NEW COMMUNITY PLAN PROGRAM WEST ADAMS
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NEW COMMUNITY PLAN PROGRAM WEST ADAMS - BALDWIN HILLS - LEIMERT COMMUNITY PLAN AREA DRAFT TRANSPORTATION IMPROVEMENT AND MITIGATION PROGRAM PREPARED FOR: Los Angeles Department of City Planning Los Angeles Department of Transportation PREPARED BY: 201 Santa Monica Blvd., Suite 500 Santa Monica, CA 90401 p (310) 458-9916 August 2012 TABLE OF CONTENTS EXECUTIVE SUMMARY ............................................................................................................................... i Proposed Transportation and Improvement Mitigation Program ............................................................ i Proposed Public Transit Improvements ....................................................................................... i Residential Neighborhood Traffic Management Plans ................................................................ i Transportation Systems Management Strategies .......................................................................ii Bicycle Facility Improvements .....................................................................................................ii Highway Infrastructure Improvements .........................................................................................ii Street System Classification Changes.........................................................................................ii Transportation Demand Management Program ......................................................................... iii Year 2030 Traffic Conditions with Proposed TIMP ................................................................................iv CHAPTER 1. INTRODUCTION ............................................................................................................... 1 1.1 Community Profile and Socioeconomic Forecasts ...................................................................... 1 1.1.1 Community Profile ........................................................................................................ 1 1.1.2 Socioeconomic Data..................................................................................................... 2 1.2 Study Approach ........................................................................................................................... 2 1.2.1 Level of Service Methodology ...................................................................................... 2 1.2.2 Significant Impact Criteria............................................................................................. 3 1.2.3 Cumulative Impacts ...................................................................................................... 3 1.2.4 Project-Related Impacts ............................................................................................... 3 1.3 Organization of the Report........................................................................................................... 3 CHAPTER 2. EXISTING CONDITIONS .................................................................................................. 9 2.1 Environmental Setting.................................................................................................................. 9 2.2 Existing Highway System ............................................................................................................ 9 2.2.1 Freeways ...................................................................................................................... 9 2.2.2 Major Highways ............................................................................................................ 9 2.2.3 Secondary Roadways................................................................................................... 9 2.3 Existing Public Transit System .................................................................................................. 10 2.3.1 Future Light Rail Transit ............................................................................................. 13 2.4 Existing Bicycle System ............................................................................................................. 13 2.5 Existing Socioeconomic Data .................................................................................................... 14 2.6 Existing Transportation Conditions ............................................................................................ 15 CHAPTER 3. TRAVEL MODEL DEVELOPMENT ............................................................................... 20 3.1 Overview of Model Development ............................................................................................... 20 3.2 Summary of Static Model Validation .......................................................................................... 20 3.3 Summary of Dynamic Model Validation..................................................................................... 20 3.4 Implementation .......................................................................................................................... 21 CHAPTER 4. REGIONAL PLANS AND SPECIFIC PLANS AFFECTING TRANSPORTATION SYSTEM IN CPA ........................................................................................................................................ 23 4.1 Regional Transportation Improvement Plans ............................................................................ 23 4.2 Specific Plan and Supplemental Use Districts Affecting TIMP .................................................. 23 4.3 Programmed and Planned Transportation System Improvements ........................................... 24 4.3.1 Programmed Improvements ....................................................................................... 24 4.3.2 Planned Regional Improvements ............................................................................... 24 CHAPTER 5. PROPOSED TRANSPORTATION IMPROVEMENT AND MITIGATION PROGRAM .. 26 5.1 Proposed TIMP Bicycle Facility Improvements, Bicycle & Pedestrian Policies ........................ 26 5.1.1 Bicycle Polices ................................................................................................................. 27 5.1.2 Pedestrian Polices ........................................................................................................... 27 5.2 5.3 5.4 5.5 5.6 5.7 5.9 Transportation Demand Management Program ........................................................................ 28 5.2.1 Recommended TDM Strategies to be considered as Part of a TDM Program ............... 28 Residential Neighborhood Traffic Management Plans .............................................................. 30 5.3.1 Existing Problems ....................................................................................................... 30 5.3.2 Identification of Problem ............................................................................................. 31 5.3.3 Traffic Control Measures ............................................................................................ 31 5.3.4 Implementation of Neighborhood Traffic Management Plans .................................... 31 Proposed Transportation Systems Management Strategies ..................................................... 32 Proposed Highway Infrastructure Improvements ...................................................................... 32 Street System Classification Changes ...................................................................................... 33 5.6.1 Reclassifications ......................................................................................................... 33 5.6.2 Vacations/Closures..................................................................................................... 33 Proposed Public Transit Improvements & Policies .................................................................... 34 Parking Policies ......................................................................................................................... 35 CHAPTER 6. YEAR 2030 TRAFFIC CONDITIONS WITH PROPOSED TIMP .................................... 38 6.1 Estimation of Trip Reductions .................................................................................................... 38 6.2 Year 2030 Traffic Volumes Without and With Proposed TIMP ................................................. 38 6.3 Roadway Segment Level of Service Analysis ........................................................................... 39 6.3.1 2008 and 2030 Conditions without TIMP ................................................................... 39 6.3.2 2030 Conditions with TIMP......................................................................................... 40 6.3.3 Significance Criterion.................................................................................................. 40 6.4 Vehicle Miles of Travel Analysis ................................................................................................ 41 6.5 West Adams - Baldwin Hills - Leimert Park Proposed TIMP ..................................................... 41 CHAPTER 7. CONGESTION MANAGEMENT PROGRAM ANALYSIS.............................................. 44 7.1 CMP Thresholds of Significance ............................................................................................... 44 7.2 CMP Analysis ............................................................................................................................ 44 7.3 CMP Transit Analysis ................................................................................................................ 45 APPENDICES Appendix A: Exhibits of Generalized Street Cross Sections Appendix B: Existing Street Inventory Appendix C: Model Development Report Appendix D: Bicycle Facility Improvement Alternatives in West Adams-Baldwin Hills-Leimert CPA Appendix E: City of Los Angeles TDM Ordinance Appendix F: Roadway Segment Level of Service Tables Appendix G: Congestion Management Program Analysis Appendix H: Street System Reclassifications LIST OF FIGURES Figure 1-1: West Adams-Baldwin Hills-Leimert CPA Location ..................................................................... 5 Figure 2-1: Study Area Roadway Network.................................................................................................. 16 Figure 2-2: Existing Public Transit System ................................................................................................. 17 Figure 2-3: Existing Bicycle Facilities .......................................................................................................... 18 Figure 5-2: Toolbox of Neighborhood Control Devices............................................................................... 36 Figure 5-3: Citywide Bicycle Plan ............................................................................................................... 37 LIST OF TABLES Table ES-1: Summary of AM Peak Hour Roadway Segment Levels Of Service ......................................... v Table ES-2: Summary of PM Peak Hour Roadway Segment Levels Of Service ........................................ vi Table 1-1: Socioeconomic Projections for West Adams-Baldwin Hills-Leimert CPA ................................... 6 Table 1-2: Roadway Segment Level of Service Definitions .......................................................................... 7 Table 1-3: Link Capacities by Facility Type .................................................................................................. 8 Table 2-1: Existing Socioeconomic Data for West Adams-Baldwin Hills-Leimert CPA .............................. 15 Table 2-2: Summary of AM and PM Peak Hour Roadway Operating Conditions ..................................... 19 Table 3-1: Summary of Year 2005 and Year 2008 Traffic Count Comparison .......................................... 22 Table 6-1: Summary of AM Peak Hour Roadway Segment Levels Of Service .......................................... 42 Table 6-2: Summary of PM Peak Hour Roadway Segment Levels Of Service .......................................... 43 Table 7-1: CMP Freeway Segment Level Of Service Definitions .............................................................. 45 LIST OF ACRONYMS Adaptive Traffic Control System (ATCS) Automated Traffic Surveillance and Control (ATSAC) Americans with Disabilities Act (ADA) California Department of Transportation (Caltrans) Call for Projects (CFP) Capital Improvement Program (CIP) Central Business District (CBD) Community Plan Area (CPA) Community Plan Implementation Overlay (CPIO) Congestion Management Program (CMP) Demand-to-capacity (D/C) Downtown Area Shuttle (DASH) Guaranteed Ride Home (GRH) High-occupancy vehicle (HOV) Interstate 10 (I-10) Level of service (LOS) Long Range Transportation Plan (LRTP) Los Angeles County Metropolitan Transportation Authority (Metro) Los Angeles County Strategic Plan Project (LACSP) Los Angeles Department of City Planning (LADCP) Los Angeles Department of Transportation (LADOT) Los Angeles Municipal Code (LAMC) New Community Plan (NCP) Regional Transportation Improvement Plan (RTIP) Regional Transportation Plan (RTP) Right-of-way (ROW) Southern California Association of Governments (SCAG) Specific Plan (SP) Statewide Transportation Improvement Program (STIP) Traffic Analysis Zone (TAZ) Transit-Oriented Development (TOD) Transportation Demand Management (TDM) Transportation Improvement and Mitigation Program (TIMP) Transportation Information Center (TIC) Transportation Management Association (TMA) Transportation Systems Management (TSM) Travel Demand Forecasting (TDF) University of California Los Angeles (UCLA) Vehicles per hour per lane (vphpl) Volume-to-capacity (V/C) Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 EXECUTIVE SUMMARY The proposed Transportation Improvement and Mitigation Program (TIMP) for the West Adams-Baldwin Hills-Leimert New Community Plan (NCP) identifies transportation programs needed to accommodate land use patterns/densities and population and employment growth anticipated under the NCP, and the resultant increase in vehicle trips projected by the Year 2030. Transportation programs considered include plans and strategies for public transit improvements, bicycle improvements, transportation demand management (TDM), residential neighborhood traffic management, transportation systems management (TSM), highway and street infrastructure improvements, and street system classification changes. PROPOSED TRANSPORTATION AND IMPROVEMENT MITIGATION PROGRAM The major elements of the proposed West Adams-Baldwin Hills-Leimert TIMP are listed below (the TIMP components are described further in Chapter 3 of this report). Proposed Public Transit Improvements The following public transit improvements are proposed as part of the West Adams-Baldwin Hills-Leimert Community Plan Area (CPA) to encourage and facilitate transit ridership: Encourage bus stop/bus station upgrades at all Metro Local and Metro Rapid bus stops located in the Plan area including bus shelters with a seating option, lighting, trash receptacles, and transit information. Transit information includes a route map and timetable for each transit line stopping at the stop as well as an electronic display of “next bus” information. Encourage development of enhanced crosswalks and pedestrian facilities at all intersections adjacent to existing and future Metro Local and Metro Rapid bus stops and future light rail stops along the Crenshaw corridor and Exposition Railroad right-of-way as discussed in Section 2.3. Basic amenities such as coffee shops, sundries and newsstands at transit locations with high ridership and frequent service. Close or vacate a section of Exposition Boulevard (approximately 200 feet) east from its current terminus at La Brea Avenue. This segment is proposed for closure, or vacation, to create a more pedestrian-friendly environment adjacent to the Exposition Light Rail Transit Line station at La Brea Avenue. No street reclassification is required in order to process a vacation. Residential Neighborhood Traffic Management Plans Establish an outreach/public participation program to identify problems and both develop and implement neighborhood traffic management plans. Establish a monitoring program to ensure that the goals of the neighborhood traffic management plans are being met. i Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Transportation Systems Management Strategies Implement City’s Adaptive Traffic Control System (ATCS) at all of the signalized intersections along all major and secondary arterial travel corridors within the CPA, including integration of the various ATCS sub-systems present in the area. Identify and implement localized intersection improvements as warranted and feasible. Bicycle Facility Improvements Implement the following bicycle facility improvement scenario based on the proposed corridor segments outlined in the 2010 City of Los Angeles Bicycle Plan1 (the corridor segments are illustrated on Figure 5-1 on page 33. Further analysis of the select corridor segments resulting in roadway capacity changes are discussed in Chapter 5 and outlined in Appendix D): Bike lanes along select corridor segments identified in the Bicycle Plan in the West AdamsBaldwin Hills-Leimert CPA (the select identified corridor segments are located along portions of Crenshaw Boulevard, La Cienega Boulevard, Fairfax Avenue, Redondo Boulevard, Arlington Avenue, Venice Boulevard, Rodeo Road, Martin Luther King, Jr. Boulevard, 54th Street and 76th Street). The Bicycle Plan outlines a 5-year implementation strategy that focuses on initiating at least 200 miles of bike facilities every five years. The 5-year strategy and its associated EIR will act as the tool for implementing the facilities in the West Adams – Baldwin Hills – Leimert Park Community Plan area. Highway Infrastructure Improvements Continue implementation of Los Angeles Municipal Code (LAMC) 12.37 to require right-of-way dedication along streets that are not fully dedicated and improved as properties redevelop with ability to waive dedication/improvement when the project involves conservation of existing corridor resource(s). Street System Classification Changes Change the classification of the following street segments in keeping with the role of the street in the circulation system. See Appendix H for the detailed inventory of modified street standards. The following roadway segment should be temporarily closed or permanently vacated from the West Adams-Baldwin Hills-Leimert Community Plan circulation plan: Exposition Boulevard from La Brea Avenue to Rimpau Boulevard – Close or vacate a section of Exposition Boulevard (approximately 200 feet) east from its current terminus at La Brea Avenue. This segment is being proposed for closure or vacation to create a more pedestrianfriendly environment adjacent to the Exposition Light Rail Transit Line station at La Brea Avenue. No street reclassification is required in order to process the vacation. 1 Other street system classification modifications in order to prioritize public realm improvements as outlined in the Community Plan Implementation Overlay (CPIO) sub districts and Specific Plan (SP) amendments. City of Los Angeles Department of City Planning, June 2010. ii Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Transportation Demand Management Program The Citywide Ordinance on Transportation Demand Management and Trip Reduction Measures (Ordinance No. 168,700) will continue to be implemented in the West Adams-Baldwin Hills-Leimert TIMP CPA. This Ordinance calls for several measures to be taken by non-residential developments to achieve the necessary trip reduction targets. LADOT is responsible for monitoring the current Citywide TDM Ordinance attached in Appendix E. In addition to TDM strategies required as part of the citywide ordinance, the following TDM strategies are recommended as part of a specific TDM program for the West Adams-Baldwin Hills-Leimert TIMP: Area-Wide Transportation Management Association – An area-wide Transportation Management Association (TMA) would manage a TDM program for a larger community or group of developments in close proximity to one another. The TMA would be in charge of implementing the strategies below on a larger scale and would be run by a TDM coordinator. Bicycle Facilities – Commuter bicycle facilities such as secure bicycle parking (short-term and long-term bike racks and lockers), and shower and personal locker facilities help reduce peak period and daily automobile trips to-and-from project sites. Integrated Mobility Hubs – Integrated Mobility Hubs are envisioned as a requisite part of fixed rail transit stations in support of extending the accessibility of those new stations beyond the traditional one-half mile radius that is comfortable for pedestrian access. These hubs implement the concept of “first/last mile” access utilizing the integration of local shuttle buses, shared cars, and shared bicycles as means for extending the utility and patronage of the transit stations. Information kiosks to provide both commuters and visitors real-time information on access options and services are also an important part of Integrated Mobility Hubs. Similarly, these Hubs can be implemented at major employment sites to support daytime transportation needs of commuters, thus minimizing the need for use of the car at the work site, encouraging ridesharing, and providing secure bike parking, complementary storage and coordination of the access modes originating at the Integrated Mobility Hub. Provide Pedestrian Network Improvements – Providing a complete pedestrian access network encourages people to walk and/or take transit instead of drive. Physical barriers such as walls, landscaping, and slopes that impede pedestrian circulation could be eliminated. Flexible Work Hours – Also known as flextime, this strategy gives employees the option of shifting their daily arrival and departure times to off-peak hours. This spreads out the arrival and departure of employees and shifts vehicle trips to non-peak hours. Telecommuting – Telecommuting provides an alternative to home-to-work vehicle trips. The City should encourage incorporation of new technologies supporting telecommuting (e.g., broadband, teleconferencing equipment) into new office and residential developments. Telecommuting measures could be used by non-residential developers toward compliance with the Citywide TDM Ordinance. Transportation Information Center (TIC) – A TIC is a centrally-located commuter information center where employees could obtain information regarding commute programs and obtain realtime information for planning travel without using an automobile. A TIC typically provides information about transit schedules, commute planning, ridesharing, telecommuting, bicycle and pedestrian routes and facilities, on-site services, and local-serving businesses. Alternatively, this could be developed online. iii Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 YEAR 2030 TRAFFIC CONDITIONS WITH PROPOSED TIMP Tables ES-1 and ES-2 summarize the roadway segment level of service (LOS) analysis conducted to evaluate the effectiveness of the proposed TIMP in the AM and PM peak hours, respectively. The roadway system is considered to be significantly impacted by traffic generated as a result of future development under the proposed West Adams-Baldwin Hills-Leimert NCP if one or both of the following criteria are met: The average volume-to-capacity (V/C) ratio under projected Year 2030 NCP land use plan for all of the analyzed roadway segments, weighted by volume, is greater than that under existing (Year 2008) conditions (i.e., existing conditions without the NCP project); or The number of roadway segments projected to operate at unsatisfactory levels of service (i.e., LOS E or F) under Year 2030 NCP land use plan is greater than the number under existing (Year 2008) conditions. For the purposes of evaluating the significant impacts based on the above criteria, the analyzed roadway segments include freeways, major highways, secondary highways, and collector streets within the West Adams-Baldwin Hills-Leimert CPA. As indicated in Tables ES-1 and ES-2, 57 of 508 segments were estimated to operate under unsatisfactory conditions (LOS E or F) during the AM peak hour and 53 of 508 segments were estimated to operate under unsatisfactory conditions (LOS E or F) during the PM peak hour under existing (Year 2008) conditions. Under the Year 2030 NCP land use plan, the number of segments operating under unsatisfactory conditions is projected to increase to 78, a 37% increase, in the AM peak hour and 101, a 91% increase, in the PM peak hour, indicating that the NCP project, without implementation of TIMP improvements, would have a significant impact on the roadway system. With implementation of the proposed West Adams-Baldwin Hills-Leimert TIMP on the Year 2030 NCP land use plan, the number of segments projected to operate under unsatisfactory conditions and the weighted average V/C ratio for all of the analyzed link segments within the West Adams-Baldwin HillsLeimert CPA are projected to remain higher than under existing (Year 2008) conditions. Therefore, the proposed TIMP would not be effective in improving overall operating conditions over existing (Year 2008) conditions as measured by average V/C ratio and the number of segments at LOS E or F, and thus the TIMP would not mitigate the significant impacts of the NCP project per these vehicleoriented significance criteria. However, the TIMP includes many beneficial elements aimed to encourage alternative modes of travel, such as the creation of more pedestrian friendly environments around transit stations and the provision of bicycle facilities along major corridors. iv Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE ES-1: SUMMARY OF AM PEAK HOUR ROADWAY SEGMENT LEVELS OF SERVICE Number of Segments1 Operating at: Weighted Average V/C Vehicle Miles of Unsatisfactory Ratio Travel LOS (E or F) (all segments*) Scenario LOS D or better LOS E LOS F Year 2008 Existing Conditions 451 21 36 57 0.719 240,118 Year 2030 Current Plan 432 37 39 76 0.746 270,629 Year 2030 NCP (Proposed 2 TOD Plan with 4Ds ) 430 38 40 78 0.756 277,905 0.762 275,265 Proposed West Adams TIMP Year 2030 NCP with TIMP2 419 37 52 89 Note: 1. Segments include major highways, secondary highways, and collector streets within CPA. 2. See Chapter 6 for further description. v Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE ES-2: SUMMARY OF PM PEAK HOUR ROADWAY SEGMENT LEVELS OF SERVICE Number of Segments1 Operating at: Weighted Average V/C Vehicle Miles of Unsatisfactory Ratio Travel LOS (E or F) (all segments*) Scenario LOS D or better LOS E LOS F Year 2008 Existing Conditions 455 19 34 53 0.720 258,254 Year 2030 Current Plan 425 38 45 83 0.764 289,602 Year 2030 NCP (Proposed TOD Plan with 4Ds2) 407 47 54 101 0.793 303,704 0.802 300,345 Proposed West Adams TIMP Year 2030 NCP with TIMP2 397 43 68 111 Note: 1. Segments include major highways, secondary highways, and collector streets within CPA. 2. See Chapter 6 for further description. vi Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 CHAPTER 1. INTRODUCTION The proposed Transportation Improvement and Mitigation Program (TIMP) for the West Adams-Baldwin Hills-Leimert New Community Plan (NCP) identifies transportation programs needed to accommodate anticipated land use patterns/densities and population growth anticipated under the NCP, and the resultant increase in vehicle trips projected by the Year 2030. The following three land use scenarios were analyzed as part of this process: Year 2008 Existing Conditions – The existing land use (base land use scenario used for comparison purposes) Year 2030 Current Plan – The current community plan land use (for informational purposes) Year 2030 Proposed Transit-Oriented Development (TOD) Plan – The proposed community plan updated with land use concentrated along major corridors and around proposed transit stations (also referred to as Year 2030 NCP [Proposed TOD Plan with 4Ds]) Transportation programs considered include plans and strategies for public transit improvements, bicycle improvements, transportation demand management (TDM), residential neighborhood traffic management, transportation systems management (TSM), highway and street infrastructure improvements, and street system classification changes. 1.1 COMMUNITY PROFILE AND SOCIOECONOMIC FORECASTS 1.1.1 Community Profile The West Adams-Baldwin Hills-Leimert Community Plan Area (CPA) is located in the southern portion of Los Angeles, generally bounded by Venice Boulevard and the Wilshire CPA to the north, Arlington Avenue and the South Los Angeles CPA to the east, 79th Street to the south, and the Kenneth Hahn State Recreation Area and the West Los Angeles CPA to the west. Figure 1-1 illustrates the location of the West Adams-Baldwin Hills-Leimert CPA. Much of the CPA is comprised of single and multiple family residential uses. Neighborhood or community-serving commercial uses are present along portions of major corridors such as Crenshaw Boulevard, Adams Boulevard, and Venice Boulevard, among others. Light industrial uses are present along portions of major corridors such as Washington Boulevard and Jefferson Boulevard, among others. The Rancho Cienega Sports Center, Baldwin Hills Recreation Center, and Jim Gilliam Recreation Center are located in the CPA to the northeast of the Kenneth Hahn State Recreation Area. Kaiser Permanente West Los Angeles Medical Center is located between La Cienega Boulevard and Venice Boulevard along Cadillac Avenue in the northwest corner of the CPA. Dorsey High School and Crenshaw High School are also within the CPA. The street pattern in much of the West Adams-Baldwin Hills-Leimert CPA is a grid, with curvilinear streets adjacent to Kenneth Hahn State Recreation Area due to the topography of the area. The angle of the grid street pattern shifts north of Adams Boulevard to match the angle of the Wilshire CPA grid system. Topographic influences include Ballona Channel, the I-10 freeway, and Kenneth Hahn State Recreation Area. Major north-south roadways within the West Adams-Baldwin Hills-Leimert CPA include La Cienega Boulevard, Fairfax Avenue, La Brea Avenue, Crenshaw Boulevard, and Leimert Boulevard, among others. Major east-west roadways serving the CPA include Pico Boulevard, Venice Boulevard, Washington Boulevard, Adams Boulevard, Jefferson Boulevard, Rodeo Road, Martin Luther King, Jr. Boulevard, Stocker Street, Slauson Avenue, and Florence Avenue, among others. The I-10 freeway runs east-west in the northern portion of the CPA. 1 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 1.1.2 Socioeconomic Data Table 1-1 shows a comparison of existing (Year 2008) and Year 2030 forecast population, household, and employment estimates. This data was provided by the City of Los Angeles Department of City Planning and was incorporated into the Southern California Association of Governments (SCAG) 2004 Regional Transportation Plan (RTP) model socioeconomic forecasts since the travel demand model used in development of the TIMP relied on the SCAG RTP regional model data. As indicated in Table 1-1 on page 6, the West Adams-Baldwin Hills-Leimert CPA had a population of about 182,600 in approximately 66,415 households in 2008. Population could increase under the preferred Year 2030 NCP land use plan by about 20% over the 22-year period, equivalent to about 0.8% per year. Total housing units could increase by about 37%, a growth rate of approximately 1.5% per year. An estimated 44,800 persons were employed in the CPA in 2008, and employment is projected to increase by about 19% by the Year 2030, an annual growth rate of 0.8%. 1.2 STUDY APPROACH The proposed TIMP examines potential traffic impacts on the street and highway system of projected growth associated with the West Adams-Baldwin Hills-Leimert NCP project. The projected horizon year for this study is 2030. To evaluate potential effects of traffic impacts that might occur in the West AdamsBaldwin Hills-Leimert CPA, traffic generated by the projected Year 2030 development within the CPA (defined by the land use/socioeconomic data provided by the City of Los Angeles Planning Department [LADCP]) was estimated and compared with existing conditions. The Year 2030 NCP land use plan defines the "project," the impacts of which are to be mitigated by the TIMP. The following sections present a description of the methodology used to analyze traffic conditions and to determine significant impacts. 1.2.1 Level of Service Methodology Level of service (LOS) is a qualitative measure used to describe the condition of traffic flow, ranging from excellent conditions at LOS A to overloaded conditions at LOS F. Level of service definitions for street segments are summarized in Table 1-2 on page 7. The Los Angeles Department of Transportation (LADOT) has established LOS D as a minimum satisfactory level of service. Levels of service can be determined by dividing demand volume by capacity, and the resulting volume-to-capacity (V/C) ratio is then used to obtain the corresponding level of service. The capacity values for the analyzed roadway segments are obtained by multiplying the per lane capacity by facility type shown in Table 1-3 on page 8 by the number of mid-block through lanes along the subject segments. For locations where the City of Los Angeles’ Automated Traffic Surveillance and Control (ATSAC) system is present, the major and secondary highway capacities shown in Table 1-3 are increased by 7%, as per LADOT. For locations where both ATSAC and the City’s Adaptive Traffic Control System (ATCS) are present, the major and secondary highway capacities shown in Table 1-3 are increased by 10%, as per LADOT. All major and secondary highway analyzed roadway segments were assumed to have ATSAC under existing conditions and all analyzed roadway segments along Vernon Avenue, Crenshaw Boulevard south of Vernon Avenue, and Florence Avenue were assumed to have ATSAC and ATCS under existing conditions, as per LADOT. Under Year 2030 conditions, all major and secondary highway analyzed roadway segments were assumed to have ATSAC and ATCS, as per LADOT. Land use plans that involve large areas and are not expected to be fully implemented until Year 2030 or beyond (such as community plan updates) are not analyzed effectively by detailed intersection V/C analyses. In this case, roadway segment analysis is sufficient to determine the service capacity of the roadway network within the community. 2 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 1.2.2 Significant Impact Criteria The roadway system is considered to be significantly impacted by traffic generated as a result of future development under the proposed West Adams-Baldwin Hills-Leimert NCP if one or both of the following criteria are met: The average V/C ratio under projected Year 2030 NCP land use plan for all of the analyzed roadway segments, weighted by volume, is greater than that under existing (Year 2008) conditions (i.e., existing conditions without the NCP project); or The number of roadway segments projected to operate at unsatisfactory levels of service (i.e., LOS E or F) under Year 2030 NCP land use plan is greater than the number under existing (Year 2008) conditions. For the purposes of evaluating the significant impacts based on the above criteria, the analyzed roadway segments include freeways, major highways, secondary highways, and collector streets within the West Adams-Baldwin Hills-Leimert CPA. 1.2.3 Cumulative Impacts Cumulative impacts are the impacts attributable to cumulative traffic growth (including all regional traffic growth), in addition to project traffic, that would occur from the study base year (2008) to the Year 2030 horizon year. The significant impact criteria described above will be used to determine the cumulative impacts of the future development under the proposed West Adams-Baldwin Hills-Leimert NCP. 1.2.4 Project-Related Impacts Evaluation of the project-related traffic involves estimation of the magnitude of traffic that will be generated by land use growth under the West Adams-Baldwin Hills-Leimert NCP project and distribution of this traffic onto the surrounding system. Individual project-related traffic impacts are impacts caused by traffic generated as a result of future development in the study area. Project-related traffic impacts are not evaluated as part of this study 1.3 ORGANIZATION OF THE REPORT This report constitutes the proposed Transportation Improvement and Mitigation Program document for the West Adams-Baldwin Hills-Leimert New Community Plan project. The report summarizes the proposed TIMP developed for the NCP study area and evaluates the effects of the proposed TIMP on Year 2030 traffic conditions with the Year 2030 NCP land use plan. Chapter 2 presents the existing transportation system serving the West Adams-Baldwin Hills-Leimert CPA including an inventory of the roadway system, public transit system, and bicycle transportation system. Chapter 3 provides an overview of the development and validation of the travel demand forecasting model used to forecast future travel patterns within and around the West Adams-Baldwin Hills-Leimert CPA. Chapter 4 provides background setting information regarding regional plans and specific plans that affect the transportation system within the West Adams-Baldwin Hills-Leimert CPA and describes various transportation improvements already programmed or planned in and near the West Adams-Baldwin HillsLeimert CPA. 3 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Chapter 5 provides a description of the various transportation improvements included in the proposed West Adams-Baldwin Hills-Leimert NCP TIMP. The TIMP recommendations include three bicycle facility improvement scenarios (Appendix D), TSM measures, street system improvements and classification changes, TDM strategies, and neighborhood traffic management plans. Chapter 6 presents the traffic conditions for various scenarios, namely Existing (Year 2008), Year 2030 Current Plan, and the Year 2030 NCP (Proposed TOD land use plan), with trip reductions associated with the 4Ds built environment variables. Comparison of the forecasts, identification of significant impacts, and evaluation of traffic conditions with the implementation of the proposed TIMP on the Year 2030 NCP land use plan are also provided in Chapter 6. This includes an assessment of the effectiveness of the TIMP as well as that of the three proposed bicycle facility improvement scenarios. Chapter 7 presents the Congestion Management Program (CMP) analysis for each Year 2030 TIMP scenario compared to existing conditions. 4 Sylmar Granada Hills Knollwood Sunland - La Tuna Canyon Lakeview Terrace Shadow Hills - Tujunga Arleta - Pacoima Chatsworth Porter Ranch Mission Hills North Hills Panorama City Northridge Reseda - West Van Nuys Sun Valley Van Nuys North Sherman Oaks Canoga Park - West Hills Winnetka - Woodland Hills North Hollywood Encino - Tarzana Sherman Oaks Studio City - Toluca Lake Bel Air Beverly Crest Hollywood Northeast Los Angeles Silverlake Echo Park Brentwood - Pacific Palisades Westwood West Los Angeles Palms Del Rey Mar Vista Venice Wilshire Westlake Central Boyle City CentralHeights West Adams City Baldwin Hills South North Leimert Central Southeast Los Los Angeles Angeles Pa ic cif Westchester Playa del Rey Oc n ea Harbor Gateway Wilmington Harbor City Port of Los Angeles San Pedro N NOT TO SCALE LOCATION OF THE WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN AREA FIGURE 1-1 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE 1-1: SOCIOECONOMIC PROJECTIONS FOR WEST ADAMS-BALDWIN HILLS-LEIMERT CPA Year 2030 Current Plan Total Absolute Change % Per Year 182,600 206,521 24,121 Households 66,415 81,307 Employment 44,779 49,219 Socioeconomic Data Existing (Year 2008) Population Year 2030 NCP (Proposed TOD Plan with 4Ds) Total Absolute Change % Per Year 0.5% 218,741 36,341 0.8% 18,406 1.2% 86,118 23,217 1.5% 4,440 0.4% 53,113 8,334 0.8% Source: Data provided by City of Los Angeles Department of City Planning, August 2009. 6 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE 1-2: ROADWAY SEGMENT LEVEL OF SERVICE DEFINITIONS Level of Service A B C D E F Definition [a] Description [b] V/C < 0.6 Describes primarily free flow-operations at average travel speeds usually about 90 percent of the free flow speed for the arterial class. Vehicles are completely unimpeded in their ability to maneuver within the traffic stream. Stopped delay at signalized intersections is minimal. 0.6 < V/C < 0.7 Represents reasonably unimpeded operations at average travel speeds usually about 70 percent of the free flow speed for the arterial class. The ability to maneuver within the traffic stream is only slightly restricted and stopped delays are not bothersome. 0.7 < V/C < 0.8 0.8 < V/C < 0.9 0.9 < V/C < 1.0 V/C > 1.0 Represents stable operations. However, ability to maneuver and change lanes in midblock locations may be more restricted than in LOS B, and longer queues and/or adverse signal coordination may contribute to lower average travel speeds of about 50 percent of the average free flow speed for the arterial class. Borders on a range on which small increases in flow may cause substantial increases in approach delay and, hence, decreases in arterial speed. This may be due to adverse signal progression, inappropriate signal timing, high volumes, or some combination of these. Average travel speeds are about 40 percent of free flow speed. Is characterized by significant approach delays and average travel speeds of one-third the free flow speed or lower. Such operations are caused by some combination of adverse progression, high signal density, extensive queuing at critical intersections, and inappropriate signal timing. Characterizes arterial flow at extremely low speeds below one-third to one-quarter of the free flow speed. Intersection congestion is likely at critical signalized locations, with high approach delays resulting. Adverse progression is frequently a contributor to this condition. Notes: a. b. Definitions as modified by Los Angeles Department of Transportation. "Urban and Suburban Arterials," Highway Capacity Manual (Transportation Research Board, 1985). 7 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE 1-3: LINK CAPACITIES BY FACILITY TYPE Roadway Classification Peak Hour Directional Lane Capacity (Vehicles per hour per lane) Freeway 2,200 Major Highway - Class I 1,000 [a] Major Highway - Class II 800 [a] Secondary Highway 700 [a] Collector Street 600 Note: a. For locations where ATSAC is present or is programmed/recommended, the major and secondary highway capacities shown above are increased by 7%, as per LADOT. For locations where both ATSAC and ATCS are present or programmed/recommended, the major and secondary highway capacities shown above are increased by 10%, as per LADOT. 8 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 CHAPTER 2. EXISTING CONDITIONS This chapter documents the existing transportation conditions for the West Adams-Baldwin Hills-Leimert CPA including an inventory of the roadway system, public transit system, and bicycle transportation system. The data for existing conditions was compiled from information provided by LADOT and the LADCP as well as from field observations. 2.1 ENVIRONMENTAL SETTING The West Adams-Baldwin Hills-Leimert CPA is located approximately seven miles southwest of City of Los Angeles Central Business District (CBD). The community is bounded by Venice Boulevard and Pico Boulevard on the north, Robertson Boulevard and the Cities of Culver City and Inglewood, and the County of Los Angeles on the west, 79th Street on the south, and Arlington/Van Ness Avenues on the east. 2.2 EXISTING HIGHWAY SYSTEM The West Adams-Baldwin Hills-Leimert community contains a number of major roadways, including freeways, highways, secondary roads, and collectors. The major facilities of each type found in this community are described below. Figure 2-1 illustrates the roadway network in the West Adams-Baldwin Hills-Leimert CPA. It also shows functional classifications of the roadways. 2.2.1 Freeways Freeway facilities are high-volume/high-speed roadways with limited access occurring only at gradeseparated interchanges. Interstate 10 (I-10) is the sole freeway in the study area and extends east to west through the study area. Outside the study area, I-10 extends west to Santa Monica and east to San Bernardino. Major interchanges are found at Crenshaw Boulevard, La Brea Avenue, Fairfax Avenue, and La Cienega Boulevard. 2.2.2 Major Highways The study area is bisected by a series of major highways, which run both north-south and east-west. Major highways are generally four- to six-lane facilities designed to provide a high level of mobility primarily to vehicles while providing some level of access to adjacent properties. Major highways in the study area include La Cienega Boulevard, Fairfax Avenue, La Brea Avenue, Crenshaw Boulevard, Washington Boulevard, Adams Boulevard, Martin Luther King, Jr. Boulevard, Leimert Boulevard, Slauson Avenue, and Florence Avenue. Portions of Jefferson Boulevard, Pico Boulevard and Cadillac Avenue are also designated as Major Highways. 2.2.3 Secondary Roadways Secondary roadways are generally two- to four-lane roadways that supplement the major highways. These roadways are designed to carry some level of traffic while also provide some level of access to adjacent properties. These roadways would be classified as minor arterials in a standard roadways classification scheme. Some of the secondary roadways in the study area include Robertson Boulevard, th Venice Boulevard, Redondo Boulevard, Arlington Avenue, Exposition Boulevard, Vernon Avenue, 48 th Street, 54 Street, and Hyde Park Boulevard. Much of Jefferson Boulevard is also designated as a secondary roadway. 9 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 2.2.4 Collectors The network of Major Highways and Secondary Roadways is complemented by an extensive network of collector streets. Some of the collector streets include Rimpau Boulevard, Buckingham Road, West Boulevard, 6th Avenue, and 60th Avenue. The City of Los Angeles has adopted generalized cross-sections that represent fully dedicated and improved streets by designation and type. The City Council, however, may by ordinance adopt specific standards for individual streets that differ from these generalized cross-sections. Illustrative crosssections are shown in Appendix A. In addition, the number of lanes, parking restrictions, and posted speed limits on the classified roadways serving the West Adams-Baldwin Hills-Leimert CPA are shown in Appendix B. 2.3 EXISTING PUBLIC TRANSIT SYSTEM Fixed-route public transportation services in the West Adams-Baldwin Hills-Leimert CPA are currently provided by the Los Angeles County Metropolitan Transportation Authority (Metro), the Commuter Express Line System and LADOT’s Downtown Area Shuttle (DASH) System, and the Santa Monica Big Blue Bus System. Figure 2-2 illustrates these public transit routes serving the West Adams-Baldwin HillsLeimert CPA. The West Adams-Baldwin Hills-Leimert CPA is currently served by 33 Metro bus lines, six LADOT bus lines, and four Santa Monica bus lines. A brief description of these bus lines follows: Metro Lines 30/330 and 31 – These bus service routes travel between the Pico-Rimpau Transit Center in the Wilshire CPA and East Los Angeles College. Lines 30 and 31 are local; Line 330 is a limited-stop express service. In the study area, these bus routes travel east and west along Pico Boulevard. Metro Lines 33 and 333 – Line 33 provides local service between Santa Monica and Patsaouras Transit Plaza in downtown Los Angeles. Line 333 is a limited-stop service along the same route. In the study area, both lines travel east and west along Venice Boulevard. Metro Lines 37 and 38 – Lines 37 and 38 provide local service between the West Los Angeles Transit Center (also known as the Fairfax Transit Hub) and downtown Los Angeles. In the study area, Line 37 travels east and west along Adams Boulevard, and Line 38 travels east and west along Jefferson Boulevard and north and south on Fairfax Avenue between Jefferson Boulevard and the Transit Center. Metro Line 40 and Metro Rapid Line 740 – Line 40 is a local bus service route between the South Bay Galleria Transit Center in Redondo Beach and Patsaouras Transit Plaza in downtown Los Angeles. Line 740 is a Metro Rapid bus service that follows the same route. In the study area, both lines travel north and south along Crenshaw Boulevard south of Martin Luther King, Jr. Boulevard and east and west along Martin Luther King, Jr. Boulevard east of Crenshaw Boulevard. Metro Line 42 – Line 42 provides local service between Los Angeles International Airport (LAX) and Patsaouras Transit Plaza in downtown Los Angeles. In the study area, this line travels east and west along Stocker Street east of La Brea Boulevard; north and south on Crenshaw Boulevard between Stocker Street and Martin Luther King, Jr. Boulevard; and east and west on Martin Luther King, Jr. Boulevard east of Crenshaw Boulevard. Metro Lines 68 and 368 – Line 68 provides local service between the West Los Angeles Transit Center and the Montebello Town Center. Line 368 is a limited-stop service along the same route. In the study area, both lines travel east and west along Washington Boulevard. 10 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Metro Line 102 – This line provides local service between Baldwin Hills Village and South Gate, with a connection to the Florence Station of the Metro Blue Line. In the study area, Line 102 travels east and west along Coliseum Street and Rodeo Road. Metro Line 105 and Metro Rapid Line 705 – Line 105 is a local bus route between West Hollywood and Maywood. Line 705 is a Metro Rapid bus service that follows essentially the same route (Line 105 makes a short detour to Santa Rosalia Drive between Coliseum Street and Martin Luther King, Jr. Boulevard that Line 705 does not duplicate). In the study area, both lines travel north and south along La Cienega Boulevard north of Cadillac Avenue; north and south on Fairfax Avenue between Venice Boulevard and Rodeo Road; east and west on Rodeo Road between Fairfax Avenue and Martin Luther King, Jr. Boulevard; north and south on Crenshaw Boulevard between Martin Luther King, Jr. Boulevard and Vernon Avenue; and east and west on Vernon Avenue east of Crenshaw Boulevard. Metro Lines 108 and 358 – Line 108 provides local service between Marina del Rey and Pico Rivera. Line 358 is a limited-stop service along the same route. In the study area, both lines travel east and west along Slauson Avenue. Metro Line 110 – This line provides local service between Playa Vista and Bell Gardens. In the study area, Line 110 travels east and west along Hyde Park Boulevard; northeast and southwest along Southwest Drive; and east and west along 62nd Street. Metro Line 111 and Metro Rapid Line 711 – Line 111 is a local bus route between LAX and Whittier. Line 711 is a Metro Rapid bus service that follows the same route. In the study area, both lines travel east and west along Florence Avenue. Metro Line 209 – Line 209 provides local service between the Vermont/I-105 Station of the Metro Green Line in Athens and the Wilshire/Western Station of the Metro Red Line in Wilshire Center. In the study area, this line travels north and south along Arlington and Van Ness Avenues. Metro Line 210 and Metro Rapid Line 710 – Line 210 is a local bus service route between the South Bay Galleria in Redondo Beach and the Hollywood/Highland Station of the Metro Red Line in Hollywood. Line 710 is a Metro Rapid bus service that follows the same route. In the study area, both lines travel north and south along Crenshaw Boulevard. Metro Lines 212 and 312 – Line 212 provides local service between Hawthorne and Hollywood. Line 312 is a limited-stop service along the same route. In the study area, both lines travel north and south along La Brea Avenue. Metro Line 217 – Line 217 provides local service between the West Los Angeles Transit Center and Hollywood. In the study area, this line travels north and south along Fairfax Avenue. Metro Line 220 – Line 220 provides local service between Culver City and West Hollywood. In the study area, this line travels north and south along Robertson Boulevard. Metro Line 305 – Line 305 provides limited-stop service between Willowbrook and the University of California Los Angeles (UCLA). In the study area, this line travels east and west along San Vicente Boulevard; north and south along Crenshaw Boulevard; and east and west along Vernon Avenue. Metro Line 439 – Line 439 provides express service between LAX and Patsaouras Transit Plaza in downtown Los Angeles. In the study area, this line travels north and south on Fairfax Avenue and La Cienega Boulevard south of the Santa Monica Freeway and east and west on the Santa Monica Freeway east of Fairfax Avenue. 11 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Metro Line 550 – Line 550 provides express service between the San Pedro Peninsula Hospital in San Pedro and West Hollywood. In the study area, this line travels east and west along San Vicente and Venice Boulevards and north and south along Western Avenue south of Venice Boulevard. Metro Line 607 – Line 607 provides special local service on a circular loop through Inglewood and Windsor Hills. In the study area, this line travels north and south on West Boulevard between Slauson Avenue and Fairview Boulevard. Metro Line 608 – Line 608 provides special local service on a loop through Baldwin Village, Leimert Park, and West Adams. The line runs from La Brea at its westernmost point to Normandie to the west. In the study area, it follows a route along Martin Luther King, Jr. Boulevard and Santa Rosalia Drive to 39th Street, 42nd Street and 48th Street. It travels north and south along Crenshaw Boulevard and 4th Avenue. Commuter Express Lines 430, 431 and 437 – The LADOT Commuter Express is a limited-stop service. Lines 430, 431 and 437 all go straight to and from the financial district of downtown Los Angeles by way of the 10 Freeway. Line 430 goes to Brentwood and Pacific Palisades, 431 goes to Westwood, and 437 goes to Culver City. In the study area, 430 and 431 travel east and west on the 10 Freeway while Line 437 exits the freeway at Washington and heads southwest toward Culver City. LADOT DASH Crenshaw – The DASH Crenshaw provides local service in a loop from La Brea to Crenshaw. In the study area, it follows Martin Luther King, Jr. Boulevard and Coliseum Street on the northern section of the loop and Santa Rosalia on the southern section. LADOT DASH Leimert/Slauson – The DASH Leimert/Slauson provides local service in a loop around Leimert Park. In the study area, it travels east and west along Martin Luther King, Jr. Boulevard and 54th Street; it travels north and south along Crenshaw Boulevard, Denker Avenue and Vermont Avenue. LADOT DASH Midtown – The DASH Midtown provides service over a broad area between the Pico Boulevard at La Brea Avenue and Martin Luther King, Jr. Boulevard at Crenshaw Boulevard. It travels east and west along Pico Boulevard, Washington Boulevard, and Adams Boulevard; north and south along Crenshaw Boulevard, Western Avenue and West Boulevard. Santa Monica Big Blue Bus Line 5 – The Big Blue Bus 5 runs from the Rimpau Transit Center at Pico Boulevard and Rimpau Boulevard to downtown Santa Monica. In the study area, it travels east and west along Pico Boulevard. Santa Monica Big Blue Bus Line 7 – The Big Blue Bus 7 runs from the Rimpau Transit Center at Pico Boulevard and Rimpau Boulevard to downtown Santa Monica. In the study area, it travels east and west along Pico Boulevard. The same route is traveled by the Super 7, a faster version of the same service, which makes fewer stops. Santa Monica Big Blue Bus Line 10 – The Big Blue Bus 10 runs from downtown Santa Monica to downtown Los Angeles and Union Station. In the study area, it travels east and west along the 10 freeway. Santa Monica Big Blue Bus Line 12 – The Big Blue Bus 12 travels from the Rimpau Transit Center to Culver City and Palms, and then on to Westwood. In the study area, it travels east and west along Pico Boulevard and Venice Boulevard, and north and south along Robertson Boulevard. 12 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Santa Monica Big Blue Bus Line 13 – The Big Blue Bus 13 travels from the Rimpau Transit Center to Cheviot Hills. In the study area, it travels east and west along Pico Boulevard. Metro Expo Line – The Metro Expo Line travels from 7th Street/ Metro Center in Downtown Los Angeles to an interim terminus in Culver City. The transit line traverses the portion of Exposition Boulevard contained within the West Adams Community Plan Area. The line currently runs at 12 minute headways. Ridership forecasts presented in the Expo Line Final Environmental Impact Statement/Report2 estimates 42,900 daily boardings by the forecast year 2025. 2.3.1 Future Light Rail Transit The Metro Crenshaw/LAX Transit Center Corridor Project will connect with the Exposition Line where Crenshaw Boulevard meets Exposition Boulevard in the West Adams Community Plan Area. The line travels from the current station at Exposition/Crenshaw to a terminus at LAX/Aviation Boulevard. The route is 8.5 miles in length and travels through the City of Los Angeles and Inglewood. The Locally Preferred Alternative (LPA) is estimated to produce 12,628 daily boardings by the forecast year 2030 as presented in the Final Environmental Impact Statement/Report3. 2.4 EXISTING BICYCLE SYSTEM Bicycle facilities are classified based on a standard typology, which is described in further detail below. Figure 2-3 shows the locations of various existing bicycle facilities in the West Adams-Baldwin Hills-Leimert CPA. Class I Bikeway (Bike Path) provides a completely separate right-of-way and is designated for the exclusive use of bicycles and pedestrians with vehicle and pedestrian cross-flow minimized. Class II Bikeway (Bike Lane) provides a restricted right-of-way and is designated for the use of bicycles with a striped lane on a street or highway. Bicycle lanes are generally five feet wide. Vehicle parking and vehicle/pedestrian cross-flow are permitted. 2 Los Angeles County Metropolitan Transportation Authority and U.S. Department of Transportation Federal Transit Administration. Final Environmental Impact Statement/ Environmental Impact Report for the Mid-City/ Westside Transit Corridor, Mid-City/ Exposition LRT Project. October 2005. 3 Los Angeles County Metropolitan Transportation Authority and U.S. Department of Transportation Federal Transit Administration. Crenshaw/ LAX Transit Corridor: Final Environmental Impact Statement/ Final Environmental Impact Report. August 2011. 13 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Class III Bikeway (Bike Route) provides for a right-of-way designated by signs or pavement markings for shared use with pedestrians or motor vehicles. Commuter Bikeway provides some of the benefits of the Class II Bikeways by restricting curbside vehicle parking during morning and evening peak hours. The minimum curb lane width is typically 14 feet. In the study area, there are several existing bicycle facilities. These facilities include: 2.5 Class I facility that extends south from National Boulevard along Ballona Creek parallel to Jefferson Boulevard Class II facilities along Venice Boulevard starting at Crenshaw Boulevard and continuing to the th west to the edge of the study area and portions of 76 Street from Crenshaw Boulevard to Central Avenue Class III facilities along portions of Venice Boulevard, Redondo Boulevard, National Boulevard, and 39th Street EXISTING SOCIOECONOMIC DATA The existing (Year 2008) socioeconomic data was obtained from the City of Los Angeles Department of City Planning. Table 2-1 shows the population, housing units, and total employment in the West AdamsBaldwin Hills-Leimert CPA under existing (Year 2008) conditions. As shown in Table 2-1, the West Adams-Baldwin Hills-Leimert CPA had a population of 182,600 in approximately 66,415 households in 2008. 14 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE 2-1: EXISTING SOCIOECONOMIC DATA FOR WEST ADAMS-BALDWIN HILLS-LEIMERT CPA SOCIOECONOMIC DATA EXISTING (YEAR 2008) Population 182,600 Households 66,415 Employment 44,779 Source: Data provided by City of Los Angeles Department of City Planning, August 2009. 2.6 EXISTING TRANSPORTATION CONDITIONS Transportation operations were analyzed for the West Adams-Baldwin Hills-Leimert CPA using the procedures described in Chapter 1. Table 2-2 summarizes the AM and PM peak hour V/C and corresponding LOS for the roadways in the CPA. Appendix F contains full details of the roadway segments analyzed. 15 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE 2-2: SUMMARY OF AM AND PM PEAK HOUR ROADWAY OPERATING CONDITIONS Number of Segments* Operating at: Weighted Average V/C Vehicle Miles of Unsatisfactory Ratio Travel LOS (E or F) (all segments*) Scenario LOS D or better LOS E LOS F Existing (Year 2008) AM Peak 451 21 36 57 0.719 240,118 Existing (Year 2008) PM Peak 455 19 34 53 0.720 258,254 Note: * Segments include major highways, secondary highways, and collector streets within CPA. 19 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 CHAPTER 3. TRAVEL MODEL DEVELOPMENT As part of the environmental review process, a travel demand forecasting model is required to evaluate future travel patterns that may result from future changes to the transportation system and potential land use alternatives. Having a locally valid model is a critical step in ensuring a high level of confidence in the resulting traffic volumes. This chapter provides an overview of the development and validation of the travel demand forecasting model used to forecasts future travel patterns within and around the West Adams-Baldwin Hills-Leimert CPA. A more detailed description of the model development and validation process is provided in Appendix C. 3.1 OVERVIEW OF MODEL DEVELOPMENT The West Adams-Baldwin Hills-Leimert CPA model is a “focused” version of the Southern California Association of Governments (SCAG) regional model. The development of the model consisted of several modifications to the SCAG regional model to enable it to estimate traffic more accurately in the CPA. These modifications primarily consisted of adding more traffic analysis zone (TAZ) and roadway network detail within and around the CPA. The modified TAZ system and roadway network provides a refined and updated representation of all the facilities of interest in the West Adams-Baldwin Hills-Leimert CPA. Outside the CPA, the TAZ system and roadway network become gradually less detailed. 3.2 SUMMARY OF STATIC MODEL VALIDATION The most critical static measurement of the accuracy of any traffic model is the degree to which it can approximate actual traffic counts in the base year. The California Department of Transportation (Caltrans) has established certain trip assignment guidelines for models to be deemed acceptable for forecasting future year traffic. The West Adams-Baldwin Hills-Leimert CPA model was calibrated and validated to Year 2005 traffic conditions in the AM and PM peak hours when it was first developed. A comparison of traffic counts collected in 2005 with those collected in 2008 at like locations within the CPA indicates that the counts collected in 2005 were generally higher than those collected at the same locations in 2008. As shown in Table 3-1, the 2005 traffic counts were approximately four and nine percent higher in the AM and PM peak hours, respectively. Therefore, the 2005 model validation is considered to still be valid and 2005 traffic counts were used to represent existing (Year 2008) traffic conditions within the CPA. As part of the validation process, model estimated link volumes were compared to existing traffic counts. Links were identified where model results varied substantially from the observed counts, and the characteristics of those links were reviewed to ensure that the link attributes accurately reflected local operating conditions. In some cases, link characteristics such as speeds and capacities were adjusted based on local knowledge. The West Adams-Baldwin Hills-Leimert CPA model meets or exceeds the guidelines for model accuracy in the AM and PM peak hours. 3.3 SUMMARY OF DYNAMIC MODEL VALIDATION The traditional approach to the validation of travel demand models is to compare the link volumes for the model’s base year to actual traffic counts taken in the same year. This approach provides information on a model’s ability to reproduce a static condition. However, models are seldom used for static applications; by far the most common use of models is to forecast how a change in inputs would result in a change in traffic conditions. Therefore, another test of a model’s accuracy would focus on the model’s ability to predict realistic differences in outputs as inputs are changed, in other words, “dynamic” validation rather than static validation. 20 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Overall, the dynamic validation results suggest that the model will perform reasonably for future scenario forecasting. 3.4 IMPLEMENTATION Following validation of the base year West Adams-Baldwin Hills-Leimert CPA model, the travel demand model was used along with future year SCAG and West Adams-Baldwin Hills-Leimert CPA land use projections to produce forecasts of future traffic flows in the West Adams-Baldwin Hills-Leimert CPA. These forecasts were then used in the identification of system deficiencies and the development of alternatives for the West Adams-Baldwin Hills-Leimert New Community Plan. 21 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE 3-1: SUMMARY OF YEAR 2005 AND YEAR 2008 TRAFFIC COUNT COMPARISON Measure AM Peak Hour PM Peak Hour Sum of 2005 Traffic Counts 39,250 43,400 Sum of 2008 Traffic Counts 37,564 39,491 Difference (2008 – 2005) -1,686 -3,909 % Difference -4.3% -9.0% Note: * Only traffic count locations with both a Year 2005 and a Year 2008 traffic count were included in the comparison. 22 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 CHAPTER 4. REGIONAL PLANS AND SPECIFIC PLANS AFFECTING TRANSPORTATION SYSTEM IN CPA Transportation planning in the West Adams-Baldwin Hills-Leimert CPA is influenced by planning conducted at the regional level as well as at the more localized specific plan level. This chapter summarizes regional plans and specific plans that affect the transportation system in the West AdamsBaldwin Hills-Leimert CPA and describes various transportation improvements already programmed or planned in and near the West Adams-Baldwin Hills-Leimert CPA. 4.1 REGIONAL TRANSPORTATION IMPROVEMENT PLANS A number of regional improvement plans affect transportation in the West Adams-Baldwin Hills-Leimert CPA. They include the Los Angeles County Congestion Management Program (CMP) and the Long Range Transportation Plan (LRTP) prepared by Metro, the RTP and the Regional Transportation Improvement Plan (RTIP) prepared by SCAG, and the Statewide Transportation Improvement Program (STIP) prepared by the California Department of Transportation. The Los Angeles County CMP is a state-mandated program that serves as the monitoring and analytical basis for transportation funding decisions made through the RTIP and STIP processes. Metro's Long Range Transportation Plan is a strategic document that serves as a framework for meeting the current and projected mobility needs of Los Angeles County. The LRTP recommends highway, high-occupancy vehicle (HOV) lanes, bus, rail, and demand management improvements, and identifies funding sources and implementation schedules over the 20-year period. The RTP is a planning document required under State and Federal statute encompassing the SCAG region. The RTP forecasts long-term transportation demands and identifies policies, actions, and funding sources to accommodate these demands. The RTP consists of the construction of new transportation facilities, transportation systems management strategies, transportation demand management strategies, and land use strategies. The RTIP, also prepared by SCAG based on the RTP, lists all of the regional funded/programmed improvements within the next seven years. 4.2 SPECIFIC PLAN AND SUPPLEMENTAL USE DISTRICTS AFFECTING TIMP Portions of the West Adams-Baldwin Hills-Leimert CPA fall within the boundary of the following specific plan, which has transportation improvement programs affecting the CPA: Crenshaw Corridor Specific Plan (Ordinance No. 176,230) – The City of Los Angeles Crenshaw Corridor Specific Plan is a regulatory and planning document adopted by the Los Angeles City Council encompassing parts of the West Adams-Baldwin Hills-Leimert CPA. The Crenshaw Corridor Specific Plan encourages pedestrian activity in areas identified as Pedestrian Oriented and promotes reduced traffic generation. The plan also promotes an attractive pedestrian environment in these areas by regulating the design and placement of buildings and structures which accommodate outdoor dining and other ground level retail activity. A Community Plan Implementation Overlay (CPIO) District is proposed to be established and applied to portions of the West Adams-Baldwin Hills-Leimert CPA. The CPIO is a new Supplemental Use District designation within the Municipal Code that will provide a new tool to implement the General Plan Framework Element and Community Plan Policies. The CPIO is proposed to be used in combination with existing regulations to tailor development standards within the Community Plan area. 23 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 4.3 PROGRAMMED AND PLANNED TRANSPORTATION SYSTEM IMPROVEMENTS Transportation improvements either programmed (funded) or planned were identified in a review of the regional plans. 4.3.1 Programmed Improvements Sources used to identify programmed improvement projects that have firm funding commitments and are programmed for implementation before 2030 in or near the West Adams-Baldwin Hills-Leimert CPA included the City of Los Angeles Five Year Capital Improvement Program, 2008 (CIP), the Los Angeles County Strategic Plan Project, 2009 (LACSP), State Transportation Improvement Program (STIP) (SCAG, 2010), Regional Transportation Improvement Program, Fiscal Year 2008-2009 (RTIP), and Metro’s 20082011 Transportation Improvement Program, Call for Projects (CFP). Programmed improvements within the West Adams-Baldwin Hills-Leimert CPA include: Crenshaw/LAX Transit Corridor Project – Metro will build an 8.5-mile transit line that connects the Green Line and the Exposition Line. Widen Southbound Crenshaw Boulevard and I-10 Westbound Off-Ramp – Widen Crenshaw Boulevard to provide a southbound right-turn only lane and redesign the westbound off-ramp (LACSP) Modification of I-10 Eastbound Off-Ramps – Modify I-10 eastbound off-ramps at Arlington Avenue and Crenshaw Boulevard (LACSP) West Adams Boulevard Streetscape Project – Install streetscape and community gateway improvements along West Adams Boulevard (RTIP) Venice Boulevard and La Cienega Boulevard Improvements – Widen the north side of Venice Boulevard from David Avenue to Chariton Street to provide an additional full-time westbound through lane at La Cienega Boulevard (RTIP) Exposition Line Streetscape Project – Design and construction of pedestrian-related streetscape improvements within one-quarter mile of the three light rail transit stations from Crenshaw Boulevard to Jefferson Boulevard (RTIP) Angel’s Walk Crenshaw – Promote pedestrian activity near project area (RTIP) Exposition Light Rail Line – Phase I of the Exposition Light Rail transit line along the Exposition Railroad ROW from 7th Street/Metro Center in downtown Los Angeles to Venice Boulevard/Robertson Boulevard in Culver City. Phase I is operational. Phase II to Santa Monica is currently under construction. Exposition Line Bikeway – Light rail design to accommodate a combination of Class I (bike path) and Class II (bike lane) facilities along the Phase I alignment and from the Phase I terminus to the existing 17th Street bicycle facility in Santa Monica 4.3.2 Planned Regional Improvements Sources used to identify planned regional improvements in or near the West Adams-Baldwin Hills-Leimert CPA included the City of Los Angeles Planning Department’s Transportation Element of the General Plan, Metro’s 2008 Long Range Transportation Plan for Los Angeles County, and the SCAG 2008 Regional Transportation Plan. 24 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Both planned and programmed improvements in the West Adams-Baldwin Hills-Leimert CPA were identified. 25 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 CHAPTER 5. PROPOSED TRANSPORTATION IMPROVEMENT AND MITIGATION PROGRAM This chapter presents the elements of the proposed West Adams-Baldwin Hills-Leimert Community Plan Area TIMP. The proposed West Adams-Baldwin Hills-Leimert CPA TIMP consists of the following elements: Bicycle facility improvements TDM strategies Residential neighborhood traffic management plans TSM strategies Highway infrastructure improvements Street system classification changes Proposed Public Transit Improvements The major components of the proposed West Adams-Baldwin Hills-Leimert TIMP are summarized and discussed in this section. 5.1 PROPOSED TIMP BICYCLE FACILITY IMPROVEMENTS, BICYCLE & PEDESTRIAN POLICIES The Ballona Creek bike path is currently the only Class I (Bike Path) bicycle facility in the West AdamsBaldwin Hills-Leimert CPA. Class II (Bike Lane) bicycle facilities are available on Venice Boulevard just east of Crenshaw Boulevard to National Boulevard. Class III (Bike Route) bicycle facilities are available on Venice Boulevard just east of Crenshaw Boulevard to the eastern edge of the CPA, as well as along 39th Street, Redondo Boulevard, and Florence Avenue through the CPA. The 2010 City of Los Angeles Bicycle Plan4 proposes additional corridor segments in the West AdamsBaldwin Hills-Leimert CPA to be analyzed for proposed and potential bike lanes. The bicycle plan is aimed at improving the facilities for cyclists in the City of Los Angeles as well as the West Adams-Baldwin Hills-Leimert CPA. Enhanced facilities are essential in order to encourage bicycle ridership. Refer to Figure 5-3 on page 35 for a depiction of the full bicycle network identified for the West Adams CPA. The identified corridor segments in the West Adams-Baldwin Hills-Leimert CPA were field checked to determine whether the addition of bike lanes (Class II) would require the reclassification of the roadway, the removal of on-street parking, or the removal of travel lanes. Due to the potential impacts associated with the removal of roadway capacity and on-street parking, three bicycle facility improvement scenarios were proposed as part of the West Adams-Baldwin Hills-Leimert TIMP. The first scenario assumes no additional bike lanes in the West Adams-Baldwin Hills-Leimert CPA, the second scenario assumes bike lanes along all identified corridor segments per the bike plan (shown in Figure 5-3) in the West AdamsBaldwin Hills-Leimert CPA, and the third scenario assumes bike lanes along select identified corridor segments in the West Adams-Baldwin Hills-Leimert CPA (shown in Figure 5-1). The select identified 4 City of Los Angeles Department of City Planning, June 2010. 26 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 corridor segments (Scenario 3) where bike lanes are proposed are known as the Alternative Bike Lanes TIMP scenario, and are located along portions of Crenshaw Boulevard, La Cienega Boulevard, Fairfax Avenue, Redondo Boulevard, Arlington Avenue, Venice Boulevard, Rodeo Road, Martin Luther King, Jr. Boulevard, 54th Street and 76th Street5. The determination not to analyze all the corridors identified in the adopted Bike Plan (Scenario 2), such as the east/west corridors of Pico Boulevard, Washington Boulevard, and Florence Avenue, among others, was due to early identification during the initial field check of significant impacts associated primarily with the removal of on-street parking adjacent to the neighborhood commercial uses, as well as recognizing the need to prioritize those segments essential in linking the overall Bike network to the light rail transit stations, both operational and planned, located throughout the Plan Area. The three scenarios are outlined in Appendix D along with the required roadway modification along each identified corridor segment. All three scenarios include the bikeway along the Exposition Railroad ROW discussed in Section 4.3.1. See appendix for detail of impacts. 5.1.1 Bicycle Polices The following measures and policies are aimed at encouraging recreational and commuter bicycle use in the plan area: Encourage bicycling through a public information program. Encourage new development to provide bicycle connections to existing facilities. Develop a safe and accessible bicycle system consistent with the 2010 City of Los Angeles Bicycle Plan. Encourage bicycle use by providing bicycle parking, lockers and changing facilities. Enhance/improve bicycle way-finding and signage. Provide bicycle connections to transit hubs/stops and future light rail stations. Ensure neighborhood traffic management plans are bicycle friendly. Pursue internal and external funding sources for bicycle projects. 5.1.2 Pedestrian Polices The following measures and policies are aimed at encouraging pedestrian activity through creating a more walkable environment in the plan area: Encourage pedestrian activity through a public information program. Encourage walking and pedestrian activity through improved streetscape and pedestrian amenities. Install mid-block crosswalks to facilitate safe street crossings where feasible. 5 Scenario 3 was selected as the Alternative Bike Lanes TIMP scenario because, upon initial field check, it proved to have fewer significant impacts than Scenario 2. 27 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Ensure that pedestrian facilities are ADA compliant. Maintain, upgrade and develop new facilities to encourage pedestrian activity. Provide pedestrian connections to transit hubs/stops and future light rail stations. Encourage new development to provide pedestrian oriented facilities. Consider developing and adopting a pedestrian master plan. Pursue internal and external funding sources for pedestrian projects. Convert underused street pavement to pedestrian plaza space. 5.2 TRANSPORTATION DEMAND MANAGEMENT PROGRAM A TDM program is a set of strategies, measures, and incentives to encourage residents to walk, bicycle, use public transportation, carpool, or use other alternatives to driving alone. TDM measures produce more mobility using existing transportation systems, boost economic efficiency of the current transportation infrastructure, improve air quality, save energy, and reduce traffic congestion. This section provides a list of recommended strategies to be considered as part of a TDM program that would affect current and future property owners and developers in the West Adams-Baldwin Hills-Leimert CPA. 5.2.1 Recommended TDM Strategies to be considered as Part of a TDM Program The Citywide Ordinance on Transportation Demand Management and Trip Reduction Measures (Ordinance No. 168,700) will continue to be implemented in the West Adams-Baldwin Hills-Leimert TIMP CPA. This Ordinance calls for several measures to be taken by non-residential developments to achieve the necessary trip reduction targets. LADOT is responsible for monitoring the current Citywide TDM Ordinance attached in Appendix E. In addition to TDM strategies required as part of the citywide ordinance, the following TDM strategies are recommended as part of a specific TDM program for the West Adams-Baldwin Hills-Leimert TIMP: TDM Coordinator – A single transportation coordinator would design, manage and update the TDM program. Area-Wide Transportation Management Association – An area-wide TMA would manage a TDM program for a larger community or group of developments in close proximity to one another. The TMA would be in charge of implementing the strategies below on a larger scale and would be run by a TDM coordinator. Bicycle Facilities – Commuter bicycle facilities such as secure bicycle parking (short-term and long-term bike racks and lockers), and shower and personal locker facilities help reduce peak period and daily automobile trips to-and-from project sites. Integrated Mobility Hubs – Integrated Mobility Hubs are envisioned as a requisite part of fixed rail transit stations in support of extending the accessibility of those new stations beyond the traditional one-half mile radius that is comfortable for pedestrian access. These hubs implement the concept of “first/last mile” access utilizing the integration of local shuttle buses, shared cars, and shared bicycles as means for extending the utility and patronage of the transit stations. Information kiosks to provide both commuters and visitors real-time information on access options and services are also an important part of Integrated Mobility Hubs. Similarly, these Hubs can be implemented at major employment sites to support daytime transportation needs of commuters, 28 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 thus minimizing the need for use of the car at the work site, encouraging ridesharing, and providing secure bike parking, complementary storage and coordination of the access modes originating at the Integrated Mobility Hub. Provide Pedestrian Network Improvements – Providing a complete pedestrian access network encourages people to walk instead of drive. Physical barriers such as walls, landscaping, and slopes that impede pedestrian circulation could be eliminated. Flexible Work Hours – Also known as flextime, this strategy gives employees the option of shifting their daily arrival and departure times to off-peak hours. This spreads out the arrival and departure of employees and shifts vehicle trips to non-peak hours. Telecommuting – Telecommuting provides an alternative to home-to-work vehicle trips. The City should encourage incorporation of new technologies supporting telecommuting (e.g., broadband, teleconferencing equipment) into new office and residential developments. Telecommuting measures could be used by non-residential developers toward compliance with the Citywide TDM Ordinance. Transportation Information Center – A TIC is a centrally-located commuter information center where employees could obtain information regarding commute programs and obtain real-time information for planning travel without using an automobile. A TIC typically provides information about transit schedules, commute planning, ridesharing, telecommuting, bicycle and pedestrian routes and facilities, on-site services, and local-serving businesses. This could also be implemented online. Ridesharing (Carpool and Vanpools) – Ridesharing is typically a primary focus of employee TDM strategies. Ideal candidates for ridesharing programs are employees who work Monday through Friday and maintain relatively fixed schedules, such as office employees. This measure provides the potential for employees to come to work relaxed and/or work during the commute. They also traditionally benefit from reserved (preferential) parking and designated loading zones. Online ride-matching services allow employees to take advantage of the carpool and vanpool programs. Parking Cash Out – California’s parking cash out program was enacted as state law in 1992. It means that commuters who are offered subsidized or no cost parking are also offered the cash equivalent paid by their employer (e.g., $100 per month) if they forgo their parking space and use alternative travel modes such as biking or taking the bus to work. The law applies to employers of 50 persons or more and who do not own the parking spaces they provide to employees. The success of parking cash out programs in reducing single occupant vehicle usage is well documented. In 1997, Donald Shoup conducted case studies of parking cash out for the California Air Resources Board and found that after cash out, solo driving fell by 17% and total vehicle miles traveled were reduced by 12%. Unbundled Parking – Residential parking could be “unbundled” and sold or leased separately from units. Unbundling parking makes the cost of parking visible to households and may encourage some residents to save money by opting for a single off-street space or no dedicated parking, when two spaces per dwelling unit may otherwise be the norm. 29 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 5.3 Limit Parking Supply – Change parking requirements and types of parking supply to encourage “smart growth” development and alternative transportation choices by project residents and employees. This would be accomplished in a multi-faceted strategy: o Elimination (or reduction) of minimum parking requirements o Creation of maximum parking requirements o Provision of shared parking RESIDENTIAL NEIGHBORHOOD TRAFFIC MANAGEMENT PLANS This section discusses current difficulties encountered by public agencies in dealing with traffic intrusion onto residential streets and potential solutions to minimize those problems. The primary intent and function of residential streets is to serve the land that abuts them. They provide access to homes, residents and their visitors, including those who provide delivery/collection services. In recent years, as traffic has grown, residential streets have been used more as pass-through routes for commuters by-passing the increasing congestion along major and secondary highways and as storage for spillover parking from adjacent commercial streets. Portions of the West Adams-Baldwin Hills-Leimert CPA have a grid-system street network. This is especially susceptible to traffic intrusion because streets are usually parallel to one another and provide convenient alternate routes to commuters bypassing parallel major and secondary highways. Levels of service of residential streets parallel to major and secondary highways will worsen as conditions along those highways continue to deteriorate. If left unattended, traffic volumes on those residential streets ultimately increase to such levels that they become a great concern to adjacent residents. The following sections describe the various elements that need to be addressed to ensure that traffic intrusion to residential streets is minimized. These sections discuss existing and potential problems, traffic control measures, and implementation of neighborhood traffic management plans. 5.3.1 Existing Problems Residential areas in the West Adams-Baldwin Hills-Leimert CPA, such as the residential neighborhoods in the vicinity of I-10, have been identified as experiencing pass-through traffic. As traffic continues to grow, service conditions on additional residential streets can be expected to deteriorate. Commercial development in and around the West Adams-Baldwin Hills-Leimert CPA is expected to increase significantly between now and 2030. Spillover parking from adjacent commercial streets could also occur. Responding on a case-by-case basis without analyzing the entire nature, context, and cause of the problems has been ineffective in minimizing "unwanted traffic" in residential streets within a community and preventing the use of curb parking spaces by vehicles whose destinations are outside the neighborhood. Frequently, implementing neighborhood traffic controls on one street would cause intruding traffic and spillover parking to shift to other residential streets, and similar problems would recur on those streets. An effective neighborhood traffic management plan can only be implemented on an area-wide basis involving all affected parties including planners, traffic engineers, neighborhood residents, and Council representatives. 30 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 5.3.2 Identification of Problem It is recommended that a series of neighborhood outreach meetings be held to identify and discuss existing and anticipated future "cut-through" traffic and spillover parking from adjacent commercial districts. Through these neighborhood/community meetings (attended by representatives from the neighborhood councils, or other groups and/or individual homeowner(s) in the community, the respective Council offices, and LADOT), strategies and programs would be developed to minimize "unwanted" traffic and parking. These meetings would also provide better defined goals and objectives of the neighborhood traffic management plan, attain agreement by all affected parties on the boundary of a study area, and provide a better understanding on effectiveness of the proposed mitigation measures to minimize "cutthrough" traffic and spillover parking. Availability of funding to pay for implementation of programs and other concerns would also be discussed in the meetings. 5.3.3 Traffic Control Measures Figure 5-2 illustrates examples of typical neighborhood traffic controls used to regulate, warn, and guide motorists and pedestrians in safe, efficient, and compatible movement of vehicles and pedestrians. Geometric design features could also be used to guide and restrict the physical movement of vehicles and pedestrians, defining and allocating various parts of the public right-of-way for use by motorized traffic, cyclists, and pedestrians. Installation of certain types of control devices such as stop signs requires satisfaction of specific criteria. The City could be exposed to lawsuits should an accident occur that might be attributed in whole or in part to the presence of the unwarranted device if a control device is installed when those standard warrants are not met. In order for neighborhood traffic control plans to be effective, traffic control measures should be clearly understood by motorists and pedestrians. To assure this, the traffic control measures, as described in the State of California Traffic Manual, should: Convey clear and unambiguous message Be justified Regulate the traffic for which they are applied and intended 5.3.4 Implementation of Neighborhood Traffic Management Plans To successfully implement a neighborhood traffic management plan, residents within the study area must participate in the process to articulate their priorities and values, respond to proposed plans and designs, and offer alternatives of their own. This task is time consuming. At the same time, a monitoring program should be established to: Ensure that proper devices are installed Analyze the effectiveness of the neighborhood traffic management measures Study effects of "before and after" installation of control devices Ensure that undesirable impacts of the measures on established residential neighborhoods are minimal Examine the needs for additional controls to deter unanticipated "cut-through" traffic and spillover parking from adjacent commercial districts 31 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 5.4 PROPOSED TRANSPORTATION SYSTEMS MANAGEMENT STRATEGIES TSM strategies are intended to improve existing transportation systems using operational or minor physical improvements. The proposed TSM strategies for the West Adams-Baldwin Hills-Leimert CPA are: Adaptive Traffic Control System – ATCS should be implemented at all critical intersections along all of the major and secondary arterial travel corridors within the West Adams-Baldwin HillsLeimert CPA. The ATCS system essentially upgrades the Automated Traffic Surveillance and Control (ATSAC) system currently on line at most of the locations recommended for improvement. ATCS is a PC-based traffic control program that provides fully traffic responsive signal control based on real-time traffic conditions. ATCS automatically adjusts and optimizes traffic signal timing in response to current traffic demands on the entire signal network such that the number of stops and the amount of delay is minimized along with improved traffic signal coordination throughout the network. LADOT estimates that the existing ATSAC system improves intersection capacity by an average of 7%, and estimates that implementation of ATCS improves intersection capacity by an additional 3% over the ATSAC system alone. Implementation of ATCS in the West Adams-Baldwin Hills-Leimert CPA would require full implementation of the various ATCS sub-systems present in the area, allowing for seamlessly optimized real-time operation both within and between the sub-systems. Intersection Improvements – Identify and implement localized intersection improvements (e.g., channelization, turn lanes, signal modifications, pedestrian improvements, and safety improvements) as warranted and feasible within the West Adams-Baldwin Hills-Leimert CPA. Roadway Segment Capacity – The traffic signals at many of the intersections within the City of Los Angeles currently operate using older Type 170 traffic signal controller. Newer Model 2070 controllers provide for enhanced and real-time operation of the traffic signal timing. Type 2070 controllers allow LADOT to provide instant adjustments to the signal’s timing parameters based on real-time traffic conditions. The upgrade of the controllers, when supplemented by the installation of strategically placed closed-circuit television (CCTV) cameras and additional vehicle detector loops, is expected to reduce the V/C ratio by a minimum of 0.01. These traffic signal hardware upgrades are needed to provide for enhanced operation of the City’s ATSAC signal system, and to allow LADOT to manage traffic in direct response to real-time traffic flow. The strategic placement of a CCTV camera affords LADOT with the ability to monitor vehicles and buses, and respond to incidents that cause excessive delays. The West Adams-Baldwin HillsLeimert TIMP assumes a 1% improvement in roadway segment capacity based on LADOT guidelines. 5.5 PROPOSED HIGHWAY INFRASTRUCTURE IMPROVEMENTS The West Adams-Baldwin Hills-Leimert CPA is comprised of mature communities with established structure setback lines along major and secondary arterials. Major street widenings are not likely to be feasible in most areas without significant disruption and/or neighborhood impacts. However, selected highway infrastructure improvements are proposed in the TIMP: Street Improvements to Standard – The City of Los Angeles has established standard right-ofway (ROW) and roadbed (curb-to-curb) pavement widths for various roadway classifications. The City’s standard for major and secondary highway classifications are as follows: 32 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Roadway Classification Pavement Width ROW Width Major Highway Class I 102’ 126’ Major Highway Class II 80’ 104’ Secondary Highway 70’ 90’ As mentioned, much of the West Adams-Baldwin Hills-Leimert CPA is comprised of mature communities with established building setback lines. It is recommended that eventual roadway widening, which may include vehicular roadbed and/ or pedestrian realm (parkway/ sidewalk) improvements be accomplished by conditioning the approval of individual property developments as generally required through LAMC Section 12.37 regarding Highway and Collector Street Dedication and Improvement. Specifically, under most circumstances LAMC Section 12.37 requires a newly developed parcel to dedicate property and improve adjacent roadways to their designated standards. With ROW and improvements obtained through LAMC Section 12.37, the City could ultimately widen sections of roadways to a defined standard to meet specific community goals and objectives such as enhancement of the pedestrian realm, conservation of desirable neighborhood character, or, increase to vehicular capacity. This method of roadway widening could be used in combination with the CPIO mechanism to tailor development standards within the West Adams-Baldwin Hills-Leimert CPA to minimize disruption to neighboring businesses and residents and potentially improve both pedestrian and bicycle mobility as well as traffic circulation beyond what is projected in this TIMP. Given the Plan Area’s th established early 20 Century development pattern especially along most east/ west corridors, roadway improvement involving vehicular roadbed widening would take a long time before sufficient ROW could be obtained toward effectively improving vehicular capacity. Therefore, it is recommended that many of the Plan Area’s current street designation standards further clarify that roadway dedication and improvement required through LAMC Section 12.37 facilitate mobility by way of a variety of modes, not just the automobile, and in particular pedestrian, bicycle and mass transit. 5.6 STREET SYSTEM CLASSIFICATION CHANGES Proposed changes to the street system classification scheme in the corridor segments in the West Adams-Baldwin Hills-Leimert CPA Community Plan circulation plan, including reclassifications and deletions, are described below. The West Adams-Baldwin Hills-Leimert Community Plan implements a series street system reclassifications or “modified street standards”. This is based on existing and proposed land uses, the presence of historic buildings, activity nodes around light rail transit stations as well as development potential and vehicle and pedestrian activity. Appendix H contains a map and specific details regarding the street system reclassifications. 5.6.1 Reclassifications Change the classification of the following street segments in keeping with the role of the street in the circulation system. Refer to Appendix H for the detailed inventory of modified street standards. 5.6.2 Vacations/Closures The following roadway segment should be temporarily closed or permanently vacated from the West Adams-Baldwin Hills-Leimert Community Plan circulation plan: 33 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 5.7 Exposition Boulevard from La Brea Avenue to Rimpau Boulevard – Close or vacate a section of Exposition Boulevard (approximately 200 feet) east from its current terminus at La Brea Avenue. This segment is being closed or vacated to create a more pedestrian friendly environment adjacent to the Exposition Light Rail Transit Line station at La Brea Avenue. No street reclassification is required in order to process the vacation. PROPOSED PUBLIC TRANSIT IMPROVEMENTS & POLICIES Metro Local and Metro Rapid buses currently service or pass through the CPA and two light rail lines operated by Metro are programmed for implementation before 2030 with stops in the West AdamsBaldwin Hills-Leimert CPA as discussed in Section 2.3. Proposed changes in land use and urban design as part of the TIMP are expected to encourage transit ridership within the West Adams-Baldwin Hills-Leimert CPA. However, safe, convenient, accessible, and easily identifiable transit locations also play a major role in encouraging and facilitating transit ridership. The following public transit improvements and policies are proposed as part of the West Adams-Baldwin Hills-Leimert CPA to encourage and facilitate transit ridership: Encourage bus stop/bus station upgrades at all Metro Local and Metro Rapid bus stops located in the Plan area including bus shelters with a seating option, lighting, trash receptacles, and transit information. Transit information includes a route map and timetable for each transit line stopping at the stop as well as an electronic display of “next bus” information Encourage development of enhanced crosswalks and pedestrian facilities at all intersections adjacent to existing and future Metro Local and Metro Rapid bus stops as well as light rail stops along the Mid-City Exposition and future Crenshaw/LAX transit corridors as discussed in Section 2.3 Basic amenities such as coffee shops, sundries and newsstands at transit locations with high ridership and frequent service The proposed roadway segment closure or vacation adjacent to the Exposition Light Rail Transit Line station at La Brea Avenue as discussed in Section 3.6.2 Encourage measures aimed at supporting the Exposition Light Rail Transit Line such as First mile/last mile concepts, e.g., taxis and taxi sharing, bicycle sharing, accommodating bicycles on transit and car sharing/car rental Encourage the use of public transit through a public information program Encourage the provision of bus bays by requiring development projects to provide right of way Work with Metro to develop a robust feeder system to Crenshaw and Exposition LRT systems Work with Metro to expand transit service to areas not currently served Regularly evaluate the necessity for improved transit facilities (e.g., bus shelters, benches, information programs, etc.) Pursue internal and external funding sources for transit projects Improve the safety, ease and convenience of using transit by making improvements to transit waiting areas, including lighting, shelters, benches and adequately sized waiting areas 34 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 Recommend that development projects provide transit amenities such as shade, trees, bus shelters, bicycle racks or lockers and stamped crosswalks located at intersections served by different transit modes, or intersections Metro identifies as major transfer nodes Support Metro’s plan to construct multi-modal transit centers at locations served by various types of transit Encourage developments to offer monthly transit commuter discounts on transit passes Improve on-street bicycle access to bicycle commuter facilities at Metro bus stops Expand shuttle routes to supplement other paratransit services Minimize driveways along streets served by articulated buses 5.9 PARKING POLICIES Parking policies have the ability to influence the mode by which people travel. In some instances it is advantageous to encourage the sharing of parking to reduce the amount of parking spaces, especially in commercial areas with complimentary land uses. The following parking policies are recommended for the West Adams-Baldwin Hills-Leimert CPA Community Plan Area to help encourage transit use and mixeduse/transit-oriented development. Require ground-floor commercial uses in off-street parking facilities located in commercial areas. Establish maximum parking requirements for individual projects. For example, consider existing LAMC parking requirements to be the maximum number of parking spaces allowed for projects. Require applicants for residential, mixed-use or commercial projects who request parking spaces that exceed the maximum to make the additional spaces requested available for use by the general public. Support projects that reserve on-street parking spaces for shared cars near major transit nodes. Support parking programs that encourage transit use. Develop new off-street public parking resources, including parking structures and underground parking, in accordance with design standards. Support proposals to build parking structures that can be used by multiple customer groups in areas of high parking demand. Provide preferential parking to vanpools and carpools Encourage shared parking between private businesses Reserve on-street parking in commercial districts for short-term parking 35 LEGEND Backbone Bikeway Network Neighborhood Bikeway Network Green Bikeway Network Countywide Existing and Proposed Bicycle Facilities Source: City of Los Angeles Planning Department March 2011 N NOT TO SCALE CITYWIDE BICYCLE PLAN FIGURE 5-3 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 CHAPTER 6. YEAR 2030 TRAFFIC CONDITIONS WITH PROPOSED TIMP This chapter summarizes an analysis of projected 2030 conditions both with and without implementation of the proposed West Adams-Baldwin Hills-Leimert TIMP. The chapter provides a discussion of potential vehicle trip reductions due to changes in the 4Ds built environment variables, followed by an assessment of projected traffic volumes and roadway segment levels of service with implementation of the highway infrastructure and transportation system management components of the TIMP. 6.1 ESTIMATION OF TRIP REDUCTIONS The analysis of traffic conditions accounts for the changes in land use, along with the presence of two new light rail transit lines along Exposition and Crenshaw Boulevards in the community plan area. The literature on travel behavior indicates that built environment variables such as land use Density, land use Diversity, pedestrian Design, and access to regional Destinations have a significant effect on travel demand. The main analytical tool for forecasting the long-term effects of land use on transportation networks is the travel demand forecasting (TDF) model. Typical TDF models are insensitive to most smart growth development characteristics. This is because the 4Ds are based on highly localized variables, while TDF models are generally based on regional data. Traditional TDF models do well at predicting travel demand characteristics of homogenous areas with standard land uses, but tend to overestimate the number of vehicle trips from smart growth areas. The 4Ds process has been developed to reflect the benefits of smart growth development more accurately. The purpose of the 4Ds adjustment process is to enhance the sensitivity of conventional models and provide policy makers with more reliable forecasts of the likely effects of their policies. The 4Ds are intended to predict relative changes in vehicle trips resulting from changes in built environment variables that have been shown in national research to reduce per-capita auto use. The following four built environment variables were used to estimate the vehicle trip reductions: Density – Residential and non-residential development per acre Diversity – Mix of residential and non-residential development Design – Connectivity and walkability of the transportation network Destination Accessibility – Relative location of land use to major regional attractions, as infill sites generate fewer and shorter vehicle trips than fringe area development The 4Ds process uses an elasticity derived for each of the built environment variables to predict vehicle trip reductions between two alternative land use scenarios. For this application, the 4Ds elasticities were applied to land use differences between the existing (Year 2008) conditions and the Year 2030 (Proposed TOD Plan with 4Ds) land use scenarios due to the concentrations of land use along major corridors and around proposed transit stations and the inclusion of parking reductions. 6.2 YEAR 2030 TRAFFIC VOLUMES WITHOUT AND WITH PROPOSED TIMP As described in Chapter 3, the base year travel demand model was calibrated and validated to 2008 traffic conditions. The calibrated highway network was then used to produce the 2030 base highway network. This highway network was used to produce traffic forecasts for the Year 2030 Current Plan, and the Year 2030 NCP (Proposed TOD Plan with 4Ds) scenarios. 38 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 To estimate the effectiveness of the proposed West Adams-Baldwin Hills-Leimert TIMP, the 2030 highway network was modified to incorporate the physical improvement elements of the TIMP. In addition, as described in Section 3.1, it was determined that the implementation of bicycle facilities would require the limited reclassification of roadways, removal of on-street parking, or removal of travel lanes. Therefore, roadway capacity changes associated with each of the following three bicycle facility improvement scenarios were applied to the modified 2030 highway network to produce the following three West Adams-Baldwin Hills-Leimert TIMP scenarios: No additional bike lanes in the West Adams-Baldwin Hills-Leimert CPA Bike lanes along all identified corridor segments in the West Adams-Baldwin Hills-Leimert CPA Bike lanes along select identified corridor segments in the West Adams-Baldwin Hills-Leimert CPA The modified 2030 origin-destination trip tables associated with the Year 2030 NCP scenario were then assigned to the three modified 2030 highway networks to produce traffic forecasts in the West AdamsBaldwin Hills-Leimert CPA for each of the three TIMP scenarios. 6.3 ROADWAY SEGMENT LEVEL OF SERVICE ANALYSIS Appendix F summarizes the forecasted traffic volumes and estimated V/C ratios with corresponding levels of service for the analyzed freeway, major highway, secondary highway, and collector street roadway segments in the West Adams-Baldwin Hills-Leimert CPA under existing (Year 2008), and the Year 2030 NCP with the three TIMP scenarios. Roadway segment LOS under Year 2030 NCP conditions are compared to the existing (Year 2008) conditions to determine cumulative impacts of traffic (including that generated by regional growth) during the study period. The roadway system is considered to be significantly impacted if the weighted average V/C ratio under projected Year 2030 NCP conditions for all of the analyzed roadway segments is greater than that projected under existing (Year 2008) conditions or the number of roadway segments projected to operate at unsatisfactory levels of service (i.e., LOS E or F) under Year 2030 NCP conditions is greater than the number projected under existing (Year 2008) conditions. 6.3.1 2008 and 2030 Conditions without TIMP Tables 6-1 and 6-2 provide a summary of the results in Appendix F for the AM and PM peak hours, respectively. As shown, 57 of 508 segments were estimated to operate under unsatisfactory conditions (LOS E or F) during the AM peak hour, and 53 of 508 were estimated to operate under unsatisfactory conditions (LOS E or F) during the PM peak hour under existing (Year 2008) conditions. Under the Year 2030 NCP scenario (without implementation of the proposed TIMP improvements), the number of segments expected to operate under unsatisfactory conditions during the AM and PM peak hours is 78 and 101, respectively. Comparison of the Year 2030 NCP scenario to existing (Year 2008) conditions reveals that the number of segments operating at unsatisfactory levels of service is projected to increase by 26 in the AM peak hour and by 52 in the PM peak hour. The significantly larger increase in the number of segments operating unacceptably in the PM peak hour is due to the additional 8,000 jobs provided by the Year 2030 NCP land use plan, the majority of which is commercial employment, which typically produces four times as many vehicle trips in the PM peak hour than in the AM peak hour. The increase in the number of segments operating at unsatisfactory conditions between the Year 2030 NCP and existing (Year 2008) scenarios indicates that the land use growth anticipated under the NCP project, without implementation of the proposed TIMP improvements, would have a significant cumulative impact on the roadway system. 39 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 6.3.2 2030 Conditions with TIMP The following is a summary of weighted average V/C ratios and the number of segments expected to operate under unsatisfactory conditions with the three proposed TIMP scenarios (the corridor segments are illustrated on Figure 5-1 and the resulting roadway capacity changes for each scenario are outlined in Appendix D). 6.3.2.1 No Additional Bike Lanes TIMP Scenario With implementation of the proposed West Adams-Baldwin Hills-Leimert TIMP with no additional bike lanes, Tables 6-1 and 6-2 indicate that 71 segments during the AM peak hour and 99 segments during the PM peak hour are projected to operate under unsatisfactory conditions. Comparing this scenario to existing (Year 2008) conditions reveals that the number of segments operating at unsatisfactory LOS is projected to increase by 14 in the AM peak hour and by 46 in the PM peak hour. The weighted average V/C ratio for all of the analyzed link segments within the West Adams-Baldwin Hills-Leimert CPA is estimated to increase by about 0.025 in the AM peak hour and by 0.066 in the PM peak hour when compared to existing (Year 2008) conditions. 6.3.2.2 Bike Lanes along All Identified Corridor Segments TIMP Scenario With implementation of the proposed West Adams-Baldwin Hills-Leimert TIMP with bike lanes along all identified corridor segments, Tables 6-1 and 6-2 indicate that 92 segments during the AM peak hour and 119 segments during the PM peak hour are projected to operate under unsatisfactory conditions. Comparing this scenario to existing (Year 2008) conditions reveals that the number of segments operating at unsatisfactory LOS is projected to increase by 35 in the AM peak hour and by 66 in the PM peak hour. The weighted average V/C ratio for all of the analyzed link segments within the West AdamsBaldwin Hills-Leimert CPA is estimated to increase by about 0.063 in the AM peak hour and by 0.100 in the PM peak hour when compared to existing (Year 2008) conditions. The worsening LOS conditions are a direct result of the assumptions that some travel lanes will need to be removed in order to install the bicycle lanes. 6.3.2.3 Bike Lanes along Selected Identified Corridor Segments TIMP Scenario With implementation of the proposed West Adams-Baldwin Hills-Leimert TIMP with bike lanes along selected identified corridor segments, Tables 6-1 and 6-2 indicate that 89 segments during the AM peak hour and 111 segments during the PM peak hour are projected to operate under unsatisfactory conditions. Comparing this scenario to existing (Year 2008) conditions reveals that the number of segments operating at unsatisfactory LOS is projected to increase by 32 in the AM peak hour and by 58 in the PM peak hour. The weighted average V/C ratio for all of the analyzed link segments within the West Adams-Baldwin Hills-Leimert CPA is estimated to increase by about 0.043 in the AM peak hour and by 0.082 in the PM peak hour when compared to existing (Year 2008) conditions. This scenario results in fewer traffic impacts than the other two TIMP scenarios because less roadway capacity is being removed to accommodate bicycle lanes. 6.3.3 Significance Criterion Based on the analysis results, none of the three proposed TIMP scenarios would be effective in improving overall operating conditions over existing (Year 2008) conditions as measured by average V/C ratio. The TIMP scenarios are also projected not to maintain the same number (or fewer) of segments at LOS E or F when compared to existing (Year 2008) conditions. Thus, the significant impacts of the NCP project would not be mitigated per these vehicle-oriented criteria. However, the TIMP includes many beneficial elements aimed to encourage alternative modes of travel, such as the creation of more 40 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 pedestrian-friendly environments around transit stations and the provision of bicycle facilities along major corridors. 6.4 VEHICLE MILES OF TRAVEL ANALYSIS The vehicle miles traveled on all CPA roadways (including vehicle miles of travel associated with vehicles passing through the CPA) are provided in Tables 6-1 and 6-2. As shown, vehicle miles of travel increase with all three TIMP scenarios in both the AM and PM peak hours when compared to existing (Year 2008) conditions. However, vehicle miles of travel decrease with all three TIMP scenarios when compared to the Year 2030 NCP scenario (without implementation of the proposed TIMP improvements). This is due to reductions in roadway capacity along major corridors required to provide the proposed bike lanes, and the anticipated shift from automobile use, particularly for shorter trips, anticipated through the inclusion of bike lanes and other modes of transportation throughout the area. 6.5 WEST ADAMS - BALDWIN HILLS - LEIMERT PARK PROPOSED TIMP Based on the findings presented in section 6.3.2, the City of Los Angeles has selected the “Bike Lanes along Selected Identified Corridor Segments TIMP Scenario” in conjunction with the measures identified in Chapter 5. 41 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE 6-1: SUMMARY OF AM PEAK HOUR ROADWAY SEGMENT LEVELS OF SERVICE Number of Segments1 Operating at: Weighted Average V/C Vehicle Miles of Unsatisfactory Ratio Travel LOS (E or F) (all segments*) Scenario LOS D or better LOS E LOS F Year 2008 Existing Conditions 451 21 36 57 0.719 240,118 Year 2030 Current Plan 432 37 39 76 0.746 270,629 Year 2030 NCP (Proposed 2 TOD Plan with 4Ds ) 430 38 40 78 0.756 277,905 Proposed TIMP Alternatives Year 2030 NCP No Bike Lanes 437 31 40 71 0.744 277,760 Year 2030 NCP Full Bike Lanes 416 31 61 92 0.781 273,368 Year 2030 NCP Alternative Bike Lanes 419 37 52 89 0.762 275,265 Note: 1. Segments include major highways, secondary highways, and collector streets within CPA. 2. See Chapter 6 for further description. 42 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE 6-2: SUMMARY OF PM PEAK HOUR ROADWAY SEGMENT LEVELS OF SERVICE Number of Segments1 Operating at: Weighted Average V/C Vehicle Miles of Unsatisfactory Ratio Travel LOS (E or F) (all segments*) Scenario LOS D or better LOS E LOS F Year 2008 Existing Conditions 455 19 34 53 0.720 258,254 Year 2030 Current Plan 425 38 45 83 0.764 289,602 Year 2030 NCP (Proposed TOD Plan with 4Ds2) 407 47 54 101 0.793 303,704 Proposed TIMP Alternatives Year 2030 NCP No Bike Lanes 409 44 55 99 0.786 303,578 Year 2030 NCP Full Bike Lanes 389 41 78 119 0.820 297,762 Year 2030 NCP Alternative Bike Lanes 397 43 68 111 0.802 300,345 Note: 1. Segments include major highways, secondary highways, and collector streets within CPA. 2. See Chapter 6 for further description. 43 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 CHAPTER 7. CONGESTION MANAGEMENT PROGRAM ANALYSIS Analyses were conducted to comply with the Los Angeles County CMP requirements. This analysis was conducted in accordance with the procedures outlined in the 2010 Congestion Management Program for Los Angeles County. The CMP requires that when a traffic impact analysis is prepared for a project, traffic impact analyses be conducted for select regional facilities based on the quantity of project traffic expected to use those facilities. 7.1 CMP THRESHOLDS OF SIGNIFICANCE The guidelines set forth in the 2010 CMP for Los Angeles County, indicate that if a proposed development project adds 150 or more trips in either direction during either the morning or evening peak hour to the mainline freeway monitoring location, then a CMP freeway analysis must be conducted. If a proposed project adds 50 or more peak hour trips in either the AM or PM peak hour (of adjacent street traffic) to a CMP arterial intersection, then a CMP arterial intersection analysis must be conducted. For the purpose of a CMP Traffic Impact Analysis, a project impact is considered to be significant if the proposed project increases traffic demand, as determined by comparing each Year 2030 scenario to existing (2008) without project conditions, on a CMP facility by 2 percent of capacity (V/C ≥ 0.02), causing or worsening LOS F (V/C ≥ 1.00). Under these criteria, a project would not be considered to have a regionally significant impact if the analyzed facility is operating at LOS E or better after the addition of project traffic regardless of the increase in V/C ratio caused by the project. If the facility is operating at LOS F with project traffic, and the incremental change in the V/C ratio caused by the project is 0.02 or greater, the project would be considered to have a significant impact. 7.2 CMP ANALYSIS A regional analysis was conducted to quantify potential impacts of the three proposed TIMP scenarios on the regional freeway system serving the CPA. One freeway mainline location and no arterial monitoring locations were identified within the CPA. The mainline location is located just east of La Brea Avenue on I-10, identified as the following CMP Freeway Monitoring Station in 2010 Congestion Management Program for Los Angeles County. Route 10, at postmile R10.71, east of La Brea Avenue Existing freeway mainline traffic volumes were obtained from 2010 Congestion Management Program for Los Angeles County for the selected freeway mainline location. Traffic forecasts for each Year 2030 scenario were developed by adding the difference between the forecasted traffic volume and the validated base year traffic volume to the 2008 traffic volume. The demand-to-capacity (D/C) ratios were calculated for each freeway segment using a capacity of 2,000 vehicles per hour per lane (vphpl) for travel lanes, and 1,250 vphpl for auxiliary lanes. Freeway segment levels of service were determined based on D/C ratios and the definitions shown in Table 7-1. 44 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 TABLE 7-1: CMP FREEWAY SEGMENT LEVEL OF SERVICE DEFINITIONS Level of Service Demand/Capacity (LOS) Ratio Threshold Flow Conditions A 0.00 - 0.35 Highest quality of service. Free traffic flow, low volumes and densities. Little or no restriction on maneuverability or speed. B >0.35 - 0.54 Stable traffic flow, speed becoming slightly restricted. Low restriction on maneuverability. C >0.54 - 0.77 Stable traffic flow, but less freedom to select speed, change lanes or pass. Density increasing. D >0.77 - 0.93 Approaching unstable flow. Speeds tolerable but subject to sudden and considerable variation. Less maneuverability and driver comfort. E >0.93 - 1.00 Unstable traffic flow with rapidly fluctuating speeds and flow rates. Short headways, low maneuverability and low driver comfort. F(0) >1.00 - 1.25 F(1) >1.25 - 1.35 Forced traffic flow. Severe congested conditions prevail for more than one hour. Speed and flow may drop to zero with high densities. F(2) >1.35 - 1.45 Forced traffic flow. Severe congested conditions prevail for more than one hour. Speed and flow may drop to zero with high densities. F(3) >1.45 Forced traffic flow. Severe congested conditions prevail for more than one hour. Speed and flow may drop to zero with high densities. Source: Forced traffic flow. Speed and flow may be greatly reduced with high densities. Adapted from Los Angeles County Metropolitan Transportation Authority, 2010 Congestion Management Program for Los Angeles County, 2010. The significant impact criteria established by the CMP states that a project would generate significant regional freeway impacts if the project increases traffic demand on a CMP facility by 2 percent of capacity (V/C >= 0.02), causing or worsening LOS F (V/C > 1.00). The segment analysis at the freeway monitoring station location is displayed in Appendix G. As shown in Appendix G, the proposed West Adams-Baldwin Hills-Leimert Park TIMP would result in a significant impact on the freeway monitoring station location during the AM and PM peak hours. As there is no feasible mitigation within the existing right-of-way, and taking additional right-of-way for vehicular traffic may conflict with a number of other policies, the impacts would remain significant and unavoidable. However, implementation of the proposed goals and policies of the New Community Plan Program regarding walking, bicycling, transit use, transit-oriented development, and TDM would serve to reduce vehicle tripmaking improve mobility within the CPA. 7.3 CMP TRANSIT ANALYSIS Fixed-route public transportation service in the West Adams-Baldwin Hills-Leimert Park Community Plan Area is currently provided by the Los Angeles County Metropolitan Transit Authority (Metro), the Los Angeles Department of Transportation (LADOT) and the Santa Monica Big Blue Bus. The bus routes serving the Community Plan Area are described in Chapter 2. The transit and TDM elements of the proposed TIMP are intended to reduce the number of vehicle trips within the study area, particularly the home based work commuter trips during peak periods. The 45 Draft Transportation Improvement and Mitigation Program New Community Plan Program West Adams-Baldwin Hills-Leimert Community Plan Area August 2012 increased services envisioned in the plan area are focused along Crenshaw Boulevard, with the addition of the Crenshaw/LAX Light Rail Transit Line. This new transit line will connect with the Exposition Light Rail Transit Line that will ultimately travel from Downtown Los Angeles to the City of Santa Monica. It is also expected that the Exposition and Crenshaw Light Rail Transit lines will be supplemented by expanded circulator and feeder services in and around the West Adams-Baldwin Hills-Leimert Park CPA. The transit system improvements contained in the proposed West Adams-Baldwin Hills-Leimert Park TIMP are intended to add sufficient additional capacity to the transit system so as to accommodate increased ridership generated by the plan. The City of Los Angeles and Metro will continue to work together to ensure that the future transit supply in the area is consistent with the West Adams-Baldwin Hills-Leimert Park Community Plan. 46 APPENDIX A: EXHIBITS OF GENERALIZED STREET CROSS SECTIONS APPENDIX B: EXISTING STREET INVENTORY APPENDIX B EXISTING SURFACE STREET CHARACTERISTICS SEGMENT Pico Bl 18th St Venice Bl Washington Bl Adams Bl National Bl Exposition Bl Westhaven St Jefferson Bl Rodeo Rd Coliseum St Stocker St FROM West Bl Crenshaw Bl 6th Av Robertson Bl La Cienega Bl National Bl La Cienega Bl Fairfax Av Thurman Av Hauser Bl Cochran Av Redondo Bl La Brea Av Rimpau Bl West Bl Crenshaw Bl 6th Av Fairfax Av Hauser Bl Redondo Bl La Brea Av Rimpau Bl West Bl Crenshaw Bl 6th Av Fairfax Av Hauser Bl Redondo Bl La Brea Av Harcourt Av Buckingham Rd Crenshaw Bl Mont Clair St 7th St TO Castle Heights Robertson Bl Venice Bl La Brea Av Buckingham Rd Crenshaw Bl 6th Av Arlington Av La Cienega Bl Fairfax Av La Cienega Bl Fairfax Av Thurman Av Hauser Bl Cochran Av Redondo Bl La Brea Av Rimpau Bl West Bl Crenshaw Bl 6th Av Arlington Av Hauser Bl Redondo Bl La Brea Av Rimpau Bl West Bl Crenshaw Bl 6th Av Arlington Av Hauser Bl Redondo Bl La Brea Av Harcourt Av Buckingham Rd Crenshaw Bl Mont Clair St 7th St Arlington Av Robertson Bl Venice Bl Washington Bl Buckingham Rd Crenshaw Bl Crenshaw Bl Deacon Av 7th St 3rd Hauser Bl Redondo Bl Deacon Av 7th St 3 rd St Arlington Av Redondo Bl La Brea Av La Cienega Bl Hauser Bl Redondo Bl La Brea Av Harcourt Av Buckingham Rd Crenshaw Bl Deacon Av 7th St Hauser Bl Redondo Bl La Brea Av Harcourt Av Buckingham Rd Crenshaw Bl Deacon Av 7th St Arlington Av Jefferson Bl La Cienega Bl La Brea Av Martin Luther King, Jr. Bl Crenshaw Bl 7th St Clyde La Brea Av Martin Luther King, Jr. Bl Crenshaw Bl Deacon Av La Brea Av Crenshaw Bl La Cienega Bl La Brea Av Martin Luther King, Jr. Bl Crenshaw Bl 7th St Arlington Av La Brea Av Martin Luther King, Jr. Bl Crenshaw Bl Deacon Av Rodeo Rd Crenshaw Bl Leimert Bl ROAD TYPE H C C S S S S S S S S S S S S H H H H H H H H H H H H H H H H H S S S C C C C C C C C S S S S S S S S S H H H S S S C C C C C H C LANE NB/EB SB/WB 2 2 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 1 1 1 1 MEDIAN TYPE 2LT DY DY SDY SDY RM RM RM RM RM RM RM RM RM RM 2LT 2LT 2LT 2LT 2LT RM RM 2LT 2LT 2LT DY 2LT 2LT 2LT 2LT 2LT DY DY DY 2LT RM DY SDY SDY 1 1 1 1 1 1 1 1 1 1 1 1 2LT 2LT 2LT 2LT UD UD 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 1 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 1 2LT 2LT 2LT DY DY DY DY DY DY 2LT 2LT 2LT DY DY DY 2LT DY SDY SDY SDY RM RM PARKING RESTRICTIONS NB/EB SB/WB PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA NSAT NSAT NSAT NSAT NSAT NSAT NSAT NSAT NSAT NSAT PA (-AM) NSAT PA PA PA PA (-AM) PA PA (-AM) PA PA (-AM) PA PA (-AM) PA PA (-AM) PA PA (-AM) PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA NSAT NSAT PA PA PA PA PA PA NSAT NSAT NSAT NSAT PA PA PA PA PA PA PA PA PA PA PA NSAT PA (-PM) NSAT PA PA PA PA PA PA PA PA NSAT PA NSAT NSAT NSAT NSAT PA PA PA PA PA PA PA PA PA PA PA NSAT PA PA PA PA PA PA PA PA PA PA NSAT PA SPEED LIMIT 35 35 35 35 30 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 25 25 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 40 40 APPENDIX B (CONTINUED) EXISTING SURFACE STREET CHARACTERISTICS SEGMENT FROM W Slauson Av La Brea Av Angeles Vista Bl Alviso Av West Bl Crenshaw Bl 8th Av West Bl Crenshaw Bl 8th Av West Bl Crenshaw Bl 8th Av 18th St Cadillac Av Cattaraugus Av 18th St Cadillac Av Venice Bl Washington Bl Jefferson Bl Rodeo Rd La Cienega Bl 18th St Venice Bl Washington Bl Adams Bl Venice Bl Washington Bl Adams Bl Westhaven St Venice Bl Washington Bl Adams Bl Westhaven St Exposition Bl Venice Bl Washington Bl Adams Bl Jefferson Bl Exposition Bl Rodeo Rd Coliseum St Pico Bl Venice Bl Washington Bl Adams Bl Jefferson Bl Exposition Bl Rodeo Rd Coliseum St Martin Luther King, Jr. Bl Stocker St Vernon Av 48th St 54th St W Slauson Av 60th St Hyde Park Bl Florence Av Pico Bl Venice Bl Washington Bl Adams Bl Jefferson Bl Exposition Bl Rodeo Rd Hyde Park Bl Florence Av Robertson Bl La Cienega Bl La Cienega Av Fairfax Av Hauser Bl Redondo Bl La Brea Av Crenshaw Bl Arlington Av TO Angeles Vista Bl Alviso Av West Bl Crenshaw Bl 8th Av Arlington Av Crenshaw Bl 8th Av Van Ness Av Crenshaw Bl 8th Av Van Ness Av Cadillac Av Cattaraugus Av National Bl Cadillac Av Venice Bl Washington Bl Jefferson Bl Rodeo Rd W Slauson Av Washington Bl Venice Bl Washington Bl Adams Bl La Cienega Bl Washington Bl Adams Bl Westhaven St Jefferson Bl Washington Bl Adams Bl Westhaven St Jefferson Bl Rodeo Rd Washington Bl Adams Bl Jefferson Bl Exposition Bl Rodeo Rd Coliseum St Stocker St Venice Bl Washington Bl Adams Bl Jefferson Bl Exposition Bl Rodeo Rd Coliseum St Martin Luther King, Jr. Bl Stocker St Vernon Av 48th St 54th St W Slauson Av 60th St Hyde Park Bl Florence Av Manchester Bl Venice Bl Washington Bl Adams Bl Jefferson Bl Exposition Bl Rodeo Rd Martin Luther King, Jr. Bl ROAD TYPE H H H H H H S S S H H H S S S H H H H H H H H H H H C C C C S S S S S H H H H H H H H H H H H H H H H H H H H H H H H S S S S S S S LANE NB/EB SB/WB 3 2 2 2 2 2 1 1 1 3 3 3 2 2 2 3 3 3 3 3 3 1 1 2 2 2 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 3 3 2 2 2 2 1 1 1 3 3 3 2 2 2 3 3 3 2 3 3 1 1 2 2 2 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 MEDIAN TYPE 2LT 2LT 2LT 2LT 2LT 2LT SDY SDY UD 2LT 2LT 2LT DY DY 2LT 2LT DY 2LT 2LT 2LT RM DY 2LT 2LT 2LT 2LT 2LT SDY SDY SDY 2LT 2LT 2LT 2LT UD 2LT 2LT 2LT 2LT 2LT 2LT RM DY DY 2LT 2LT 2LT 2LT DY DY 2LT 2LT 2LT RM RM RM 2LT 2LT DY DY DY DY DY DY DY DY PARKING RESTRICTIONS NB/EB SB/WB PA *2 PA *2 PA *2 PA *2 NSAT PA *2 PA PA PA PA *2 PA *2 PA *2 PA PA PA PA (-AM, PM) NSAT NSAT NSAT NSAT NSAT PA PA NSAT NSAT NSAT PA PA PA PA PA PA PA PA PA PA (-AM, PM) PA (-AM, PM) NSAT NSAT NSAT NSAT NSAT PA PA PA *1 PA *1 PA *1 PA *1 NSAT NSAT PA *1 PA *2 PA *2 NSAT *3 NSAT *3 PA PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 NSAT NSAT NSAT PA PA PA PA *2 PA *2 PA *2 PA PA PA PA (-AM, PM) NSAT NSAT NSAT NSAT NSAT PA PA NSAT PA PA PA PA PA PA PA PA PA PA PA PA (-AM, PM) PA (-AM, PM) NSAT NSAT NSAT NSAT NSAT PA PA PA *1 PA *1 PA *1 PA *1 NSAT NSAT NSAT PA *2 PA *2 NSAT *3 NSAT *3 PA PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 PA *2 SPEED LIMIT 35 35 35 35 35 35 30 30 30 30 35 35 35 35 35 45 35 35 35 35 45 30 30 35 35 35 35 30 30 30 35 35 35 35 35 35 35 35 35 35 35 45 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 APPENDIX B (CONTINUED) EXISTING SURFACE STREET CHARACTERISTICS SEGMENT FROM TO Arlington Av (Continued) Martin Luther King, Jr. Bl Vernon Av Castle Heights Robertson Bl Venice Bl Castle Heights Robertson Bl Beverlywood St Cadillac Av Robertson Bl La Cienega Bl 18th St Rodeo Rd Coliseum St Buckingham Rd Crenshaw Bl Degnan Bl Westside Av Leimert Bl Washington Bl Washington Bl Exposition Bl Jefferson Bl Adams Bl 21st St Washington Bl Adams Bl Washington Bl Venice Bl Martin Luther King, Jr. Bl Rodeo Rd Jefferson Bl Coliseum St Rodeo Rd Rodeo Rd Coliseum St Crenshaw Bl 8th Av 5th Av Florence Av Hyde Park Bl Slauson Av West Bl Crenshaw Bl 8th Av Overhill Dr Alviso Av West Bl Crenshaw Bl 8th Av Crenshaw Bl 79th St Florence Av Hyde Park Bl Slauson Av 54th St 48th St Vernon Av 76th St Florence Av Hyde Park Bl Slauson Av Vernon Av West Bl Crenshaw Bl 5th Av 8th Av 64th St Vernon Av 54th St Robertson Bl Venice Bl Washington Bl Robertson Bl Garth Av Olin St Garth Av La Cienega Bl Venice Bl Cadillac Av Coliseum St Buckingham Rd Crenshaw Bl Degnan Bl Westside Av Leimert Bl Arlington Av Venice Bl Venice Bl Jefferson Bl Adams Bl 21st St Washington Bl Venice Bl Washington Bl Venice Bl Pico Bl Rodeo Rd Jefferson Bl Adams Bl Rodeo Rd Jefferson Bl Coliseum St La Brea Av 8th Av 5th Av Van Ness Av Hyde Park Bl Slauson Av 54th St Crenshaw Bl 8th Av Van Ness Av Alviso Av West Bl Crenshaw Bl 8th Av Van Ness Av 8th Av Florence Av Hyde Park Bl Slauson Av 54th St 48th St Vernon Av Stocker St Florence Av Hyde Park Bl Slauson Av Vernon Av Martin Luther King, Jr. Bl Crenshaw Bl 5th Av Van Ness Av Van Ness Av Slauson Av Cattaraugus Av Beverlywood St Garth Av Corning St Cadillac Av Sherbourne Dr Martin Luther King, Jr. Bl Thurman Av Cochran Av Harcourt Av Rimpau Bl West Bl Buckingham Rd Chesapeake Av Farmdale Av Clyde Av Sanchez Dr 76th St West Bl 54th St 60th St 79th St 8th Av 5th Av 4th Av 67th St Southwest Dr Alviso Av ROAD TYPE S S C C C C C C C C H C H H H H H H H C C C C C C C C C C C C C C C C C C C C C C C S S S C C C C C S C C C C C C C C C C C C C C C C C LANE NB/EB SB/WB 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 3 3 3 3 3 2 2 2 2 2 2 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 1 1 2 2 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MEDIAN TYPE DY DY SDY DY SDY SDY UD UD UD SDY 2LT UD RM DY RM 2LT 2LT DY DY SDY UD UD UD SDY UD UD SDY DY DY SDY SDY SDY UD SDY UD UD SDY 2LT 2LT DY DY DY 2LT SDY DY SDY UD SDY SDY UD UD SDY SDY SDY SDY UD UD RM UD UD UD SDY UD SDY SDY SDY SDY SDY PARKING RESTRICTIONS NB/EB SB/WB PA *2 PA *2 PA PA PA PA PA PA NSAT PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA NSAT PA NSAT NSAT NSAT PA PA PA PA PA PA PA PA (-PM) PA PA PA PA PA PA PA PA PA NSAT PA PA PA PA PA PA PA PA NSAT NSAT PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA NSAT PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA NSAT NSAT PA PA PA PA PA PA PA PA PA NSAT PA PA PA PA PA PA PA PA NSAT PA NSAT PA PA SPEED LIMIT 35 35 25 25 25 25 25 25 25 25 30 25 40 40 40 40 40 40 35 35 25 25 25 25 25 25 30 30 30 25 25 25 25 25 25 25 25 25 25 30 30 25 35 35 35 25 25 25 25 25 25 30 25 25 25 25 25 25 25 25 25 25 25 30 30/25 25 30 25 APPENDIX B (CONTINUED) EXISTING SURFACE STREET CHARACTERISTICS SEGMENT FROM TO Van Ness Av 76th St Florence Av Hyde Park Bl Slauson Av Stocker Pl 4th Av Crenshaw Bl Leimert Bl 8th Av Crenshaw Bl 8th Av Crenshaw Bl Vernon Av Stocker St Stocker St Marlton Av Stocker St Don Felipe Dr Don Milagro Dr Buckingham Rd Crenshaw Bl Roxton Av Martin Luther King, Jr. Bl Stocker St Martin Luther King, Jr. Bl Exposition Bl Rodeo Rd Exposition Bl Jefferson Bl Mont Clair St Adams Bl Washington Bl Venice Bl Rodeo Rd Exposition Bl 7th Av Florence Av Hyde Park Bl Slauson Av 54th St 4th Av Arlington Av Leimert Bl 8th Av Arlington Av 8th Av Arlington Av Vernon Av Stocker St Martin Luther King, Jr. Bl Marlton Av Coliseum St Don Miguel Dr Don Lorenzo Dr Santa Rosalia Dr Crenshaw Bl Arlington Av Rodeo Rd Coliseum St Martin Luther King, Jr. Bl Rodeo Rd Jefferson Bl Exposition Bl Jefferson Bl Mont Clair St Adams Bl Washington Bl Venice Bl Pico Bl Exposition Bl Jefferson Bl Arlington Av 42nd St Vernon Av 48th St Leimert Bl Santa Rosalia Dr Don Felipe Dr Don Miguel Dr Hillcrest Dr 39th St Dublin Av Westside Av Degnan Bl 11th Av 7th Av 6th Av 3rd Av Mont Clair St ROAD TYPE S S S S C C S S S S S H H H C C C C C C C C C C C C C C C C C C C C C C LANE NB/EB SB/WB 1 1 1 1 1 1 2 2 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 1 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MEDIAN TYPE SDY SDY SDY SDY RM UD DY 2LT DY DY DY RM RM RM 2LT DY SDY SDY UD UD SDY UD UD RM SDY UD SDY SDY SDY SDY SDY UD UD SDY UD SDY PARKING RESTRICTIONS NB/EB SB/WB PA PA PA PA PA PA PA PA PA PA PA PA NSAT NSAT PA *2 PA *2 PA *2 PA *2 PA PA PA PA NSAT PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA NSAT PA PA PA PA PA PA PA PA PA PA PA PA SPEED LIMIT 30 30 30 30 25 25 35 35 35 35 35 35 35 35 30 35 30 30 30 30 30 25 25 30 25 30 25 30 30 30 30 30 30 25 30 30 Notes: *1 - When cars are parked, it blocks the rightmost lane *2 - Same as *1, but there is NSAT in the morning (usually 7-9AM) and evening (usually 4-6PM or 4-7PM) *3 - There is a parallel road alongside the street, separated by an RM, with parking available MEDIAN TYPE: SDY = Single Dashed Yellow Centerline 2LT = Dual Left Turn Centerline RM = Raised Median UD = Undivided Lane ROAD TYPE: H = Major Highway Class II S = Secondary C = Collector PARKING: NSAT = No Stopping Anytime GZ = Green zone - Passenger loading and unloading RZ = Red zone - No parking allowed LANES: # = Number of lanes APPENDIX C: MODEL DEVELOPMENT REPORT WEST ADAMS NEW COMMUNITY PLAN MODEL DEVELOPMENT REPORT DECEMBER 2011 PREPARED FOR CITY OF LOS ANGELES DEPARTMENT OF PLANNING PREPARED BY WEST ADAMS NEW COMMUNITY PLAN MODEL DEVELOPMENT REPORT December 2011 Prepared for: CITY OF LOS ANGELES DEPARTMENT OF PLANNING Prepared by: FEHR & PEERS/KAKU ASSOCIATES 201 Santa Monica Boulevard, Suite 500 Santa Monica, California 90401 (310) 458-9916 Ref: 1969.01 TABLE OF CONTENTS I. Introduction ................................................................................................................ Background ....................................................................................................... Purpose of Report ............................................................................................. Overview of Model Development and Implementation ...................................... Study Area and Road Classifications ................................................................ 1 1 1 2 3 II. Input Date ................................................................................................................ Zone System Development ............................................................................... Socioeconomic Data.......................................................................................... 2005 Highway Network...................................................................................... 6 6 7 7 III. Trip Table Development ................................................................................................ 11 IV. Summary of the Model Validation ................................................................................. Trip Assignment................................................................................................. Validation Comparison Techniques ................................................................... Validation Guidelines ......................................................................................... Validation Results .............................................................................................. Dynamic Validation ............................................................................................ References Appendix C-1: Peak Hour Model Validation and Screenline Results 13 13 14 14 15 15 LIST OF FIGURES NO. 1 2 Study Area Roadway Network – West Adams-Baldwin Hills-Leimert Community Plan Area ................................................................................... Traffic Analysis Zones ................................................................................................... 4 8 LIST OF TABLES NO. 1 Results of Peak Hour Model Validation ......................................................................... 15 I. INTRODUCTION BACKGROUND The City of Los Angeles is updating the Community Plan for the West Adams Community Plan Area (CPA). As part of the environmental review process, a travel demand forecasting model is required to evaluate future travel patterns around the community that may result from future changes to the transportation system and potential land use alternatives. This report documents the development and validation of the travel demand forecasting model. It describes the development of the transportation model that will be used to assess the future transportation needs associated with land use changes and new development in the area. This document describes the model development process, including the sources of data used to develop key model inputs and presents model validation results that measure the model’s ability to replicate existing traffic conditions. The model will help identify and evaluate the transportation improvements needed to accommodate anticipated changes in activity, land use patterns and densities in the West Adams CPA. In addition to the aforementioned, the model will contain a representation of infrastructure improvements, such as the widening of existing roads. The model will be used to forecast travel on facilities in the study area, to reflect traffic conditions with and without the proposed improvements, and to evaluate the effectiveness of these improvements at mitigating congestion. PURPOSE OF REPORT This document outlines the overall methodology and assumptions used to develop the travel demand forecasting model. In addition, this report documents all the procedures used in the model development and validation processes. A description of the various sub-tasks involved in the development and validation processes is provided in this report. The key sub-tasks involved are: 1 • Traffic Analysis Zone (TAZ) system development • Highway network development • Trip table development • Traffic assignment process • Model calibration/validation process OVERVIEW OF MODEL DEVELOPMENT AND IMPLEMENTATION The travel demand model for the West Adams CPA was developed using TRANPLAN (version 9.2) modeling software. The model is designed to produce both morning and afternoon peak hour traffic flows on roadway facilities in the study area based on comprehensive land use and socioeconomic data (SED). The West Adams model is a “focused” version of the Southern California Association of Governments (SCAG) regional model. This means that the SCAG regional model was used as a starting point in the development of the West Adams model. The development of the West Adams model consisted of several modifications to the SCAG regional model to enable it to estimate traffic more accurately in the West Adams sub-area. These modifications primarily consisted of adding more TAZ and roadway network detail in the study area. This modified model network and zone system provides a greatly refined and updated representation of all the facilities of interest in the West Adams CPA study area. Outside the model study area, the zone system and network become gradually less detailed. The study area for this model consists of the entire West Adams CPA, bounded by 18th Street, Venice Boulevard and Pico Boulevard to the north, Robertson Boulevard, Culver City, the Kenneth Hahn State Recreation Area, unincorporated Los Angeles County and Inglewood to the west, Inglewood to the south, and Arlington Avenue and Van Ness Avenue to the east. The travel demand model is based on SED, trip tables, and network data from the 2004 Regional Transportation Plan (RTP). The SCAG data from the 2004 RTP was used in the development and validation of the West Adams CPA travel demand model. This ensured that the model produced traffic forecasts that reasonably resemble base year observed traffic counts obtained in the study area. 2 Following validation of the base year (2005) model, the travel demand model will be used along with future year SCAG and West Adams CPA land use projections to produce forecasts of future traffic flows in the West Adams CPA study area. These forecasts were used in the identification of system deficiencies and the development of alternatives for the West Adams Community Plan Update. STUDY AREA AND ROAD CLASSIFICATIONS Figure 1 shows the study area for the West Adams CPA Travel Demand Model. The model area encompasses the study area that was used in the environmental review process. The roads shown in the figure are classified into four categories (Freeway, Highway, Secondary or Arterial, and Collector) and form the primary road network represented in the model structure. Although a large, regional model such as the SCAG model is primarily intended to forecast traffic on regionally significant roadway facilities (highways, and freeways), the addition of zonal and network detail within the West Adams study area, and the other adjustments and refinements that were made to the SCAG model, will improve the model’s ability to forecast traffic on the lower functional class facilities (arterials and collectors) within West Adams. The road categories are described below. Freeways Freeways are high-capacity facilities that primarily serve long-distance travel. Access is limited to interchanges that are typically spaced at least one mile apart. The freeways in the West Adams CPA include Interstate 5, Interstate 10, United States Highway 101 and State Route 60. 3 Highways Roadways designated as highways are typically state highways that are not limited-access freeways. State designated routes through the West Adams CPA include Venice Boulevard (SR187). Arterials Roadway segments classified as arterials are major roads that provide connections between developed areas of the City or from developed areas to the freeway system. Arterials in the West Adams CPA typically have between two and four lanes in each direction, with travel speeds ranging from 30 to 45 miles per hour (mph). Collectors Collectors are facilities that connect local streets to the arterial and highway system, and may provide direct access to some local land uses. Collectors typically have one lane in each direction, with speeds of around 25 to 30 mph. 5 II. INPUT DATA The West Adams CPA travel demand model incorporates many types of input data, which are further described in this chapter. ZONE SYSTEM DEVELOPMENT Travel demand models typically divide the study area into traffic analysis zones (TAZs). Each TAZ represents the residential and commercial development within a small part of the study area. Residential development is frequently measured by counting the number of households in each TAZ. For commercial development, the number of employees working in various sectors of the economy is used, for example, the number of retail employees. In general, the more development contained within a given TAZ translates into higher levels of trip making activity, which frequently occurs as one moves from the rural parts of a region to the more urban parts of the region. In order to represent this higher level of trip making activity more accurately, zones will tend to decrease in size, and the roadway network will tend to increase in terms of level of detail, as one moves from the more rural to the more urban (and developed) parts of the study area. After reviewing the TAZ system used in the SCAG 2004 RTP model, along with the roadway network and recent aerial photographs, several modifications were made to the TAZ boundaries. A number of large TAZs were subdivided or split into smaller TAZs to add detail and to allow for future representation of land use patterns in areas expected to experience significant land use changes. This process is frequently referred to as TAZ “disaggregation.” These TAZs were also split to follow the street network more accurately. The TAZ system developed for the West Adams CPA model divides the counties of Los Angeles, Orange, Ventura, San Bernardino and Riverside into 3,388 zones. There are a total of 91 zones in the West Adams CPA study area, increased from a total of 37 zones in the SCAG model. The resulting 2000 model TAZ system, showing the zones in the model study area, is shown in Figure 2. 6 SOCIOECONOMIC DATA Existing SED is an important input to the West Adams CPA travel demand model. For the purposes of this model development, the SED categories used in the SCAG 2004 RTP model were maintained. Comparisons were made to aerial photographs and available data concerning major institutions (such as hospitals, park land, cemeteries, schools and universities). 2005 HIGHWAY NETWORK This section of the report describes details of the highway network representation in the model and provides information on the processes used to create the base year model network. The model network defines the highway system in terms of a series of links (representing roadway segments) and nodes (representing intersections or intermediate access points). Centroids, a specialized version of nodes, represent TAZs. Centroid connector links connect these zones to the roadway network. The links representing roadways connect nodes and form a network of facilities similar to what a driver in the real world would experience. For example, the model has the ability to represent one-way roads (freeways, and freeway ramps), and prohibit traffic from being assigned to these facilities in the wrong direction. A description of the overall highway network process follows. Highway Network The base year model network in the study area includes all freeways, major and minor arterials, collector streets, and some local streets (those observed to function more as collectors than as locals). Furthermore, the study area freeway interchanges are modeled as individual ramps. Zone centroid connectors are typically connected to collectors unless there are direct connections to higher functional class facilities such as major arterials. In those cases, they are 7 West Adams CPA BELLANCA AVE ST Legend PL W FIE L 76 TH D A ST VE MI D W 82ND ST LL HI GL EN W AY W KELS E ELLIS AVE HARGRAVE ST E BRETT ST DR E NC RE LO EF W 63RD ST W 62ND ST W 61ST ST W 64TH PL W 64TH ST ST RAILROAD PL SCAG Zone Boundary FIGURE 2 TRAFFIC ANALYSIS ZONES S 2ND AVE W 63RD ST 2ND AVE W 61ST ST E AV GRACE AVE LIME ST O ST W MANCHESTER BLVD W 90TH ST 5TH AVE W 62ND ST S 4TH AVE W 58TH PL S GRAMERCY PL S WILTON PL CIMARRON ST S VAN NESS AVE ARLINGTON AVE 4TH AVE 5TH AVE 7TH AVE 8TH AVE WELLAND AVE HEPBURN AVE WESTSIDE AVE DALTON AVE 6TH AVE SUTRO AVE 2ND AVE 3RD AVE 5TH AVE BLVD S 3RD AVE ST TION 6TH AVE FAIRWAY BLVD 4TH AVE 6TH AVE 8TH AVE 9TH AVE 10TH AVE 11TH AV E ELD ST OLMSTED AVE EXPO SI EDGEHILL DR RODEO RD DEGNAN BLVD 7TH AVE CORBET ST 7TH AVE ST S NORTON AVE VIE W ST W 27TH S 5TH AVE 8TH AVE KENWAY DR URY CI R 10T H AV E S OXFORD AVE 12T H AVE ALVIRA ST 6TH AV E VIR GIN IA R WE BU D LLIN CKIN GT GH ON SV AM VIR RD RD ICT GIN OR IA IA A RD VE HIL LCR EST ST 9TH AVE ST 8TH 6TH AVE M AR BR BU A D RN NA AV DR E 9TH AVE HUB ERT AVE AU GU DR ST 11TH AVE D RODEO LN WEST BLVD W E Y DR RNS IDE AV E GELE S BU S RID CLY DE A V W1 11TH AVE STO CKE R ST 10TH AVE IA ST GIBRALTAR AVE PL OL YM P EL DR ST CAR LIN ST GE E RS T LONG ST NM IGU COLISEUM PRESIDIO DR DO VE RO NIC A S CLOVERDALE AVE W 20TH EILEEN AVE S GARTH AVE S HOLT AVE DUXB S CANFIELD AVE DAV ID AV E 6TH AVE SG AR S C TH AV E HA RIT ON AVE S CROFT AVE T 10TH AVE HS W 18 TH ST 7TH AVE AV E ST 8TH AVE K SH A S H LM AVE OLT AVE WES LEY ST HELM S AV E SCH AEFE R ST HAY DEN AVE Y AV E 0 I1 WEST BLVD AW W 74TH ST W 75TH ST TT YH WO OS TE RA VE AL AD DIN N OAK ST ST KI 4T W6 HINDRY AVE ARBOR VITAE ST 3R D ISIS AVE ST ER AV NA E ND BE O DF O R AH A V DA VE E SH AL MA VE SH OLT AVE SH E W6 AVIATION BLVD 7TH PORTAL AVE W7 OSAGE AVE New Zone Boundary RAMSGATE AVE BLV D NE AV E DR E AV W 76TH SM ILEY E CE NT IN EL READING AVE FER SO N BS T JE F BAG LE ST AL AD SAWTELLE BLVD IN AA VE WO O C ST BOWESFI E AV W 78TH D ST E W 87TH ST W 87TH PL W 88TH ST AIRPORT BLVD E ST R TO W 81ST ST AV ARD W 86TH PL A ST D GOD W 84TH ST PK Y F ST C VI ST W 84TH PL PL N R ST S LA BREA AVE RIGG S PL SAW YE AVE DAMASK W G BU RE DR AX AVE S FAIRF BR IST OL D BLV TH 80 W 85TH ST W 85TH PL ARIZONA AVE DU QU ES VA N A EG IE N AC SL W W 82ND ST W 83RD ST ST A BLVD CLU BD SHE R LBY DR OLIN ORE DR E AV E AV E AV ISE AN N WA CO 79 TH SEPU LVED IR VIN CRES TA SOPHOM OCE AN D R E AV ER SM ME OGLESBY AVE EL MA NOR AV E DUN FIELD AVE SW IND S LVD OR BLV D SL UC ER NE B 4TH AVE 3RD AVE 5TH 3RD AVE S HOLT AVE EDRIS DR AVE CR EN SH AW SB BLV RO NS D ON SN AV OR E TO NA VE CRESTA DR DUBLIN AVE BL VD E R AV FAY E AV LV E ST E IN ND 05 LINCOLN BLVD Y SM JA LA ER OV BLANCO WAY IV DR CU REEVES ST NN DU I4 WA Y DR E AV HU GH ES LS NIE DA R TO MO W W 8TH ST S JUNE ST S PALM DR S ELM DR W 7TH ST W 21ST ST W 20TH ST W 24TH ST W 59TH ST W 60TH ST W 59TH PL W 92ND ST W 91ST PL W 23RD ST W 24TH ST W 22ND ST ST W 25TH ST MONTCLAIR ST W 27TH ST W 30TH ST W 31ST ST W 29TH PL W 36TH ST W 35TH ST W 36TH PL W 35TH PL W 37TH PL W 37TH ST W 38TH ST W 39TH ST W 41ST PL W 41ST ST AVE W 43RD ST W 43RD PL W 52ND ST W 55TH ST W 53RD ST W 56TH ST W 54TH ST W 57TH ST W 58TH ST connected to the network in such a way that the model is as true a representation of “reality” as possible. Link Characteristics The SCAG 2004 RTP model base network was used as the starting point for the base year highway network developed for the West Adams CPA Travel Demand Forecasting Model. Base year network link attributes were checked and corrected to reflect 2005 highway network conditions. These attributes consisted mainly of the number of travel lanes during each of the peak hours, free flow travel speeds, and roadway capacities. The modes used in the base network to allow for multi-modal traffic assignment and tracking travel forecasts by mode were kept consistent with the SCAG 2004 RTP model. These modes included autos, carpools, and trucks. Auto modes included the drive-alone cars while carpools included all autos with greater than one-person occupancy. Trucks included all heavy-duty trucks consisting of light-heavy, medium-heavy, and heavy-heavy trucks. High Occupancy Vehicle (HOV) links were maintained throughout the model. The HOV network links incorporated all HOV-2 and HOV-3+ network links in the SCAG RTP 2004 transportation model. This reflected the HOV facilities that were in operation in the year 2005. Appropriate connections to and from the HOV links on the freeway network were also checked and maintained in the base year network to simulate carpool vehicle movements on freeways accurately. Links are characterized by link type (representing functional classification), physical length, area type, travel speeds, number of lanes, and capacity. Within the study area, link capacity was based on currently prevailing conditions. The key attributes for new links added to the network were obtained from fieldwork or were computed. For example, the link length was calculated from coordinate distance available in the base year network, and travel speed was observed in the field. The regional network attribute data was retained for all links outside of the West Adams study area. 9 The volume delay function index, which is predominately based on functional class and facility type of each link, governs the delay function for that link. The standard Bureau of Public Roads (BPR) capacity-restraint volume-delay function was used as the mathematical formula for the initial model assignments link delay computation. The volume delay function was applied to each network link, and the congested travel time along a certain path is computed by adding the delay values for each of the links constituting the path. The standard BPR function used for all the links is defined as follows: Link Travel Time = (Free-Flow Travel Time) * [1 + a *((Link Demand or Volume)/Link Capacity)^b] where: ‘a’ and ‘b’ are coefficients that were calibrated as part of the development of the SCAG regional model, and ‘b’ was further refined to reflect conditions in the West Adams sub-area. The initial assumptions for free-flow speeds and capacities used for each road class in the model were obtained from fieldwork or the SCAG regional model. These values were then adjusted on individual links to better reflect actual traffic conditions. Node Characteristics Nodes represent intersections or intermediate access points. Centroids, a special variety of nodes, are used to represent zones in the model. Node variables include the unique node identification number, and its x and y coordinates. 10 III. TRIP TABLE DEVELOPMENT This chapter discusses the methodology, assumptions, parameters, and data used in the development of trip tables for the West Adams CPA Model. These tables are for traffic assignment in the West Adams CPA Model. Trip tables by mode (drive alone, carpools, and trucks) for the weekday AM and PM peak periods were developed. These trip tables were developed based on land use/SED and trip table data from the SCAG model. Therefore, consistency with the SCAG RTP 2004 model has been maintained in their development. SCAG used trip generation, trip distribution and modal split models to develop its vehicular trip tables for the regional model. This method is a sophisticated process that relates trips to and from a given zone to a series of socioeconomic, travel and network characteristics of not only the zone but the entire region. The SCAG trip generation model relates trip productions and attractions (P&A) within a given zone to demographic and socioeconomic characteristics such as population, single, multi-family and group dwelling units stratified by household income, car ownership, and employment characteristics like retail, service and other employment. The SCAG trip distribution model distributes the P&A trips to zone pairs using a regional gravity model for trips by purpose. These P&A trip tables are then input by trip purpose to the modal split model. The SCAG modal split model is a set of logit models that converts total person trips into several modes including non-motorized, drive alone, auto passenger, HOV2 and HOV3+, and stratified transit trips. It incorporates such factors as the cost and wait time to make a trip by auto versus the cost and wait time to make the same trip by public transit. Given the sophistication and complexity of the process and the need to be consistent with the regional model, these models did not need to be recreated as part of the West Adams CPA Model. Rather, the resulting vehicle trips by mode as estimated by SCAG mode split models for the model region were used as the basis for the trip tables. The overall data flow essentially consists of the SCAG vehicle trip table manipulation for the following key purposes: 1. Check and confirm SCAG’s trip interchanges in the study area based on aerial photography and socioeconomic data. 11 2. Disaggregate SCAG trip interchanges to the new study area TAZ system. 3. Create AM and PM peak period vehicle trip tables by mode for assignment. The trip table development consisted of the following key steps: • Disaggregation process • Creation of AM and PM peak period trip tables The next step in the trip table development process was the disaggregation process to convert SCAG trip tables to West Adams CPA zones. This involved the creation of a correspondence table between the 3,217 SCAG zones and the 3,388 West Adams CPA zones. This correspondence formed a critical input to the trip table disaggregation (in the study area) processes. The disaggregation process involved creating a finer zone system in the model study area. Using aerial photography and socioeconomic data the vehicle trip ends by trip mode were disaggregated to West Adams CPA zones using sets of disaggregation factors. 12 IV. SUMMARY OF THE MODEL VALIDATION Model validation is the term used to describe model performance in terms of how closely the model’s output matches base year traffic count data. Most model validation guidelines focus on the performance of the trip assignment function in accurately assigning trips to the roadway network. This section describes the reasonableness and validation checks that have been performed for the West Adams CPA Model. TRIP ASSIGNMENT The most critical static measurement of the accuracy of any traffic model is the degree to which it can approximate actual traffic counts in the base year. The California Department of Transportation (Caltrans) has established certain trip assignment guidelines for models to be deemed acceptable for forecasting future year traffic. This section describes the model performance in comparison to the standards discussed in Travel Forecasting Guidelines (Caltrans, November 1992). Peak period trip tables, described in Chapter III, were assigned to the highway network. The resulting volumes were converted to a single peak from a three-hour morning peak period and a four-hour evening peak period using factors of 0.41 and 0.28, respectively. The validity of the West Adams CPA Traffic Model was tested for peak hour conditions. Model volumes were compared to existing traffic counts at individual locations, and at three screenlines. The remainder of this section contains a summary of the validation results. Link volume results from the model runs were examined and checked for reasonableness. Links were identified where model results varied substantially from the observed counts, and the characteristics of those links were reviewed to ensure that the link attributes accurately reflected local operating conditions. In some cases, link characteristics such as speeds and capacities were adjusted based on local knowledge. 13 VALIDATION COMPARISON TECHNIQUES Traffic model accuracy is usually tested using two comparison techniques: 1. The volume-to-count ratio is computed by dividing the traffic volume estimated from the model by the actual traffic volume counted on various road segments. The deviation is the difference between the model volume and the count, divided by the count. 2. The percent root mean squared error (RMSE) is the square root of the model volume minus the actual count squared, divided by the number of counts. It is a measure similar to standard deviation in that it assesses the accuracy of the entire model. VALIDATION GUIDELINES For a model to be considered accurate and appropriate for use in traffic forecasting, it must replicate actual conditions to within a certain level of accuracy. Since it would be impossible for any model to replicate all counts precisely, validation guidelines have been established by Caltrans, other agencies, and Fehr & Peers internal standards. Key validation standards for daily travel models based on the Caltrans guidelines are summarized below: • 75 percent of the roadway links for which counts are available should be within the maximum desirable deviation, which ranges from approximately 15 to 60 percent depending on total volume (the larger the volume, the less deviation is permitted). • All of the roadway screenlines should be within the maximum desirable deviation, which ranges from approximately 15 to 64 percent depending on total volume. • The two-way sum of the volumes on all roadway links for which counts are available should be within 10 percent of the counts. • The correlation coefficient between the actual ground counts and the estimated traffic volumes should be greater than 88 percent. Although not stated in the Caltrans standards, an additional Fehr & Peers validation guideline was applied to the West Adams CPA traffic model: • The RMSE should not exceed 40 percent. 14 VALIDATION RESULTS Scripts and spreadsheets were created to compute the validation results for roadway links in the West Adams CPA traffic model. The results for peak hour conditions are summarized in Table 1 below, while the detailed spreadsheets are presented in Appendix A. TABLE 1 RESULTS OF PEAK HOUR MODEL VALIDATION Criterion for Validation Statistic Model Results Acceptance AM PM % of Links within Caltrans Standard Deviations 75% 81% 92% %of Screenlines within Caltrans Standard 100% 100% 100% Within 10% 1% 2% Greater than 88% 88.5% 91.4% 40% or less 27% 21% Deviations 2-way Sum of All Links Counted Correlation Coefficient RMSE As shown in Table 1, the West Adams CPA AM and PM peak hour models meet or exceed the guidelines for model accuracy. DYNAMIC VALIDATION The traditional approach to the validation of travel demand models is to compare the link volumes for the model’s base year to actual traffic counts taken in the same year. This approach provides information on a model’s ability to reproduce a static condition. However, models are seldom used for static applications; by far the most common use of models is to forecast how a change in inputs would result in a change in traffic conditions. Therefore, another test of a model’s accuracy would focus on the model’s ability to predict realistic differences in outputs as inputs are changed, in other words, “dynamic” validation rather than static validation. A basic form of dynamic validation is to adjust the roadway network. In order to measure how the model reacts to additions/reductions in capacity, the number of lanes in the street network 15 were changed at particular locations. This allows for the evaluation of reasonableness in terms of traffic volume direction and magnitude. Overall, the dynamic validation results suggest that the model will perform reasonably for future scenario forecasting. 16 REFERENCES Travel Forecasting Guidelines, Caltrans, November 1992. APPENDIX C-1 PEAK HOUR MODEL VALIDATION AND SCREENLINE RESULTS Appendix C-1 - Peak Hour Static Model Validation Results (Summary) Peak Hour Static Model Validation Validation Statistic Threshold AM Peak Hour PM Peak Hour Within 10% 0.99 0.98 Percent Of Screenlines Within Caltrans Maximum Deviation 100% 100% 100% Percent Of Links Within Caltrans Maximum Deviation > 75% 81% 92% Percent Root Mean Square Error < 40% 27% 21% Correlation Coefficient > 0.88 0.885 0.914 Model/Count Ratio Appendix C-1 - Peak Hour Static Model Validation Results (AM Peak Hour) AM Peak Hour # A B Lookup Traffic Count Base Year Model Model / Count Deviation Maximum Deviation Within Deviation Model - Count Difference Squared 04803-57516 05062-57507 05148-15375 05393-16489 05425-57525 14835-14854 14851-16460 14927-18114 14980-16882 15375-05148 15854-15976 15976-15854 16037-57637 16211-18098 16238-18077 16302-57518 16334-59047 16460-14851 16470-59047 16481-18069 16489-17440 16524-17184 16524-17952 16558-57663 16639-59049 16805-17983 16805-18554 16825-17038 16882-14980 17107-16046 17184-57651 17440-16489 17832-16805 17884-14854 17884-58537 17948-58581 17952-16524 17983-16805 18069-16481 18077-58501 18098-16211 18111-18148 18114-14927 18116-18766 18148-18111 18554-16805 18708-57511 18766-18116 18855-17184 18855-58501 57507-05062 57511-18708 57516-04803 57518-16302 57525-05425 57528-14980 57528-16807 57532-14980 57534-15372 57534-17038 57554-14796 57562-16046 57569-16046 57637-16037 57651-17184 57663-16558 58501-18077 58521-14796 58537-17884 58548-17983 58581-17948 59078-16725 59080-14980 16334-59048 14944-17772 58545-17772 17681-17363 65092-17363 58518-16839 59116-16839 18303-17507 57597-17507 17612-57709 17390-57709 2,415 730 960 2,204 2,120 957 796 738 1,372 866 1,003 1,596 261 1,031 1,113 489 1,377 590 1,539 665 399 1,102 1,390 1,290 252 1,132 742 1,684 1,154 941 326 822 1,057 1,148 916 566 914 1,010 632 822 907 944 731 696 1,020 562 400 681 902 1,578 1,823 309 2,150 322 1,286 1,471 1,187 1,125 1,206 1,374 714 1,478 2,541 321 292 771 1,546 1,461 832 969 489 1,521 807 80 237 752 472 700 268 260 1,034 542 237 395 1,772 244 824 2,524 2,103 1,116 497 712 1,416 1,306 1,322 1,378 422 964 1,342 386 886 393 1,453 705 276 1,400 1,606 1,399 453 1,253 601 1,374 1,510 981 125 1,413 981 1,198 587 422 997 1,003 952 589 1,594 1,002 755 373 879 492 259 981 613 1,840 1,122 393 1,996 402 1,568 1,409 1,469 1,218 1,867 1,204 530 1,411 2,460 491 133 927 1,840 1,283 519 727 372 1,331 1,050 239 303 458 429 828 283 166 566 400 215 574 0.73 0.33 0.86 1.15 0.99 1.17 0.62 0.96 1.03 1.51 1.32 0.86 1.62 0.94 1.21 0.79 0.64 0.67 0.94 1.06 0.69 1.27 1.16 1.08 1.80 1.11 0.81 0.82 1.31 1.04 0.38 1.72 0.93 1.04 0.64 0.75 1.09 0.99 1.51 0.72 1.76 1.06 1.03 0.54 0.86 0.88 0.65 1.44 0.68 1.17 0.62 1.27 0.93 1.25 1.22 0.96 1.24 1.08 1.55 0.88 0.74 0.95 0.97 1.53 0.46 1.20 1.19 0.88 0.62 0.75 0.76 0.88 1.30 2.99 1.28 0.61 0.91 1.18 1.06 0.64 0.55 0.74 0.91 1.45 0.27 0.67 0.14 0.15 0.01 0.17 0.38 0.04 0.03 0.51 0.32 0.14 0.62 0.06 0.21 0.21 0.36 0.33 0.06 0.06 0.31 0.27 0.16 0.08 0.80 0.11 0.19 0.18 0.31 0.04 0.62 0.72 0.07 0.04 0.36 0.25 0.09 0.01 0.51 0.28 0.76 0.06 0.03 0.46 0.14 0.12 0.35 0.44 0.32 0.17 0.38 0.27 0.07 0.25 0.22 0.04 0.24 0.08 0.55 0.12 0.26 0.05 0.03 0.53 0.54 0.20 0.19 0.12 0.38 0.25 0.24 0.12 0.30 1.99 0.28 0.39 0.09 0.18 0.06 0.36 0.45 0.26 0.09 0.45 0.26 0.44 0.38 0.27 0.28 0.38 0.41 0.44 0.33 0.41 0.36 0.30 0.58 0.36 0.36 0.52 0.31 0.48 0.30 0.44 0.52 0.36 0.31 0.33 0.58 0.34 0.44 0.29 0.34 0.38 0.58 0.41 0.36 0.34 0.38 0.48 0.38 0.36 0.44 0.41 0.38 0.38 0.44 0.44 0.36 0.48 0.52 0.44 0.38 0.30 0.29 0.58 0.27 0.58 0.33 0.31 0.34 0.34 0.34 0.33 0.44 0.31 0.26 0.58 0.58 0.41 0.30 0.31 0.41 0.38 0.52 0.30 0.41 0.68 0.63 0.41 0.52 0.44 0.58 0.58 0.36 0.48 0.63 0.52 NO NO YES YES YES YES YES YES YES NO YES YES NO YES YES YES NO YES YES YES YES YES YES YES NO YES YES YES YES YES NO NO YES YES YES YES YES YES NO YES NO YES YES NO YES YES YES NO YES YES NO YES YES YES YES YES YES YES NO YES YES YES YES YES YES YES YES YES YES YES YES YES YES NO YES YES YES YES YES YES NO YES YES YES -643 -486 -136 320 -17 159 -299 -26 44 440 319 -218 161 -67 229 -103 -491 -197 -86 40 -123 298 216 109 201 121 -141 -310 356 40 -201 591 -76 50 -329 -144 83 -7 320 -233 687 58 24 -323 -141 -70 -141 300 -289 262 -701 84 -154 80 282 -62 282 93 661 -170 -184 -67 -81 170 -159 156 294 -178 -313 -242 -117 -190 243 159 66 -294 -43 128 15 -94 -468 -142 -22 179 413,449 236,196 18,496 102,400 289 25,281 89,401 676 1,936 193,600 101,761 47,524 25,921 4,489 52,441 10,609 241,081 38,809 7,396 1,600 15,129 88,804 46,656 11,881 40,401 14,641 19,881 96,100 126,736 1,600 40,401 349,281 5,776 2,500 108,241 20,736 6,889 49 102,400 54,289 471,969 3,364 576 104,329 19,881 4,900 19,881 90,000 83,521 68,644 491,401 7,056 23,716 6,400 79,524 3,844 79,524 8,649 436,921 28,900 33,856 4,489 6,561 28,900 25,281 24,336 86,436 31,684 97,969 58,564 13,689 36,100 59,049 25,281 4,356 86,436 1,849 16,384 225 8,836 219,024 20,164 484 32,041 80,514 79,856 1 4803 57516 2 5062 5148 5393 5425 14835 14851 14927 14980 15375 15854 15976 16037 16211 16238 16302 16334 16460 16470 16481 16489 16524 16524 16558 16639 16805 16805 16825 16882 17107 17184 17440 17832 17884 17884 17948 17952 17983 18069 18077 18098 18111 18114 18116 18148 18554 18708 18766 18855 18855 57507 57511 57516 57518 57525 57528 57528 57532 57534 57534 57554 57562 57569 57637 57651 57663 58501 58521 58537 58548 58581 59078 59080 16334 14944 58545 17681 65092 58518 59116 18303 57597 17612 17390 57507 15375 16489 57525 14854 16460 18114 16882 5148 15976 15854 57637 18098 18077 57518 59047 14851 59047 18069 17440 17184 17952 57663 59049 17983 18554 17038 14980 16046 57651 16489 16805 14854 58537 58581 16524 16805 16481 58501 16211 18148 14927 18766 18111 16805 57511 18116 17184 58501 5062 18708 4803 16302 5425 14980 16807 14980 15372 17038 14796 16046 16046 16037 17184 16558 18077 14796 17884 17983 17948 16725 14980 59048 17772 17772 17363 17363 16839 16839 17507 17507 57709 57709 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 Total Model/Count Ratio = Percent Within Caltrans Maximum Deviation = Percent Root Mean Square Error = Correlation Coefficient = 0.99 81% 27% 0.885 > 75% < 40% > 0.88 Appendix C-1 - Peak Hour Static Model Validation Results (PM Peak Hour) PM Peak Hour # A B Lookup Traffic Count Base Year Model Model / Count Deviation Maximum Deviation Within Deviation Model - Count Difference Squared 04803-57516 05062-57507 05148-15375 05393-16489 05425-57525 14835-14854 14851-16460 14927-18114 14980-16882 15375-05148 15854-15976 15976-15854 16037-57637 16211-18098 16238-18077 16302-57518 16334-59047 16460-14851 16470-59047 16481-18069 16489-17440 16524-17184 16524-17952 16558-57663 16639-59049 16805-17983 16805-18554 16825-17038 16882-14980 17107-16046 17184-57651 17440-16489 17832-16805 17884-14854 17884-58537 17948-58581 17952-16524 17983-16805 18069-16481 18077-58501 18098-16211 18111-18148 18114-14927 18116-18766 18148-18111 18554-16805 18708-57511 18766-18116 18855-17184 18855-58501 57507-05062 57511-18708 57516-04803 57518-16302 57525-05425 57528-14980 57528-16807 57532-14980 57534-15372 57534-17038 57554-14796 57562-16046 57569-16046 57637-16037 57651-17184 57663-16558 58501-18077 58521-14796 58537-17884 58548-17983 58581-17948 59078-16725 59080-14980 16334-59048 14944-17772 58545-17772 17681-17363 65092-17363 58518-16839 59116-16839 18303-17507 57597-17507 17612-57709 17390-57709 2,357 1,178 652 1,978 1,987 1,219 671 866 1,465 1,586 1,492 1,333 342 957 1,938 488 1,814 950 1,532 781 383 966 1,244 1,208 251 1,014 707 1,075 1,252 1,585 387 1,216 725 731 833 549 1,530 1,228 880 1,456 1,004 983 802 963 953 814 374 798 1,295 1,090 764 590 2,413 603 1,717 1,391 1,383 837 973 1,452 1,161 899 2,175 362 390 1,172 1,068 780 828 1,226 611 946 1,170 199 474 300 580 702 272 152 1,079 478 411 355 1,907 960 705 2,265 1,950 1,378 429 858 1,365 1,520 1,431 1,340 478 920 2,457 402 1,403 442 1,224 1,047 773 1,251 1,190 1,241 252 1,148 569 1,038 1,427 1,577 260 1,127 727 1,212 642 452 1,725 1,254 815 1,376 837 745 789 880 812 622 362 704 1,265 1,056 406 451 1,789 499 1,851 1,292 1,422 854 1,545 1,765 982 1,017 2,201 466 217 1,600 1,056 879 657 958 371 944 1,344 458 539 246 799 683 389 130 994 262 348 212 0.81 0.81 1.08 1.15 0.98 1.13 0.64 0.99 0.93 0.96 0.96 1.01 1.40 0.96 1.27 0.82 0.77 0.47 0.80 1.34 2.02 1.30 0.96 1.03 1.00 1.13 0.80 0.97 1.14 0.99 0.67 0.93 1.00 1.66 0.77 0.82 1.13 1.02 0.93 0.95 0.83 0.76 0.98 0.91 0.85 0.76 0.97 0.88 0.98 0.97 0.53 0.76 0.74 0.83 1.08 0.93 1.03 1.02 1.59 1.22 0.85 1.13 1.01 1.29 0.56 1.37 0.99 1.13 0.79 0.78 0.61 1.00 1.15 2.30 1.14 0.82 1.38 0.97 1.43 0.86 0.92 0.55 0.85 0.60 0.19 0.19 0.08 0.15 0.02 0.13 0.36 0.01 0.07 0.04 0.04 0.01 0.40 0.04 0.27 0.18 0.23 0.53 0.20 0.34 1.02 0.30 0.04 0.03 0.00 0.13 0.20 0.03 0.14 0.01 0.33 0.07 0.00 0.66 0.23 0.18 0.13 0.02 0.07 0.05 0.17 0.24 0.02 0.09 0.15 0.24 0.03 0.12 0.02 0.03 0.47 0.24 0.26 0.17 0.08 0.07 0.03 0.02 0.59 0.22 0.15 0.13 0.01 0.29 0.44 0.37 0.01 0.13 0.21 0.22 0.39 0.00 0.15 1.30 0.14 0.18 0.38 0.03 0.43 0.14 0.08 0.45 0.15 0.40 0.27 0.34 0.44 0.28 0.28 0.34 0.44 0.41 0.31 0.30 0.31 0.33 0.58 0.38 0.28 0.52 0.29 0.38 0.30 0.41 0.52 0.38 0.34 0.34 0.58 0.36 0.44 0.36 0.33 0.30 0.52 0.34 0.44 0.44 0.41 0.48 0.30 0.34 0.38 0.31 0.36 0.38 0.41 0.38 0.38 0.41 0.58 0.41 0.33 0.36 0.41 0.48 0.26 0.48 0.29 0.31 0.31 0.41 0.38 0.31 0.34 0.38 0.27 0.58 0.52 0.34 0.36 0.41 0.41 0.34 0.48 0.38 0.34 0.63 0.52 0.58 0.48 0.44 0.58 0.63 0.36 0.52 0.52 0.58 YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES NO YES YES NO YES YES YES YES YES YES YES YES YES YES YES YES NO YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES NO YES YES YES YES YES YES YES NO YES YES YES YES YES YES NO YES YES YES YES YES YES YES NO YES YES YES YES YES YES YES YES YES YES -450 -218 53 287 -37 159 -242 -8 -100 -66 -61 7 136 -37 519 -86 -411 -508 -308 266 390 285 -54 33 1 134 -138 -37 175 -8 -127 -89 2 481 -191 -97 195 26 -65 -80 -167 -238 -13 -83 -141 -192 -12 -94 -30 -34 -358 -139 -624 -104 134 -99 39 17 572 313 -179 118 26 104 -173 428 -12 99 -171 -268 -240 -2 174 259 65 -54 219 -19 117 -22 -85 -216 -63 -143 202,500 47,524 2,809 82,369 1,369 25,281 58,564 64 10,000 4,356 3,721 49 18,496 1,369 269,361 7,396 168,921 258,064 94,864 70,756 152,100 81,225 2,916 1,089 1 17,956 19,044 1,369 30,625 64 16,129 7,921 4 231,361 36,481 9,409 38,025 676 4,225 6,400 27,889 56,644 169 6,889 19,881 36,864 144 8,836 900 1,156 128,164 19,321 389,376 10,816 17,956 9,801 1,521 289 327,184 97,969 32,041 13,924 676 10,816 29,929 183,184 144 9,801 29,241 71,824 57,600 4 30,276 67,081 4,225 2,916 47,961 361 13,689 484 7,225 46,656 3,969 20,449 83,795 82,235 1 4803 57516 2 5062 5148 5393 5425 14835 14851 14927 14980 15375 15854 15976 16037 16211 16238 16302 16334 16460 16470 16481 16489 16524 16524 16558 16639 16805 16805 16825 16882 17107 17184 17440 17832 17884 17884 17948 17952 17983 18069 18077 18098 18111 18114 18116 18148 18554 18708 18766 18855 18855 57507 57511 57516 57518 57525 57528 57528 57532 57534 57534 57554 57562 57569 57637 57651 57663 58501 58521 58537 58548 58581 59078 59080 16334 14944 58545 17681 65092 58518 59116 18303 57597 17612 17390 57507 15375 16489 57525 14854 16460 18114 16882 5148 15976 15854 57637 18098 18077 57518 59047 14851 59047 18069 17440 17184 17952 57663 59049 17983 18554 17038 14980 16046 57651 16489 16805 14854 58537 58581 16524 16805 16481 58501 16211 18148 14927 18766 18111 16805 57511 18116 17184 58501 5062 18708 4803 16302 5425 14980 16807 14980 15372 17038 14796 16046 16046 16037 17184 16558 18077 14796 17884 17983 17948 16725 14980 59048 17772 17772 17363 17363 16839 16839 17507 17507 57709 57709 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 Total Model/Count Ratio = Percent Within Caltrans Maximum Deviation = Percent Root Mean Square Error = Correlation Coefficient = 0.98 92% 21% 0.914 > 75% < 40% > 0.88 Appendix C-1 - Peak Hour Static Model Validation Results (AM Screenlines) East-West scrline 3 4 eastbound westbound Street Pico Pico A node B node Lookup AM count AM model Diff 16481 18069 16481-18069 665 705 18069 16481 18069-16481 632 952 1,297 1,657 5 6 eastbound westbound Venice Venice 18148 18111 18111 18148 18148-18111 18111-18148 1,020 944 1,964 7 8 eastbound westbound Washington Washington 16211 18098 18098 16211 16211-18098 18098-16211 9 10 eastbound westbound Adams Adams 14927 18114 18114 14927 11 12 eastbound westbound Jefferson Jefferson 18766 18116 15 16 eastbound westbound Exposition Exposition 14944 58545 % Diff Max Allowable 40 320 360 0.06 0.51 0.28 879 1,002 1,881 -141 58 -83 -0.14 0.06 -0.04 1,031 907 1,938 964 1,594 2,558 -67 687 620 -0.06 0.76 0.32 14927-18114 18114-14927 738 731 1,469 712 755 1,467 -26 24 -2 -0.04 0.03 0.00 18116 18766 18766-18116 18116-18766 681 696 1,377 981 373 1,354 300 -323 -23 0.44 -0.46 -0.02 17772 17772 14944-17772 58545-17772 237 752 989 303 458 761 66 -294 -228 0.28 -0.39 -0.23 17 18 eastbound westbound Rodeo Rodeo 17681 65092 17363 17363 17681-17363 65092-17363 472 700 1,172 429 828 1,257 -43 128 85 -0.09 0.18 0.07 19 20 eastbound westbound 39th 39th 58518 59116 16839 16839 58518-16839 59116-16839 268 260 528 283 166 449 15 -94 -79 0.06 -0.36 -0.15 21 22 eastbound westbound Stocker Stocker 18303 57597 17507 17507 18303-17507 57597-17507 1,034 542 1,576 566 400 966 -468 -142 -610 -0.45 -0.26 -0.39 23 24 eastbound westbound 48th 48th 17612 17390 57709 57709 17612-57709 17390-57709 00000-00000 237 395 632 215 574 789 -22 179 157 -0.09 0.45 0.25 25 26 eastbound westbound Slauson Slauson 58548 17832 17983 16805 58548-17983 17832-16805 969 1,057 2,026 727 981 1,708 -242 -76 -318 -0.25 -0.07 -0.16 14,968 14,847 -121 -0.01 0.21 Pass North-South 1 scrline 27 28 northbound southbound Street A node B node La Cienga 57569 16046 La Cienga 57564 16046 57569-16046 57564-16046 AM count AM model Diff 2541 2,460 2308 2,784 4849 5,244 29 30 northbound southbound La Brea La Brea 4803 57516 57516 4803 04803-57516 57516-04803 2415 2150 4565 1,772 1,996 3,768 -643 -154 -797 -0.27 -0.07 -0.17 33 34 northbound southbound Crenshaw Crenshaw 14980 16882 16882 14980 14980-16882 16882-14980 1372 1154 2526 1,416 1,510 2,926 44 356 400 0.03 0.31 0.16 11,940 11,938 -2 0.00 -81 476 395 % Diff Max Allowable -0.03 0.21 0.08 0.23 Pass Appendix C-1 - Peak Hour Static Model Validation Results (AM Screenlines) North-South 2 scrline 31 32 northbound southbound La Brea La Brea 15976 15854 15854 15976 15976-15854 15854-15976 1596 1003 2599 1,378 1,322 2,700 -218 319 101 -0.14 0.32 0.04 35 36 northbound southbound Crenshaw Crenshaw 16524 17952 17952 16524 16524-17952 17952-16524 1390 914 2304 1,606 997 2,603 216 83 299 0.16 0.09 0.13 37 38 northbound southbound Arlington Arlington 17948 58581 58581 17948 17948-58581 58581-17948 566 489 1055 422 372 794 -144 -117 -261 -0.25 -0.24 -0.25 5,958 6,097 139 0.02 0.31 Pass Total Screenlines Screenlines Within Deviation Screenlines Outside Deviation Percent Within Caltrans Maximum Deviation 3 3 0 100% Appendix C-1 - Peak Hour Static Model Validation Results (PM Screenlines) East-West scrline 3 4 eastbound westbound Street Pico Pico 5 6 eastbound westbound Venice Venice A node B node Lookup PM count PM model Diff 781 16481 18069 16481-18069 1,047 880 18069 16481 18069-16481 815 1,661 1,862 18148 18111 18111 18148 18148-18111 18111-18148 eastbound westbound Washington Washington 16211 18098 18098 16211 16211-18098 18098-16211 812 745 1,557 -141 -238 -379 -0.15 -0.24 -0.20 920 837 1,757 -37 -167 -204 -0.04 -0.17 -0.10 858 789 1,647 -8 -13 -21 -0.01 -0.02 -0.01 704 880 1,584 -94 -83 -177 -0.12 -0.09 -0.10 539 246 785 65 -54 11 0.14 -0.18 0.01 799 683 1,482 219 -19 200 0.38 -0.03 0.16 389 130 519 117 -22 95 0.43 -0.14 0.22 994 262 1,256 -85 -216 -301 -0.08 -0.45 -0.19 348 212 560 -63 -143 -206 -0.15 -0.40 -0.27 1,951 958 727 1,685 -268 2 -266 -0.22 0.00 -0.14 15,741 14,694 -1,047 -0.07 953 983 957 1,004 1,961 9 10 eastbound westbound Adams Adams 14927 18114 18114 14927 14927-18114 18114-14927 866 802 1,668 11 12 eastbound westbound Jefferson Jefferson 18766 18116 18116 18766 18766-18116 18116-18766 798 963 1,761 15 16 eastbound westbound Exposition Exposition 14944 58545 17772 17772 14944-17772 58545-17772 474 300 774 17 18 eastbound westbound Rodeo Rodeo 17681 65092 17363 17363 17681-17363 65092-17363 580 702 1,282 19 20 eastbound westbound 39th 39th 58518 59116 16839 16839 58518-16839 59116-16839 272 152 424 21 22 eastbound westbound Stocker Stocker 18303 57597 17507 17507 18303-17507 57597-17507 1,079 478 1,557 23 24 25 26 eastbound westbound eastbound westbound 48th 48th Slauson Slauson 17612 17390 58548 17832 57709 57709 17983 16805 Max Allowable 0.34 -0.07 0.12 1,936 7 8 % Diff 266 -65 201 17612-57709 17390-57709 00000-00000 766 58548-17983 17832-16805 1,226 725 411 355 0.21 Pass North-South 1 scrline 27 28 northbound southbound Street A node B node La Cienga 57569 16046 La Cienga 57564 16046 57569-16046 57564-16046 29 30 northbound southbound La Brea La Brea 04803-57516 57516-04803 4803 57516 57516 4803 PM count PM model Diff 2175 2,201 2453 3,119 4628 5,320 northbound southbound Crenshaw Crenshaw 14980 16882 16882 14980 14980-16882 16882-14980 Max Allowable 0.01 0.27 0.15 1,907 1,789 3,696 -450 -624 -1,074 -0.19 -0.26 -0.23 2717 1,365 1,427 2,792 -100 175 75 -0.07 0.14 0.03 12,115 11,808 -307 -0.03 2357 2413 4770 33 34 % Diff 26 666 692 1465 1252 0.22 Pass Appendix C-1 - Peak Hour Static Model Validation Results (PM Screenlines) North-South 2 scrline 31 32 northbound southbound La Brea La Brea 15976 15854 15854 15976 15976-15854 15854-15976 1,340 1,431 2,771 7 -61 -54 0.01 -0.04 -0.02 1,190 1,725 2,915 -54 195 141 -0.04 0.13 0.05 1160 452 371 823 -97 -240 -337 -0.18 -0.39 -0.29 6,759 6,509 -250 -0.04 1333 1492 2825 35 36 northbound southbound Crenshaw Crenshaw 16524 17952 17952 16524 16524-17952 17952-16524 1244 1530 2774 37 38 northbound southbound Arlington Arlington 17948 58581 58581 17948 17948-58581 58581-17948 549 611 0.29 Pass Total Screenlines Screenlines Within Deviation Screenlines Outside Deviation Percent Within Caltrans Maximum Deviation 3 3 0 100% APPENDIX D: BICYCLE FACILITY IMPROVEMENT ALTERNATIVES IN WEST ADAMS-BALDWIN HILLS-LEIMERT CPA With Draft Network AM Lanes PM Lanes 1 1 1 1 Alternative Network AM Lanes PM Lanes 2 2 2 2 From National Blvd 18th St 18th St National Blvd Dir NB SB La Cienega Blvd Jefferson Blvd Fairfax Ave Fairfax Ave Jefferson Blvd NB SB 3 3 3 3 2 2 2 2 2 2 2 2 Fairfax Ave La Cienega Blvd Venice Blvd Venice Blvd La Cienega Blvd NB SB 2 2 2 2 2 2 2 2 2 2 2 2 Venice Blvd 18th St 18th St Venice Blvd NB SB 1 1 1 1 1 1 1 1 1 1 1 1 Rodeo Rd Jefferson Blvd Jefferson Blvd Rodeo Rd NB SB 1 1 1 1 1 1 1 1 1 1 1 1 Jefferson Blvd Venice Blvd Venice Blvd Jefferson Blvd NB SB 1 1 1 1 1 1 1 1 1 1 1 1 La Brea Ave Stocker St Jefferson Blvd Jefferson Blvd Stocker St NB SB 3 3 3 3 2 2 2 2 3 3 3 3 Crenshaw Blvd 79th St Vernon Ave Vernon Ave 79th St NB SB 3 3 3 3 3 3 3 3 3 3 3 3 Vernon Ave Martin Luther King Jr Blvd Martin Luther King Jr Blvd Vernon Ave NB SB 3 3 3 3 2 2 2 2 3 3 3 3 Martin Luther King Jr Blvd Jefferson Blvd Jefferson Blvd Martin Luther King Jr Blvd NB SB 3 3 3 3 3 3 3 3 3 3 3 3 Jefferson Blvd Adams Blvd Adams Blvd Jefferson Blvd NB SB 3 3 3 3 2 2 2 2 3 3 3 3 Adams Blvd Washington Blvd Washington Blvd Adams Blvd NB SB 3 3 3 3 3 3 3 3 3 3 3 3 Washington Blvd Pico Blvd Pico Blvd Washington Blvd NB SB 2 2 2 2 2 2 2 2 2 2 2 2 76th St Vernon Ave Vernon Ave 76th St NB SB 1 1 1 1 1 1 1 1 1 1 1 1 Vernon Ave Pico Blvd Pico Blvd Vernon Ave NB SB 2 2 2 2 1 1 1 1 1 1 1 1 Redondo Bl Arlington Ave To Current AM Lanes PM Lanes 2 2 2 2 North-South Roadway Robertson Blvd Travel Lane Removal Reclassification Parking Removal No Bike Lanes Share The Road With Draft Network AM Lanes PM Lanes 2 2 2 2 Alternative Network AM Lanes PM Lanes 2 2 2 2 From Crenshaw Blvd Arlington Ave Arlington Ave Crenshaw Bld Dir EB WB Jefferson Blvd La Cienega Blvd La Brea Ave La Brea Ave La Cienega Blvd EB WB 2 2 2 2 2 2 2 2 2 2 2 2 Exposition Blvd La Brea Ave Crenshaw Blvd Crenshaw Blvd La Brea Ave EB WB 1 1 1 1 1 1 1 1 1 1 1 1 Crenshaw Blvd Arlington Ave Arlington Ave Crenshaw Blvd EB WB 2 2 2 2 2 2 2 2 2 2 2 2 Ballona Creek Bike Path La Cienega Blvd La Cienega Blvd Ballona Creek Bike Path EB WB 2+1 2+1 2+1 2+1 2 2 2 2 2 2 2 2 La Cienega Blvd La Brea Ave La Brea Ave La Cienega Blvd EB WB 2/3 2/3 2/3 2/3 2 2 2 2 2 2 2 2 La Brea Ave Martin Luther King Jr Blvd Martin Luther King Jr Blvd La Brea Ave EB WB 2+1 2+1 2+1 2+1 2 2 2 2 2 2 2 2 Martin Luther King Jr Blvd Rodeo Blvd Crenshaw Blvd Crenshaw Blvd Rodeo Blvd EB WB 3 3 3 3 2 2 2 2 2 2 2 2 54th St Crenshaw Blvd 9th Ave 9th Ave Crenshaw Blvd EB WB 1 1 1 1 1 1 1 1 1 1 1 1 9th Ave 7th Ave 7th Ave 9th Ave EB WB 1 1 1 1 1 1 1 1 1 1 1 1 7th Ave 4th Ave 4th Ave 7th Ave EB WB 2 2 2 2 1 1 1 1 1 1 1 1 Crenshaw Blvd Van Ness Ave Van Ness Ave Crenshaw Blvd EB WB 1 1 1 1 1 1 1 1 1 1 1 1 Rodeo Road 76th St To Current AM Lanes PM Lanes 3 3 3 3 East-West Roadway Venice Blvd Travel Lane Removal Parking Removal No Bike Lanes Share The Road APPENDIX E: CITY OF LOS ANGELES TDM ORDINANCE City of Los Angeles Transportation Demand Management (TDM) Ordinance Section 98.0411 of the Municipal Code (Chapter IX) J. Transportation Demand Management and Trip Reduction Measures. (Added by Ord. No. 167,700, Eff. 3/31/93.) 1. DEFINITIONS. For the purpose of this section, certain words and terms are defined as follows: Carpool. A vehicle carrying two to five persons to and from work on a regular schedule. Development. The construction of new non-residential floor area. Gross Floor Area. That area in square feet confined within the outside surface of the exterior walls of a building, as calculated by adding the total square footage of each of the floors in the building, except for that square footage devoted to vehicle parking and necessary interior driveways and ramps. Preferential Parking. Parking spaces, designated or assigned through use of a sign or painted space markings for Carpools or Vanpools, that are provided in a location more convenient to the entrance for the place of employment than parking spaces provided for single-occupant vehicles. Transportation Demand Management (TDM). The alteration of travel behavior through programs of incentives, services, and policies, including encouraging the use of alternatives to single-occupant vehicles such as public transit, cycling, walking, carpooling/ vanpooling and changes in work schedule that move trips out of the peak period or eliminate them altogether (as in the case in telecommuting or compressed work weeks). Trip Reduction. Reduction in the number of work-related trips made by singleoccupant vehicles. Vanpool. A vehicle carrying six or more persons to and from work on a regular schedule, and on a prepaid basis. Vehicle. Any motorized form of transportation, including but not limited to automobiles, vans, buses and motorcycles. City of Los Angeles Transportation Demand Management (TDM) Ordinance Page 2 of 4 2. APPLICABILITY. This subdivision applies only to the construction of new nonresidential gross floor area. Prior to the issuance of a building permit, the owner/applicant shall agree, by way of a covenant that runs with the land, to provide and maintain in a state of good repair the following applicable transportation demand management and trip reduction measures. 3. REQUIREMENTS: (a) Development in excess of 25,000 square feet of gross floor area. The owner shall provide a bulletin board, display case, or kiosk (displaying transportation information) where the greatest number of employees are likely to see it. The transportation information displayed should include, but is not limited to, the following: (1) Current routes and schedules for public transit serving the site; (2) Telephone numbers for referrals on transportation information including numbers for the regional ridesharing agency and local transit operations; (3) Ridesharing promotion material supplied by commuter-oriented organizations; (4) Regional/local bicycle route and facility information; (5) A listing of on-site services or facilities which are available for carpoolers, vanpoolers, bicyclists, and transit riders. (b) Development in excess of 50,000 square feet of gross floor area. The owner shall comply with Paragraph (a) above and in addition shall provide: (1) A designated parking area for employee carpools and vanpools as close as practical to the main pedestrian entrance(s) of the building(s). This area shall include at least ten percent of the parking spaces required for the site. The spaces shall be signed and striped sufficient to meet the employee demand for such spaces. The carpool/vanpool parking area shall be identified on the driveway and circulation plan upon application for a building permit; (2) One permanent, clearly identified (signed and striped) carpool/vanpool parking space for the first 50,000 to 100,000 square feet of gross floor area and one additional permanent, clearly identified (signed and striped) carpool/vanpool parking space for any development over 100,000 square feet of gross floor area; (3) Parking spaces clearly identified (signed and striped) shall be provided in the designated carpool/vanpool parking area at any time during the building’s occupancy sufficient to meet employee demand for such spaces. Absent such City of Los Angeles Transportation Demand Management (TDM) Ordinance Page 3 of 4 demand, parking spaces within the designated carpool/vanpool parking area may be used by other vehicles; (4) No signed and striped parking spaces for carpool/vanpool parking shall displace any handicapped parking; (5) A statement that preferential carpool/vanpool spaces are available on-site and a description of the method for obtaining permission to use such spaces shall be included on the required transportation information board; (6) A minimum vertical clearance of 7 feet 2 inches shall be provided for all parking spaces and accessways used by vanpool vehicles when located within a parking structure; (7) Bicycle parking shall be provided in conformance with Section 12.21A16 of this Code. (c) Development in excess of 100,000 square feet of gross floor area. The owner shall comply with Paragraphs (a) and (b) above and shall provide: (1) A safe and convenient area in which carpool/vanpool vehicles may load and unload passengers other than in their assigned parking area; (2) Sidewalks or other designated pathways following direct and safe routes from the external pedestrian circulation system to each building in the development; (3) If determined necessary by the City to mitigate the project impact, bus stop improvements shall be provided. The City will consult with the local bus service providers in determining appropriate improvements. When locating bus stops and/or planning building entrances, entrances shall be designed to provide safe and efficient access to nearby transit stations/stops; (4) Safe and convenient access from the external circulation system to bicycle parking facilities on-site. 4. EXCEPTIONS. The provisions of this subsection shall not apply to developments for which an application has been deemed complete by the City pursuant to Government Code Section 65943, or for which a Notice of Preparation for a Draft Environmental Impact Report has been circulated or for which plans sufficient for a complete plan check were accepted by the Department of Building and Safety, on or before the effective date of this ordinance. City of Los Angeles Transportation Demand Management (TDM) Ordinance Page 4 of 4 5. MONITORING. The Department of Transportation shall be responsible for monitoring the owner/applicant’s continual implementation and maintenance of the project trip reduction features required by this ordinance. 6. ENFORCEMENT. Applicants shall execute and record a Covenant and Agreement that the trip reduction features required by this ordinance will be maintained, that required material specified in Subdivision 3 (a) (1)-(5) will be continually posted, and that additional carpool/vanpool spaces within the designated preferential area will be signed and striped for the use of ridesharing employees based on demand for such spaces. The Covenant and Agreement shall be acceptable to the Department of Transportation. 7. HARDSHIP EXEMPTION. In cases of extreme hardship, duly established to its satisfaction, the City Council, acting in its legislative capacity, and by resolution, may grant an exemption from any/or all the provisions of this ordinance. In granting such an exemption, the City Council shall make the following findings: (a) Specific features of the development make it infeasible to satisfy all of the provisions of this subsection; and (b) The applicant has committed to provide equivalent alternative measures to reduce vehicle trips. APPENDIX F: ROADWAY SEGMENT LEVEL OF SERVICE TABLES APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 Roadway Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St La Cienega Ave La Cienega Ave La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Clyde Av Clyde Av Thurman Av Thurman Av Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Du Ray / Sanchez Du Ray / Sanchez Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av From Cattaraugus Beverlywood National Blvd Cataraugus Ave Beverlywood St 18th St Beverlywood St Cadillac Av Venice Blvd Beverlywood St Washington Bl La Cienega Bl Wrightcrest Dr Rodeo Rd Rodeo Rd Jefferson Bl Fairfax Ave Washington Bl Washington Bl Venice Bl Venice Bl Cadillac Av Cadillac Av 18th St Wrightcrest Dr Rodeo Rd Jefferson Blvd Fairfax Ave La Cienega Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl 18th St Coliseum St Rodeo Rd Washington Bl Venice Bl Jefferson Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Cochran Coliseum St Rodeo Rd Jefferson Bl Westhaven Adams Bl Westhaven Jefferson Bl Adams Bl Washington Bl Washington Bl Venice Bl Fairview Slauson Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl I-10 Washington Bl Washington Bl Venice Bl Adams Blvd I-10 Veronica St Coliseum St To Beverlywood Cattaraugus Cataraugus Ave National Blvd 18th St Beverlywood St Cadillac Av Beverlywood St Beverlywood St Venice Blvd La Cienega Bl Washington Bl Rodeo Rd Wrightcrest Dr Jefferson Bl Rodeo Rd Washington Bl Fairfax Ave Venice Bl Washington Bl Cadillac Av Venice Bl 18th St Cadillac Av Rodeo Rd Wrightcrest Dr Fairfax Ave Jefferson Blvd Adams Bl La Cienega Bl Washington Bl Adams Bl Venice Bl Washington Bl 18th St Venice Bl Rodeo Rd Coliseum St Venice Bl Washington Bl Adams Bl Jefferson Bl Washington Bl Adams Bl Venice Bl Washington Bl Coliseum St Cochran Jefferson Bl Rodeo Rd Adams Bl Westhaven Jefferson Bl Westhaven Washington Bl Adams Bl Venice Bl Washington Bl Slauson Fairview Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl I-10 Venice Bl Washington Bl I-10 Adams Blvd Coliseum St Veronica St Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 75 76 Rimpau Bl Rimpau Bl 21st St Washington Bl Washington Bl 21st St NB SB 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 Rimpau Bl Rimpau Bl Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Hillcrest Hillcrest Hillcrest Hillcrest Farmdale Av Farmdale Av Chesapeake Av Chesapeake Av Alviso Av Alviso Av Alviso Av Alviso Av Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Washington Bl Venice Bl Exposition Bl Jefferson Bl Jefferson Bl Adams Bl Adams Bl 21st St Santa Rosalia Santo Tomas Santa Rosalia Martin Luther King Jr Bl Rodeo Rd Jefferson Bl Coliseum St Rodeo Rd 60th Slauson Av 60th 64th Coliseum St Rodeo Rd Coliseum St 39th Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Martin Luther King Jr Blvd 39th St Venice Bl Washington Bl Jefferson Bl Exposition Bl Adams Bl Jefferson Bl 21st St Adams Bl Santo Tomas Santa Rosalia Martin Luther King Jr Bl Santa Rosalia Jefferson Bl Rodeo Rd Rodeo Rd Coliseum St Slauson Av 60th 64th 60th Rodeo Rd Coliseum St 39th Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl 39th St Martin Luther King Jr Blvd NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 107 108 West Bl West Bl Adams Bl Washington Bl Washington Bl Adams Bl NB SB 109 110 111 West Bl West Bl West Bl Washington Bl Venice Bl Venice Bl Venice Bl Washington Bl Pico Bl NB SB NB Count 1,320 1,600 880 1,480 1,050 780 290 240 340 150 470 400 2,600 2,800 2,610 2,600 2,960 2,370 2,990 1,850 2,260 3,330 3,190 1,650 2,530 2,730 2,880 2,790 1,250 1,590 1,440 1,470 1,170 1,210 840 620 490 250 360 90 180 320 270 440 450 370 40 30 410 580 560 340 250 520 410 320 500 360 1,640 1,030 1,910 1,620 2,940 2,260 2,380 2,270 2,480 2,210 2,410 1,720 2,360 2,310 2,240 1,840 320 220 30 20 210 180 400 340 330 280 300 390 250 170 390 150 430 190 120 100 90 90 370 210 210 320 380 270 440 440 390 270 510 340 550 410 560 Model 1,026 821 879 1,470 1,043 775 276 226 332 145 449 381 2,524 2,727 2,460 2,521 1,868 1,236 2,906 1,796 2,524 3,236 3,105 2,685 2,524 2,727 2,875 2,784 1,200 1,543 1,392 1,429 1,137 1,176 806 594 463 235 344 71 166 300 257 413 423 358 92 62 398 485 404 453 421 394 259 393 476 542 1,378 1,322 2,469 1,932 2,855 2,192 2,314 2,201 1,772 1,996 2,344 1,667 2,360 2,310 2,239 1,837 303 200 15 0 194 166 387 323 320 264 317 445 375 192 375 140 406 175 386 85 19 84 352 340 274 333 360 254 459 415 384 269 386 402 529 394 530 Existing (Year 2008) - AM Peak Hour Functional Class pcphpl Lanes Capacity secondary highway 749 2 1498 secondary highway 749 2 1498 secondary highway 749 2 1498 secondary highway 749 2 1498 secondary highway 749 2 1498 secondary highway 749 2 1498 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 major highway 2 856 1 856 major highway 2 856 1 856 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 1 856 major highway 2 856 1 856 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 V/C LOS 0.881 1.068 0.587 0.988 0.701 0.521 0.483 0.400 0.567 0.250 0.549 0.467 1.012 1.090 1.016 1.012 1.153 0.923 1.164 0.720 0.880 1.297 1.242 0.643 0.985 1.063 1.121 1.086 0.730 0.929 0.841 0.859 0.683 0.707 0.981 0.724 0.817 0.417 0.600 0.150 0.300 0.533 0.450 0.733 0.750 0.617 0.067 0.050 0.547 0.774 0.748 0.454 0.334 0.694 0.547 0.427 0.668 0.481 0.958 0.602 0.744 0.631 1.145 0.880 0.927 0.884 0.966 0.861 0.938 0.670 0.919 0.900 0.872 0.717 D F A E C A A A A A A A F F F F F E F C D F F B E F F F C E D D B C E C D A A A A A A C C B A A A C C A A B A A B A E B C B F D E D E D E B E D D C 0.533 0.367 A A 0.050 0.033 0.350 0.300 0.667 0.567 0.550 0.467 0.500 0.650 0.417 0.283 0.650 0.250 0.717 0.317 0.200 0.167 0.150 0.150 0.617 0.350 0.350 0.533 0.633 0.450 0.733 0.733 0.650 0.450 A A A A B A A A A B A A B A C A A A A A B A A A B A C C B A 0.850 0.567 D A 0.917 0.683 0.933 E B E Count 1,600 1,320 760 1,390 1,070 960 430 250 340 370 500 470 2,790 2,640 2,230 2,960 2,700 2,520 2,330 2,750 2,030 3,490 2,730 2,180 2,300 3,030 2,630 3,120 1,290 1,320 1,330 1,440 990 1,400 670 650 370 510 120 100 280 330 410 390 630 700 130 220 500 620 340 520 520 270 390 610 560 670 1,370 1,530 1,620 1,910 2,560 2,390 2,230 2,390 2,420 2,480 2,040 2,140 2,360 2,560 1,980 1,910 290 380 20 390 240 240 350 470 370 400 470 470 380 340 250 470 300 370 120 170 50 50 410 440 390 460 320 510 300 540 450 400 510 620 430 500 430 Model 1,112 822 757 1,384 1,065 953 401 238 339 368 479 445 2,300 3,022 2,201 2,877 1,456 1,994 2,266 2,677 2,265 3,396 2,650 3,196 2,300 3,022 2,621 3,119 1,247 1,279 1,280 1,390 954 1,351 645 623 359 482 265 151 268 312 320 374 397 469 110 207 385 562 461 554 442 436 362 451 539 640 1,340 1,431 2,082 2,272 2,489 2,322 2,167 2,320 1,907 1,789 1,983 2,072 2,358 2,558 1,980 1,909 279 367 16 373 221 224 337 447 353 384 442 446 363 324 234 444 283 357 106 153 38 31 391 413 371 433 305 480 405 465 444 395 402 499 405 471 403 Existing (Year 2008) - PM Peak Hour Functional Class pcphpl Lanes Capacity secondary highway 749 2 1498 secondary highway 749 2 1498 secondary highway 749 2 1498 secondary highway 749 2 1498 secondary highway 749 2 1498 secondary highway 749 2 1498 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 major highway 2 856 1 856 major highway 2 856 1 856 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 1 856 major highway 2 856 1 856 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 secondary highway 749 1 749 major highway 2 856 2 1712 major highway 2 856 2 1712 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 major highway 2 856 3 2568 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 collector 600 1 600 V/C LOS 1.068 0.881 0.507 0.928 0.714 0.641 0.717 0.417 0.567 0.617 0.584 0.549 1.086 1.028 0.868 1.153 1.051 0.981 0.907 1.071 0.790 1.359 1.063 0.849 0.896 1.180 1.024 1.215 0.754 0.771 0.777 0.841 0.578 0.818 0.783 0.759 0.617 0.850 0.200 0.167 0.467 0.550 0.683 0.650 1.050 1.167 0.217 0.367 0.668 0.828 0.454 0.694 0.694 0.360 0.521 0.814 0.748 0.895 0.800 0.894 0.631 0.744 0.997 0.931 0.868 0.931 0.942 0.966 0.794 0.833 0.919 0.997 0.771 0.744 F D A E C B C A A B A A F F D F F E E F C F F D D F F F C C C D A D C C B D A A A A B B F F A A B D A B B A A D C D D D B C E E D E E E C D E E C C 0.483 0.633 A B 0.033 0.650 0.400 0.400 0.583 0.783 0.617 0.667 0.783 0.783 0.633 0.567 0.417 0.783 0.500 0.617 0.200 0.283 0.083 0.083 0.683 0.733 0.650 0.767 0.533 0.850 0.500 0.900 0.750 0.667 A B A A A C B B C C B A A C A B A A A A B C B C A D A D C B 0.850 1.033 D F 0.717 0.833 0.717 C D C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 Roadway West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Leimert Leimert Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av Stocker Pl Stocker Pl 9th Av 9th Av Westside Av Westside Av 7th Av 7th Av 7th Av 7th Av 7th Av 7th Av 6th Av 6th Av 6th Av 6th Av 6th Av 6th Av 5th Av 5th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av Dublin Av Dublin Av 3rd Av 3rd Av Van Ness Av Van Ness Av From Pico Bl Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 54th St Angeles Vista Bl 79th St Florence Av Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 48th St 54th St 48th St Leimert Bl Leimert Bl Vernon Av Vernon Av Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl I-10 Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl Adams Blvd I-10 Martin Luther King Jr Blvd 39th St 39th St Coliseum St Vernon Av Martin Luther King Jr Bl 43rd Stocker St Stocker St Martin Luther King Jr Bl Coliseum St To Venice Bl Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av Angeles Vista Bl 54th St Florence Av 79th St Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av 54th St 48th St Leimert Bl 48th St Vernon Av Leimert Bl Stocker St Vernon Av Martin Luther King Jr Bl Stocker St Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl I-10 Venice Bl Washington Bl Pico Bl Venice Bl I-10 Adams Blvd 39th St Martin Luther King Jr Blvd Coliseum St 39th St Martin Luther King Jr Bl Vernon Av Stocker St 43rd Martin Luther King Jr Bl Stocker St Rodeo Rd Rodeo Rd Rodeo Rd Jefferson Bl Martin Luther King Jr Blvd 39th St 76th St Florence Av Florence Hyde Park Hyde Park Slauson Av Slauson Av 54th St 48th St 54th St 48th St Vernon Av Vernon Av 42nd St 42nd St Leimert Bl Stocker Pl Martin Luther King Jr Bl Martin Luther King Jr Bl Coliseum St Rodeo Rd Jefferson Bl Jefferson Bl Coliseum St Montclair St Jefferson Bl Adams Blvd Montclair St Washington Bl Adams Bl Venice Bl Washington Bl Pico Bl Venice Bl Florence Av 76th St 67th Hyde Park Florence 67th Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Florence Av 76th St Montclair St Adams Blvd Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl 76th St Florence Av Hyde Park 67th 67th Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl 76th St Florence Av Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Jefferson Bl Rodeo Rd 39th St Martin Luther King Jr Blvd Florence Av 76th St Hyde Park Florence Slauson Av Hyde Park 54th St Slauson Av 54th St 48th St Vernon Av 48th St 42nd St Vernon Av Leimert Bl 42nd St Martin Luther King Jr Bl Stocker Pl Coliseum St Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Montclair St X X Existing ATCS X X X X X X X X X X X X X X Direction Count Model Existing (Year 2008) - AM Peak Hour Functional Class pcphpl Lanes Capacity SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 410 850 540 580 280 340 300 170 200 1,470 1,070 1,660 1,160 1,330 800 1,430 940 1,620 1,540 2,690 1,350 1,590 600 1,720 950 2,030 1,360 580 450 1,520 920 1,680 1,170 2,180 1,320 2,180 1,590 1,510 1,220 2,290 1,760 660 510 640 600 510 500 100 110 210 160 240 190 120 90 140 130 180 240 620 330 470 310 290 180 30 30 40 30 320 100 410 370 300 220 320 270 290 290 250 240 320 160 470 490 670 520 150 250 230 150 70 80 50 70 240 140 50 40 40 40 250 120 160 80 470 370 60 130 490 470 394 815 513 551 264 125 133 159 189 1,428 1,035 1,604 1,121 1,399 927 1,606 997 966 1,635 2,617 1,308 1,543 575 1,670 913 1,628 876 559 426 1,471 881 1,624 1,138 2,103 1,568 1,352 1,145 1,409 1,469 2,285 1,756 653 503 631 593 1,336 843 211 223 70 51 224 178 105 73 134 129 167 222 235 209 139 122 278 166 169 299 180 120 306 84 393 354 289 206 308 251 271 277 233 228 312 158 447 462 645 494 137 240 212 131 115 79 51 75 227 129 190 103 240 110 233 101 144 70 443 351 123 115 466 444 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 856 856 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 749 749 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3210 3210 3210 3210 3210 3210 3210 3210 3210 3210 3210 3210 2140 2140 2140 2140 3210 3210 3210 3210 3210 3210 2568 2568 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 749 749 V/C LOS Count Model Existing (Year 2008) - PM Peak Hour Functional Class pcphpl Lanes Capacity 0.683 0.708 0.450 0.483 0.233 0.567 0.500 0.283 0.333 0.557 0.405 0.629 0.439 0.504 0.303 0.433 0.285 0.491 0.467 0.815 0.409 0.482 0.182 0.536 0.296 0.632 0.424 0.181 0.140 0.474 0.287 0.523 0.364 0.679 0.411 1.019 0.743 0.706 0.570 0.713 0.548 0.206 0.159 0.199 0.187 0.199 0.195 0.167 0.183 0.350 0.267 0.400 0.317 0.200 0.150 0.233 0.217 0.300 0.400 1.033 0.550 0.783 0.517 0.483 0.300 0.050 0.050 0.067 0.050 0.533 0.167 0.683 0.617 0.500 0.367 0.533 0.450 0.483 0.483 0.417 0.400 0.533 0.267 0.783 0.817 1.117 0.867 0.250 0.417 0.383 0.250 0.117 0.133 0.083 0.117 0.400 0.233 0.083 0.067 0.067 0.067 0.417 0.200 0.267 0.133 0.783 0.617 0.100 0.217 0.654 0.628 B C A A A A A A A A A B A A A A A A A D A A A A A B A A A A A A A B A F C C A C A A A A A A A A A A A A A A A A A A A F A C A A A A A A A A A B B A A A A A A A A A A C D F D A A A A A A A A A A A A A A A A A A C B A A B B 540 900 750 520 740 400 400 240 220 1,400 1,520 1,520 1,790 1,240 1,210 1,280 1,570 1,540 1,620 1,820 2,550 950 1,310 1,440 1,710 1,660 1,850 1,060 1,090 1,600 2,070 1,830 2,130 2,040 1,760 1,900 1,490 1,430 1,420 2,260 2,580 1,060 1,190 1,160 1,140 500 510 240 280 90 120 290 300 140 160 180 240 270 250 250 350 170 200 250 270 330 230 120 280 270 190 330 500 250 360 360 430 130 200 300 340 240 340 520 490 530 610 220 380 190 230 190 80 110 100 180 260 130 220 130 240 140 190 80 310 470 540 50 50 430 530 516 865 722 495 713 260 217 221 209 1,354 1,471 1,475 1,736 1,241 1,600 1,190 1,725 1,772 1,268 1,762 2,476 913 1,263 1,054 1,856 1,370 1,987 1,020 1,058 1,552 2,001 1,774 2,061 1,950 1,851 1,275 1,232 1,292 1,422 2,257 2,574 1,054 1,180 1,153 1,137 1,138 1,411 225 263 72 103 272 287 122 147 170 232 255 232 238 332 153 181 231 259 313 214 109 265 256 180 314 478 230 343 342 402 349 322 285 326 230 333 496 461 501 582 200 360 173 212 173 67 97 89 169 250 115 206 117 225 114 344 64 292 441 519 181 195 409 503 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 856 856 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 749 749 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3210 3210 3210 3210 3210 3210 3210 3210 3210 3210 3210 3210 2140 2140 2140 2140 3210 3210 3210 3210 3210 3210 2568 2568 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 749 749 V/C LOS 0.900 0.750 0.625 0.433 0.617 0.667 0.667 0.400 0.367 0.530 0.576 0.576 0.678 0.470 0.458 0.388 0.476 0.467 0.491 0.552 0.773 0.288 0.397 0.449 0.533 0.517 0.576 0.330 0.340 0.498 0.645 0.570 0.664 0.636 0.548 0.888 0.696 0.668 0.664 0.704 0.804 0.330 0.371 0.361 0.355 0.195 0.199 0.400 0.467 0.150 0.200 0.483 0.500 0.233 0.267 0.300 0.400 0.450 0.417 0.417 0.583 0.283 0.333 0.417 0.450 0.550 0.383 0.200 0.467 0.450 0.317 0.550 0.833 0.417 0.600 0.600 0.717 0.217 0.333 0.500 0.567 0.400 0.567 0.867 0.817 0.883 1.017 0.367 0.633 0.317 0.383 0.317 0.133 0.183 0.167 0.300 0.433 0.217 0.367 0.217 0.400 0.233 0.317 0.133 0.517 0.783 0.900 0.083 0.083 0.574 0.708 D C B A B B B A A A A A B A A A A A A A C A A A A A A A A A B A B B A D B B B C D A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A D A A A C A A A A A A D D D F A B A A A A A A A A A A A A A A A A C D A A A C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 Roadway Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av From To Hyde Park Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Adams Bl Florence Hyde Park Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl I-10 Adams Bl Venice Bl Washington Bl Washington Blvd I-10 Pico Bl Venice Bl Washington Bl Venice Bl I-10 Washington Blvd Venice Bl Pico Bl I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Count Model Existing (Year 2008) - AM Peak Hour Functional Class pcphpl Lanes Capacity NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 780 740 570 500 770 580 820 610 560 460 1,150 520 1,630 1,320 1,110 980 1,470 1,170 1,180 990 1,820 1,370 1,540 1,700 1,330 1,290 540 646 544 474 601 492 497 393 540 437 1,112 497 1,588 1,275 1,076 945 1,425 1,139 1,198 1,116 1,765 1,324 1,538 1,699 1,280 1,247 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 1 1 1 1 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 749 749 749 749 1498 1498 749 749 749 749 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 V/C LOS Count Model Existing (Year 2008) - PM Peak Hour Functional Class pcphpl Lanes Capacity 1.041 0.988 0.761 0.668 0.514 0.387 1.095 0.814 0.748 0.614 0.768 0.347 1.088 0.881 0.741 0.654 0.981 0.781 0.788 0.661 1.215 0.915 1.028 1.135 0.888 0.861 F E C B A A F D C B C A F D C B E C C B F E F F D D 560 520 490 550 730 840 690 980 490 570 880 910 1,360 1,580 1,080 1,090 1,390 1,440 750 1,250 1,720 1,460 1,660 1,610 1,330 1,250 531 494 470 524 569 622 429 442 462 543 845 873 1,319 1,537 1,048 1,053 1,346 1,395 1,212 1,378 1,665 1,413 1,653 1,609 1,287 1,201 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 1 1 1 1 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 749 749 749 749 1498 1498 749 749 749 749 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 V/C LOS 0.748 0.694 0.654 0.734 0.487 0.561 0.921 1.308 0.654 0.761 0.587 0.607 0.908 1.055 0.721 0.728 0.928 0.961 0.501 0.834 1.148 0.975 1.108 1.075 0.888 0.834 C B B C A A E F B C A B E F C C E E A D F E F F D D APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 Roadway 18th St 18th St 18th St 18th St Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Beverlywood St Beverlywood St Beverlywood St Beverlywood St Cattaraugus Av Cattaraugus Av Cattaraugus Av Cattaraugus Av National Bl National Bl National Bl National Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Washington Bl Washington Bl Washington Bl Washington Bl From Robertson Bl La Cienega Bl La Cienega Bl Fairfax Av Robertson Bl La Cienega Bl Robertson Bl Fairfax Av La Cienega Bl Coming St Robertson Bl Venice Bl La Cienega Bl La Cienega Blvd Coming St Robertson Bl Canfield Av Garth Av/Corning St Robertson Bl Robertson Bl Canfield Av I-10 Robertson Robertson Bl Canfield Av Venice Bl Robertson Bl Crenshaw Bl West Bl La Cienega Bl Venice Bl Coming St La Cienega Blvd Canfield Av Robertson Bl Robertson Bl Garth Av/Corning St Canfield Av Robertson Bl Robertson I-10 Canfield Av Robertson Bl Robertson Bl Venice Bl West Bl Crenshaw Bl Crenshaw Bl 6th Ave 6th Ave Arlington Ave National Bl La Cienega Bl La Cienega Bl Cadillac Av Cadillac Av Fairfax Av Crenshaw Bl Arlington Ave 6th Ave La Cienega Bl National Bl Cadillac Av La Cienega Bl Fairfax Av Cadillac Av Hauser Blvd Thurman Ave La Brea Av Redondo Bl West Bl La Brea Av Crenshaw Bl 6th Ave 6th Ave Thurman Ave Crenshaw Bl Thurman Ave Fairfax Ave Redondo Blvd Hauser Blvd Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av Redondo Bl Rimpau Blvd West Blvd Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Crenshaw Bl Washington Bl Washington Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl 6th Ave Redondo Bl La Brea Av La Brea Av Fairfax Ave Thurman Ave Hauser Blvd Redondo Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave 6th Ave Fairfax Ave Thurman Ave La Brea Ave Rimpau Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Fairfax Av Hauser Blvd Redondo Bl La Brea Av La Brea Av West Bl Thurman Ave West Blvd Rimpau Blvd 6th Ave Crenshaw Bl Thurman Ave Fairfax Ave Rimpau Blvd La Brea Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Hauser Blvd Fairfax Av La Brea Av Redondo Bl Harcourt Ave Harcourt Ave La Brea Av Adams Bl Adams Bl Crenshaw 6th Ave 6th Ave Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Hauser Blvd Redondo Blvd Harcourt Ave West Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Hauser Redondo Redondo La Brea Crenshaw Redondo Blvd Hauser Blvd West Blvd Harcourt Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Hauser La Brea Redondo Arlington Av Adams Bl Adams Bl Westhaven Westhaven Westhaven Westhaven Mont Clair St Mont Clair St Mont Clair St Mont Clair St Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl 7th Ave Arlington Av 9th Ave 7th Ave Hetzler Rd Rodeo Rd National Bl La Cienega Bl La Cienega Bl 7th Ave 9th Ave Rodeo Rd Hetzler Rd La Cienega Bl National Bl Hauser Blvd Buckingham Rd Crenshaw Bl Crenshaw Buckingham Rd Degnan Blvd Degnan Blvd Crenshaw Redondo Blvd Hauser Blvd Harcourt Ave La Brea Ave Farmdale Ave Harcourt Ave Buckingham Rd Farmdale Ave 7th Ave Redondo Bl La Brea Av Hauser Blvd Redondo Blvd La Brea Ave Harcourt Ave Harcourt Ave Farmdale Ave Farmdale Ave Buckingham Rd Degnan Blvd X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 7th Ave La Cienega Bl La Brea Av Redondo Bl Crenshaw Bl Hauser Blvd Existing ATSAC Coming St Thurman Ave Hauser Blvd Washington Bl Washington Bl Washington Bl Washington Bl To X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Count Model EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB 150 260 410 610 390 460 410 850 550 550 240 90 210 350 580 700 130 230 670 670 890 990 830 1,530 1,010 1,160 1,010 1,280 1,740 2,400 1,220 2,010 1,450 2,510 1,660 2,720 1,140 2,110 1,250 1,560 1,110 1,420 1,580 2,870 1,310 2,220 1,750 2,830 1,210 1,870 160 350 750 1,870 820 1,030 680 1,040 300 1,900 640 2,090 610 1,600 940 1,190 270 1,180 740 1,110 850 1,500 850 1,230 260 930 990 1,450 820 1,090 520 590 70 70 150 100 170 90 20 40 1,090 1,520 970 1,820 500 1,520 430 1,250 160 490 370 1,140 400 1,130 180 530 90 750 90 470 140 357 453 390 589 232 434 276 1,413 541 544 226 75 195 332 556 680 447 336 643 642 1,306 824 1,050 1,490 976 1,218 1,006 1,273 1,684 2,336 1,189 1,954 1,401 2,439 1,608 2,642 1,106 2,047 423 1,331 1,457 2,274 1,576 2,866 1,307 2,213 1,747 2,825 1,204 1,867 244 1,122 176 894 724 1,713 658 1,009 293 1,891 632 2,084 604 1,596 935 1,182 260 1,142 530 1,071 812 1,283 281 604 255 926 983 1,444 813 1,083 519 587 154 355 192 372 152 76 19 40 1,053 1,479 981 1,763 476 1,411 403 1,204 141 469 155 333 393 1,125 170 521 82 741 82 462 134 Existing (Year 2008) - AM Peak Hour Functional Class pcphpl Lanes Capacity Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 856 856 600 600 600 600 600 600 600 600 600 600 749 749 749 749 856 856 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 600 600 600 600 600 600 600 600 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 600 600 600 600 600 600 1712 1712 600 600 600 600 600 600 600 600 600 600 749 749 1498 1498 1712 1712 1498 1498 1498 1498 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 1712 2568 1712 2568 1712 2568 1712 2568 1712 1712 1712 2568 1712 2568 1712 2568 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 600 600 600 600 600 600 600 600 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 V/C LOS Count Model Existing (Year 2008) - PM Peak Hour Functional Class pcphpl Lanes Capacity 0.250 0.433 0.683 1.017 0.650 0.767 0.239 0.496 0.917 0.917 0.400 0.150 0.350 0.583 0.967 1.167 0.217 0.383 0.895 0.895 0.594 0.661 0.485 0.894 0.674 0.774 0.674 0.854 0.774 1.068 0.543 0.895 0.645 1.117 0.739 1.211 0.507 0.939 0.556 0.694 0.494 0.632 0.703 1.277 0.583 0.988 0.779 1.259 0.538 0.832 0.093 0.136 0.438 0.728 0.479 0.401 0.397 0.405 0.175 1.110 0.374 0.814 0.356 0.623 0.549 0.463 0.158 0.689 0.432 0.648 0.496 0.876 0.496 0.718 0.152 0.543 0.578 0.847 0.479 0.637 0.304 0.345 0.117 0.117 0.250 0.167 0.283 0.150 0.033 0.067 0.728 1.015 0.648 1.215 0.334 1.015 0.287 0.834 0.107 0.327 0.247 0.761 0.267 0.754 0.120 0.354 0.060 0.501 0.060 0.314 0.093 A A B F B C A A E E A A A A E F A A D D A B A D B C B D C F A D B F C F A E A B A B C F A E C F A D A A A C A A A A A F A D A B A A A B A B A D A C A A A D A B A A A A A A A A A A C F B F A F A D A A A C A C A A A A A A A 290 260 550 570 540 330 400 1,250 720 480 160 240 450 250 690 610 230 130 820 570 1,630 670 1,200 1,010 1,320 860 1,260 1,040 2,520 1,900 1,600 1,780 2,300 1,760 1,770 1,910 1,870 1,850 1,020 970 1,370 1,120 2,290 2,130 1,860 1,750 2,570 2,470 1,770 1,550 380 350 1,210 790 1,030 820 950 540 880 1,480 1,160 680 1,100 670 1,030 660 970 580 1,200 730 1,250 800 1,230 850 840 530 1,280 1,030 1,000 800 660 650 70 70 100 150 110 130 80 30 1,550 1,150 1,630 1,230 1,260 930 960 860 600 270 400 260 970 750 620 360 820 310 560 230 350 402 252 522 543 493 273 773 1,127 711 478 145 222 423 233 666 590 457 288 793 549 1,520 705 1,344 978 1,278 854 1,253 1,036 2,443 1,848 1,555 1,721 2,234 1,706 2,313 2,012 1,744 1,551 1,457 944 2,036 1,883 2,288 2,121 1,856 1,745 2,566 2,460 1,765 1,545 960 406 635 284 1,156 643 919 518 874 1,476 1,156 677 1,099 669 1,030 655 931 552 982 705 1,209 879 664 447 837 522 1,278 1,029 990 795 657 642 289 219 386 231 96 118 77 23 1,509 1,111 1,577 1,199 1,217 1,017 921 820 578 258 384 242 962 748 613 351 819 303 552 223 349 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 856 856 600 600 600 600 600 600 600 600 600 600 749 749 749 749 856 856 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 856 600 600 600 600 600 600 600 600 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 749 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 2 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 600 600 600 600 600 600 1712 1712 600 600 600 600 600 600 600 600 600 600 749 749 1498 1498 1712 1712 1498 1498 1498 1498 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 2247 1712 1712 2568 1712 2568 1712 1712 1712 1712 1712 2568 1712 2568 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 1712 600 600 600 600 600 600 600 600 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 V/C LOS 0.483 0.433 0.917 0.950 0.900 0.550 0.234 0.730 1.200 0.800 0.267 0.400 0.750 0.417 1.150 1.017 0.383 0.217 1.095 0.761 1.088 0.447 0.701 0.590 0.881 0.574 0.841 0.694 1.121 0.846 0.712 0.792 1.024 0.783 0.788 0.850 0.832 0.823 0.454 0.432 0.610 0.498 1.019 0.948 0.828 0.779 1.144 1.099 0.788 0.690 0.222 0.204 0.471 0.461 0.401 0.479 0.555 0.315 0.514 0.864 0.452 0.397 0.428 0.391 0.602 0.386 0.567 0.339 0.701 0.426 0.730 0.467 0.718 0.496 0.491 0.310 0.748 0.602 0.584 0.467 0.386 0.380 0.117 0.117 0.167 0.250 0.183 0.217 0.133 0.050 1.035 0.768 1.088 0.821 0.841 0.621 0.641 0.574 0.401 0.180 0.267 0.174 0.648 0.501 0.414 0.240 0.547 0.207 0.374 0.154 0.234 A A E E D A A C F C A A C A F F A A F C F A C A D A D B F D C C F C C D D D A A B A F E D C F F C B A A A A A A A A A D A A A A B A A A C A C A C A A A C B A A A A A A A A A A A A F C F D D B B A A A A A B A A A A A A A A APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 Roadway Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Exposition Bl Exposition Bl Exposition Bl Exposition Bl Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl 39th St 39th St 39th St 39th St Don Miguel Dr Don Miguel Dr Don Felipe Don Felipe Santa Rosalia Santa Rosalia Santa Rosalia Santa Rosalia Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St 42nd St 42nd St Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av From To 7th Ave 7th Ave 3rd Ave 3rd Ave Arlington Ave La Brea Av Crenshaw Bl Crenshaw Bl Arlington Av Jefferson Bl La Cienega Bl La Cienega Bl Degnan Blvd 3rd Ave 7th Ave Arlington Ave 3rd Ave Crenshaw Bl La Brea Av Arlington Av Crenshaw Bl La Cienega Bl Jefferson Bl Hauser Blvd La Cienega Bl La Brea Av Redondo Bl Martin Luther King Jr Bl La Brea Av Redondo Bl La Brea Av La Brea Av Martin Luther King Jr Bl Farmdale Ave Buckingham Rd Crenshaw Bl Degnan Ave Hauser Blvd Redondo Blvd Martin Luther King Jr Blvd Farmdale Ave Buckingham Rd Crenshaw Blvd Degnan Ave 7th Ave 7th Ave Dublin Ave Dublin Ave 3rd Ave 3rd Ave Arlington Ave Clyde Du Ray Du Ray La Brea La Brea Av Hauser Blvd Buckingham Rd Farmdale Ave Degnan Ave Crenshaw Bl Redondo Blvd Hauser Blvd Farmdale Ave Martin Luther King Jr Blvd Crenshaw Blvd Buckingham Rd 7th Ave Degnan Ave Dublin Ave 7th Ave 3rd Ave Dublin Ave Arlington Ave 3rd Ave Du Ray Clyde La Brea Du Ray La Brea Av Buckingham Buckingham Crenshaw Buckingham Buckingham Crenshaw Degnan Ave Westside Ave Westside Ave Degnan Ave Martin Luther King Jr Blvd Santa Rosalia Dr Chesapeake Ave Martin Luther King Jr Blvd Degnan Ave Crenshaw Ave 7th Ave Westside Ave Coliseum St Buckingham Rd Buckingham Rd Coliseum St Degnan St Leimert Arlington Coliseum St Rodeo Rd Degnan St Westside Ave Westside Ave Dublin Ave Buckingham Rd Crenshaw Bl Crenshaw Bl Arlington Av Don Lorenzo Dr Don Felipe Dr Don Miguel Stocker Hillcrest Stocker Hillcrest Coliseum La Brea Crenshaw Bl Arlington Leimert Rodeo Rd Coliseum St Westside Ave Degnan St Dublin Ave Westside Ave Crenshaw Bl Buckingham Rd Arlington Av Crenshaw Bl Don Felipe Dr Don Lorenzo Dr Stocker Don Miguel Stocker Hillcrest Coliseum Hillcrest X X X X X X X X X X X X Santa Rosalia Dr Crenshaw Degnan Degnan Leimert Santa Rosalia Dr Crenshaw BLvd Stocker Plaza Arlington Av La Brea Degnan Crenshaw Leimert Degnan Crenshaw BLvd Santa Rosalia Dr Arlington Av Stocker Plaza Westside Ave Dublin Ave Dublin Ave Westside Ave Leimert Blvd Westside Ave Dublin Ave Arlington Ave West Bl Crenshaw Bl 4th Arlington Crenshaw Blvd 9th Ave 9th Ave 7th Ave 7th Ave 4th Ave Angeles Vista Bl Westside Ave Leimert Blvd Arlington Ave Dublin Ave Crenshaw Bl West Bl Arlington 4th 9th Ave Crenshaw Blvd 7th Ave 9th Ave 4th Ave 7th Ave West Blvd 8th St Angeles Vista Bl Van Ness Av Van Ness Av West Blvd Crenshaw Blvd Crenshaw Blvd West Blvd Santa Rosalia Dr X X X X X X X X X X X X X X X X X X X X X X X X X X Chesapeake Ave Santa Rosalia Dr Martin Luther King Jr Blvd Martin Luther King Jr Blvd Chesapeake Ave Crenshaw Ave Degnan Ave Westside Ave 7th Ave Degnan St Existing ATCS X X X X X Santa Rosalia Dr Santa Rosalia Dr Chesapeake Ave Crenshaw Bl Existing ATSAC West Blvd 8th St X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Direction Count Model Existing (Year 2008) - AM Peak Hour Functional Class pcphpl Lanes Capacity WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 290 210 250 470 370 310 370 80 490 1,020 1,760 1,050 1,950 720 1,210 1,030 1,640 360 340 600 940 840 1,430 250 230 490 450 450 730 670 830 880 780 910 820 130 270 120 260 470 410 180 120 180 190 320 290 490 400 670 450 300 280 470 420 680 520 400 910 1,170 1,240 690 1,390 350 770 400 790 270 270 280 270 150 290 30 50 350 370 350 320 330 610 250 230 110 150 570 690 120 90 700 700 550 460 790 740 320 430 360 590 220 380 220 400 280 530 930 1,620 1,000 1,090 980 1,410 280 200 242 464 369 294 358 303 467 982 1,703 1,015 1,893 699 1,178 993 1,599 341 326 578 907 831 1,428 244 226 487 450 449 726 665 828 871 771 902 815 237 501 174 409 442 397 252 189 118 230 306 275 488 398 661 441 296 280 461 411 1,122 1,768 387 873 1,540 1,688 687 1,387 349 770 397 784 141 257 283 166 132 271 69 162 48 71 75 107 319 586 182 342 323 515 566 681 105 73 672 678 541 457 781 739 307 404 229 459 215 374 210 398 274 522 613 1,840 727 981 972 1,400 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 749 749 749 749 749 600 600 600 600 856 856 856 856 856 856 856 856 749 749 749 749 856 856 749 749 749 749 749 749 749 749 749 749 749 749 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 856 856 856 856 856 856 856 856 856 856 856 856 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 856 856 600 600 770 770 770 770 770 770 749 749 749 749 749 749 749 749 749 749 856 856 856 856 856 856 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 2 2 2 2 2 3 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 2 2 2 2 2 3 2 2 2 2 1498 1498 1498 1498 1498 600 600 1200 1200 1712 1712 1712 1712 1712 1712 1712 1712 1498 1498 1498 1498 1712 1712 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 2568 2568 1712 1712 1712 1712 1712 2568 1712 1712 1712 1712 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1712 1712 600 600 1540 1540 1540 1540 1540 1540 749 749 1498 1498 749 749 1498 1498 1498 1498 1712 2568 1712 1712 1712 1712 V/C LOS Count Model Existing (Year 2008) - PM Peak Hour Functional Class pcphpl Lanes Capacity 0.194 0.140 0.167 0.314 0.247 0.517 0.617 0.067 0.408 0.596 1.028 0.613 1.139 0.421 0.707 0.602 0.958 0.240 0.227 0.401 0.628 0.491 0.835 0.167 0.154 0.327 0.300 0.300 0.487 0.447 0.554 0.587 0.521 0.607 0.547 0.217 0.450 0.200 0.433 0.783 0.683 0.300 0.200 0.300 0.317 0.533 0.483 0.817 0.667 1.117 0.750 0.500 0.467 0.783 0.700 0.265 0.202 0.234 0.532 0.683 0.724 0.403 0.541 0.204 0.450 0.234 0.461 0.450 0.450 0.467 0.450 0.250 0.483 0.050 0.083 0.292 0.308 0.292 0.267 0.275 0.508 0.417 0.383 0.183 0.250 0.333 0.403 0.200 0.150 0.455 0.455 0.357 0.299 0.513 0.481 0.427 0.574 0.240 0.394 0.294 0.507 0.147 0.267 0.187 0.354 0.543 0.631 0.584 0.637 0.572 0.824 A A A A A A B A A A F B F A C B E A A A B A D A A A A A A A A A A B A A A A A C B A A A A A A D B F C A A C B A A A A B C A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A B A B A D 240 430 290 570 470 370 320 500 310 1,740 1,170 2,070 1,500 1,550 920 1,530 1,270 460 330 1,170 740 1,570 1,100 270 290 710 460 940 520 960 690 1,040 850 1,090 880 500 400 460 290 490 530 170 290 250 210 340 330 370 440 510 630 330 310 470 490 1,800 1,390 880 770 1,240 1,170 1,220 910 760 670 770 710 270 340 400 150 380 160 180 90 140 120 110 160 1,110 930 540 490 400 390 1,000 770 160 70 880 560 770 360 900 670 500 390 400 280 310 240 330 220 440 310 1,330 1,120 1,260 750 1,220 1,260 232 426 284 561 463 357 305 539 251 1,684 1,136 2,003 1,453 1,507 889 1,487 1,226 436 316 1,133 711 1,563 1,099 267 284 704 453 933 517 955 683 1,033 843 1,088 879 477 386 270 275 468 400 159 280 237 200 321 300 369 440 502 622 322 305 464 480 1,749 1,345 848 747 1,499 1,907 1,217 904 758 662 763 709 257 232 389 130 366 140 162 80 126 103 90 148 839 505 234 215 388 375 994 768 141 56 847 538 767 350 890 661 478 371 387 262 309 232 323 214 438 300 1,265 1,056 958 727 1,218 1,251 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 749 749 749 749 749 600 600 600 600 856 856 856 856 856 856 856 856 749 749 749 749 856 856 749 749 749 749 749 749 749 749 749 749 749 749 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 856 856 856 856 856 856 856 856 856 856 856 856 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 856 856 600 600 770 770 770 770 770 770 749 749 749 749 749 749 749 749 749 749 856 856 856 856 856 856 2 2 2 2 2 1 1 2 2 2 2 3 2 3 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 2 2 2 3 2 3 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 2 2 2 2 2 3 2 2 2 2 1498 1498 1498 1498 1498 600 600 1200 1200 1712 1712 2568 1712 2568 1712 1712 1712 1498 1498 1498 1498 2568 2568 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 1498 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 2568 2568 1712 1712 1712 2568 1712 2568 1712 1712 1712 1712 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1712 1712 600 600 1540 1540 1540 1540 1540 1540 749 749 1498 1498 749 749 1498 1498 1498 1498 1712 2568 1712 1712 1712 1712 V/C LOS 0.160 0.287 0.194 0.381 0.314 0.617 0.533 0.417 0.258 1.016 0.683 0.806 0.876 0.604 0.537 0.894 0.742 0.307 0.220 0.781 0.494 0.611 0.428 0.180 0.194 0.474 0.307 0.628 0.347 0.641 0.461 0.694 0.567 0.728 0.587 0.833 0.667 0.767 0.483 0.817 0.883 0.283 0.483 0.417 0.350 0.567 0.550 0.617 0.733 0.850 1.050 0.550 0.517 0.783 0.817 0.701 0.541 0.514 0.450 0.724 0.456 0.713 0.354 0.444 0.391 0.450 0.415 0.450 0.567 0.667 0.250 0.633 0.267 0.300 0.150 0.117 0.100 0.092 0.133 0.925 0.775 0.900 0.817 0.667 0.650 0.584 0.450 0.267 0.117 0.571 0.364 0.500 0.234 0.584 0.435 0.668 0.521 0.267 0.187 0.414 0.320 0.220 0.147 0.294 0.207 0.777 0.436 0.736 0.438 0.713 0.736 A A A A A B A A A F B D D B A D C A A C A B A A A A A B A B A B A C A D B C A D D A A A A A A B C D F A A C D C A A A C A C A A A A A A A B A B A A A A A A A E C D D B B A A A A A A A A A A B A A A A A A A A A C A C A C C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 Roadway Slauson Av Slauson Av 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St Hyde Park Bl Hyde Park Bl From To Crenshaw Blvd 8th St Overhill Alviso Alviso 8th St Crenshaw Blvd Alviso Overhill West Blvd Alviso Crenshaw Bl 8th St 8th St Florence Av Florence Av West Blvd Crenshaw Blvd 8th St 4th Ave 4th Ave Arlington Ave West Bl Crenshaw Bl Crenshaw 8th 8th Van Ness West Bl Crenshaw Bl Crenshaw 4th 4th Van Ness West Bl Crenshaw Bl Crenshaw Bl Crenshaw Blvd West Blvd 4th Ave 8th St Arlington Ave 4th Ave Crenshaw Bl West Bl 8th Crenshaw Van Ness 8th Crenshaw Bl West Bl 4th Crenshaw Van Ness 4th Crenshaw Bl West Bl Florence Av Florence Av 8th Ave 4th Ave 4th Ave 8th Ave Florence Av Florence Av Crenshaw Blvd 8th St 4th Ave Arlington Ave Crenshaw Bl Van Ness Av Crenshaw Bl 8th Av 8th St Crenshaw Blvd Arlington Ave 4th Ave Van Ness Av Crenshaw Bl 8th Av Crenshaw Bl Hyde Park Hyde Park Hyde Park Hyde Park Bl Bl Bl Bl 67th St 67th St 67th St 67th St 67th St 67th St Florence Av Florence Av 76th St 76th St 79th St 79th St Existing ATSAC Existing ATCS X X West Blvd X X X X X X X X X X X X X X X X X X X X X X Direction Count Model Existing (Year 2008) - AM Peak Hour Functional Class pcphpl Lanes Capacity EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 830 1,150 50 100 60 160 160 310 260 230 110 120 220 200 360 460 210 420 200 240 280 300 50 70 50 110 1,140 2,160 1,260 1,920 1,190 2,080 1,290 2,170 90 100 100 120 824 1,141 74 98 61 320 150 293 258 226 101 118 217 192 349 435 314 397 384 445 268 289 66 191 105 170 1,109 2,098 1,252 2,146 1,183 2,080 1,280 2,162 74 88 81 101 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Total 392,120 856 856 600 600 600 600 600 600 600 600 600 600 600 600 749 749 749 749 749 749 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 1712 1712 600 600 600 600 600 600 600 600 600 600 600 600 749 749 749 749 749 749 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 V/C LOS Count Model Existing (Year 2008) - PM Peak Hour Functional Class pcphpl Lanes Capacity 0.485 0.672 0.083 0.167 0.100 0.267 0.267 0.517 0.433 0.383 0.183 0.200 0.367 0.333 0.481 0.614 0.280 0.561 0.267 0.320 0.467 0.500 0.083 0.117 0.083 0.183 0.432 0.818 0.477 0.727 0.451 0.788 0.489 0.822 0.150 0.167 0.167 0.200 A B A A A A A A A A A A A A A B A A A A A A A A A A A D A C A C A D A A A A 1,130 920 140 90 170 80 230 150 410 270 80 80 140 190 470 430 370 260 380 400 470 240 100 120 180 100 1,500 1,380 2,000 1,500 1,900 1,460 1,990 1,450 90 100 120 90 1,127 913 125 72 153 61 217 136 404 262 79 75 132 185 442 405 356 248 366 385 441 223 90 109 161 82 1,453 1,331 1,949 1,454 1,891 1,455 1,981 1,443 71 83 102 72 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector 421,360 411,567 384,414 2000 Base Year AM LOS D or Better 451 Los E 21 Los F 36 Los E or F 57 Total 508 856 856 600 600 600 600 600 600 600 600 600 600 600 600 749 749 749 749 749 749 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 1712 1712 600 600 600 600 600 600 600 600 600 600 600 600 749 749 749 749 749 749 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 V/C LOS 0.660 0.537 0.233 0.150 0.283 0.133 0.383 0.250 0.683 0.450 0.133 0.133 0.233 0.317 0.628 0.574 0.494 0.347 0.507 0.534 0.783 0.400 0.167 0.200 0.300 0.167 0.568 0.523 0.758 0.568 0.720 0.553 0.754 0.549 0.150 0.167 0.200 0.150 B A A A A A A A B A A A A A B A A A A A C A A A A A A A C A C A C A A A A A 2000 Base Year PM LOS D or Better 455 Los E 19 Los F 34 Los E or F 53 Total 508 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 Roadway Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St La Cienega Ave La Cienega Ave La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Clyde Av Clyde Av Thurman Av Thurman Av Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Du Ray / Sanchez Du Ray / Sanchez Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av From Cattaraugus Beverlywood National Blvd Cataraugus Ave Beverlywood St 18th St Beverlywood St Cadillac Av Venice Blvd Beverlywood St Washington Bl La Cienega Bl Wrightcrest Dr Rodeo Rd Rodeo Rd Jefferson Bl Fairfax Ave Washington Bl Washington Bl Venice Bl Venice Bl Cadillac Av Cadillac Av 18th St Wrightcrest Dr Rodeo Rd Jefferson Blvd Fairfax Ave La Cienega Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl 18th St Coliseum St Rodeo Rd Washington Bl Venice Bl Jefferson Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Cochran Coliseum St Rodeo Rd Jefferson Bl Westhaven Adams Bl Westhaven Jefferson Bl Adams Bl Washington Bl Washington Bl Venice Bl Fairview Slauson Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl To Beverlywood Cattaraugus Cataraugus Ave National Blvd 18th St Beverlywood St Cadillac Av Beverlywood St Beverlywood St Venice Blvd La Cienega Bl Washington Bl Rodeo Rd Wrightcrest Dr Jefferson Bl Rodeo Rd Washington Bl Fairfax Ave I-10 Venice Bl Washington Bl Cadillac Av Venice Bl 18th St Cadillac Av Rodeo Rd Wrightcrest Dr Fairfax Ave Jefferson Blvd Adams Bl La Cienega Bl Washington Bl Adams Bl Venice Bl Washington Bl 18th St Venice Bl Rodeo Rd Coliseum St Venice Bl Washington Bl Adams Bl Jefferson Bl Washington Bl Adams Bl Venice Bl Washington Bl Coliseum St Cochran Jefferson Bl Rodeo Rd Adams Bl Westhaven Jefferson Bl Westhaven Washington Bl Adams Bl Venice Bl Washington Bl Slauson Fairview Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl Washington Bl Washington Bl Venice Bl Adams Blvd I-10 Veronica St Coliseum St Venice Bl Washington Bl I-10 Adams Blvd Coliseum St Veronica St I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 75 76 Rimpau Bl Rimpau Bl 21st St Washington Bl Washington Bl 21st St NB SB 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 Rimpau Bl Rimpau Bl Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Hillcrest Hillcrest Hillcrest Hillcrest Farmdale Av Farmdale Av Chesapeake Av Chesapeake Av Alviso Av Alviso Av Alviso Av Alviso Av Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Washington Bl Venice Bl Exposition Bl Jefferson Bl Jefferson Bl Adams Bl Adams Bl 21st St Santa Rosalia Santo Tomas Santa Rosalia Martin Luther King Jr Bl Rodeo Rd Jefferson Bl Coliseum St Rodeo Rd 60th Slauson Av 60th 64th Coliseum St Rodeo Rd Coliseum St 39th Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Martin Luther King Jr Blvd 39th St Venice Bl Washington Bl Jefferson Bl Exposition Bl Adams Bl Jefferson Bl 21st St Adams Bl Santo Tomas Santa Rosalia Martin Luther King Jr Bl Santa Rosalia Jefferson Bl Rodeo Rd Rodeo Rd Coliseum St Slauson Av 60th 64th 60th Rodeo Rd Coliseum St 39th Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl 39th St Martin Luther King Jr Blvd NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 107 108 West Bl West Bl Adams Bl Washington Bl Washington Bl Adams Bl NB SB 109 110 111 West Bl West Bl West Bl Washington Bl Venice Bl Venice Bl Venice Bl Washington Bl Pico Bl NB SB NB Model 1,191 990 850 1,516 1,160 868 332 264 413 175 371 469 2,421 2,957 2,435 2,767 1,824 1,332 2,771 1,811 2,470 3,373 3,036 2,827 2,421 2,957 2,837 2,922 1,198 1,551 1,467 1,327 1,181 1,246 839 647 483 226 491 58 203 339 284 442 472 329 96 74 205 229 372 305 327 405 312 415 571 552 1,433 1,348 2,429 2,017 3,050 2,658 2,448 2,427 1,982 2,191 2,477 1,889 2,442 2,485 2,195 1,913 358 304 79 46 218 307 404 378 376 385 356 551 430 210 413 285 427 355 364 102 24 121 395 426 386 414 397 362 484 451 476 380 435 478 557 400 567 Model Delta Intitial Calculation 164 169 -29 46 118 93 56 39 81 30 -78 89 -103 230 -25 246 -44 96 -136 16 -54 137 -69 141 -103 230 -38 139 -3 9 76 -102 45 70 33 54 20 -9 147 -13 36 39 27 29 50 -29 4 12 -192 -256 -32 -148 -94 11 53 22 95 10 56 26 -39 86 194 467 134 226 210 195 133 222 82 176 -43 76 1,457 1,741 880 1,518 1,148 858 337 272 407 175 470 474 2,600 2,992 2,610 2,805 2,960 2,450 2,990 1,863 2,260 3,444 3,190 1,768 2,530 2,922 2,880 2,905 1,250 1,597 1,503 1,470 1,207 1,268 868 665 507 250 483 90 210 352 293 464 491 370 43 40 410 580 560 340 250 530 454 338 579 369 1,686 1,052 1,910 1,691 3,102 2,649 2,492 2,458 2,655 2,373 2,521 1,905 2,429 2,457 2,240 1,903 365 306 84 59 230 297 414 386 377 380 332 478 296 185 422 271 447 340 120 114 94 121 406 281 303 387 411 360 461 470 467 362 551 403 574 415 591 54 103 64 46 24 141 16 55 56 120 39 106 55 18 38 146 21 180 -22 17 5 37 43 85 112 81 37 108 25 36 92 111 49 76 28 6 37 2030 Current - AM Peak Hour Rounded Forecast Functional Class 1,460 1,740 880 1,520 1,150 860 340 270 410 180 470 470 2,600 2,990 2,610 2,800 2,960 2,450 2,990 1,860 2,260 3,440 3,190 1,770 2,530 2,920 2,880 2,910 1,250 1,600 1,500 1,470 1,210 1,270 870 660 510 250 480 90 210 350 290 460 490 370 40 40 410 580 560 340 250 530 450 340 580 370 1,690 1,050 1,910 1,690 3,100 2,650 2,490 2,460 2,650 2,370 2,520 1,900 2,430 2,460 2,240 1,900 1,460 1,740 890 1,520 1,150 860 340 270 410 180 480 470 2,610 2,990 2,620 2,800 2,970 2,450 3,000 1,860 2,270 3,440 3,200 1,770 2,540 2,920 2,890 2,910 1,260 1,600 1,500 1,480 1,210 1,270 870 660 510 260 480 100 210 350 290 460 490 380 50 40 420 590 570 350 260 530 450 340 580 370 1,690 1,050 1,920 1,690 3,100 2,650 2,490 2,460 2,650 2,370 2,520 1,900 2,430 2,460 2,250 1,900 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 370 310 370 310 collector collector 80 60 230 300 410 390 380 380 330 480 300 180 420 270 450 340 120 110 90 120 410 280 300 390 410 360 460 470 470 360 80 60 230 300 410 390 380 380 330 480 300 180 420 270 450 340 130 110 100 120 410 280 300 390 410 360 460 470 470 360 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 550 400 550 400 collector collector 570 410 590 570 420 590 collector collector collector pcphpl Capacity V/C LOS 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1540 1540 1540 1540 1540 1540 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 0.948 1.130 0.578 0.987 0.747 0.558 0.567 0.450 0.683 0.300 0.545 0.534 0.989 1.133 0.992 1.061 1.125 0.928 1.136 0.705 0.860 1.303 1.212 0.670 0.962 1.106 1.095 1.102 0.716 0.909 0.852 0.841 0.688 0.722 0.989 0.750 0.850 0.433 0.800 0.167 0.350 0.583 0.483 0.767 0.817 0.633 0.083 0.067 0.545 0.766 0.740 0.455 0.338 0.688 0.584 0.442 0.753 0.481 0.960 0.597 0.727 0.640 1.174 1.004 0.943 0.932 1.004 0.898 0.955 0.720 0.920 0.932 0.852 0.720 E F A E C A A A B A A A E F E F F E F C D F F B E F F F C E D D B C E C D A C A A A A C D B A A A C C A A B A A C A E A C B F F E E F D E C E E D C 600 600 1 1 600 600 0.617 0.517 B A 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.133 0.100 0.383 0.500 0.683 0.650 0.633 0.633 0.550 0.800 0.500 0.300 0.700 0.450 0.750 0.567 0.217 0.183 0.167 0.200 0.683 0.467 0.500 0.650 0.683 0.600 0.767 0.783 0.783 0.600 A A A A B B B B A C A A B A C A A A A A B A A B B A C C C A 600 600 1 1 600 600 0.917 0.667 E B 600 600 600 1 1 1 600 600 600 0.950 0.700 0.983 E B E 770 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 Lanes 2 2 2 2 2 Model 1,238 897 914 1,431 1,110 939 487 269 412 358 506 341 2,346 2,976 2,509 3,104 1,547 2,057 2,364 2,687 2,374 3,561 2,777 3,237 2,346 2,976 2,788 3,216 1,302 1,301 1,302 1,494 1,158 1,345 722 642 418 515 356 271 290 305 362 416 364 454 157 255 279 270 416 471 378 411 360 377 571 521 1,538 1,389 2,357 2,330 3,037 2,631 2,401 2,454 2,183 2,092 2,311 2,181 2,619 2,733 2,277 1,922 375 386 67 495 259 236 505 501 465 407 550 441 475 415 486 565 422 451 199 189 51 116 425 439 413 498 447 541 472 514 489 453 446 533 467 482 457 Model Delta Intitial Calculation 125 75 157 46 45 -15 87 31 72 -10 27 -103 46 -46 308 227 91 63 97 11 110 165 127 41 46 -46 166 97 55 22 22 104 204 -6 77 19 59 33 90 119 22 -6 41 42 -33 -15 47 48 -106 -292 -45 -82 -63 -25 -3 -75 32 -119 199 -41 275 59 548 309 234 134 277 303 328 109 261 175 297 14 1,705 1,383 891 1,429 1,107 960 502 276 400 370 523 470 2,828 2,640 2,487 3,149 2,776 2,573 2,411 2,759 2,121 3,627 2,836 2,214 2,338 3,030 2,769 3,201 1,336 1,338 1,348 1,526 1,160 1,400 734 666 419 537 195 199 299 330 445 425 630 700 169 260 500 620 340 520 520 270 390 610 587 670 1,536 1,530 1,849 1,959 3,016 2,647 2,425 2,502 2,651 2,732 2,313 2,231 2,577 2,706 2,228 1,921 370 396 62 492 271 250 490 515 463 419 560 470 473 416 461 571 416 448 197 200 61 121 438 462 425 514 438 560 356 581 487 448 547 648 482 509 475 95 19 50 122 38 12 168 53 112 23 108 -5 111 91 253 121 139 94 92 36 14 85 34 26 42 64 142 60 67 50 45 58 44 34 62 11 54 2030 Current - PM Peak Hour Rounded Forecast Functional Class 1,700 1,380 890 1,430 1,110 960 500 280 400 370 520 470 2,830 2,640 2,490 3,150 2,780 2,570 2,410 2,760 2,120 3,630 2,840 2,210 2,340 3,030 2,770 3,200 1,340 1,340 1,350 1,530 1,160 1,400 730 670 420 540 200 200 300 330 440 430 630 700 170 260 500 620 340 520 520 270 390 610 590 670 1,540 1,530 1,850 1,960 3,020 2,650 2,430 2,500 2,650 2,730 2,310 2,230 2,580 2,710 2,230 1,920 1,700 1,380 890 1,430 1,110 970 500 280 400 380 520 480 2,830 2,650 2,490 3,150 2,780 2,570 2,410 2,760 2,120 3,630 2,840 2,210 2,340 3,040 2,770 3,200 1,340 1,340 1,350 1,530 1,160 1,410 730 670 420 540 200 200 300 340 440 430 640 710 170 260 510 630 350 530 530 280 400 620 590 680 1,540 1,540 1,850 1,960 3,020 2,650 2,430 2,500 2,650 2,730 2,310 2,230 2,580 2,710 2,230 1,920 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 370 400 370 400 collector collector 60 490 270 250 490 510 460 420 560 470 470 420 460 570 420 450 200 200 60 120 440 460 430 510 440 560 360 580 490 450 60 490 270 250 490 510 460 420 560 480 470 420 460 570 420 450 200 200 60 120 440 460 430 510 440 560 360 580 490 450 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 550 650 550 650 collector collector 480 510 470 480 510 470 collector collector collector pcphpl Capacity V/C LOS 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1540 1540 1540 1540 1540 1540 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1.104 0.896 0.578 0.929 0.721 0.630 0.833 0.467 0.667 0.633 0.591 0.545 1.072 1.004 0.943 1.193 1.053 0.973 0.913 1.045 0.803 1.375 1.076 0.837 0.886 1.152 1.049 1.212 0.761 0.761 0.767 0.869 0.659 0.801 0.830 0.761 0.700 0.900 0.333 0.333 0.500 0.567 0.733 0.717 1.067 1.183 0.283 0.433 0.662 0.818 0.455 0.688 0.688 0.364 0.519 0.805 0.766 0.883 0.875 0.875 0.701 0.742 1.144 1.004 0.920 0.947 1.004 1.034 0.875 0.845 0.977 1.027 0.845 0.727 F D A E C B D A B B A A F F E F F E E F D F F D D F F F C C C D B D D C B D A A A A C C F F A A B D A B B A A D C D D D C C F F E E F F D D E F D C 600 600 1 1 600 600 0.617 0.667 B B 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.100 0.817 0.450 0.417 0.817 0.850 0.767 0.700 0.933 0.800 0.783 0.700 0.767 0.950 0.700 0.750 0.333 0.333 0.100 0.200 0.733 0.767 0.717 0.850 0.733 0.933 0.600 0.967 0.817 0.750 A D A A D D C B E C C B C E B C A A A A C C C D C E A E D C 600 600 1 1 600 600 0.917 1.083 E F 600 600 600 1 1 1 600 600 600 0.800 0.850 0.783 C D C 770 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 Lanes 2 2 2 2 2 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 Roadway West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Leimert Leimert Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av Stocker Pl Stocker Pl 9th Av 9th Av Westside Av Westside Av 7th Av 7th Av 7th Av 7th Av 7th Av 7th Av 6th Av 6th Av 6th Av 6th Av 6th Av 6th Av 5th Av 5th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av Dublin Av Dublin Av 3rd Av 3rd Av Van Ness Av Van Ness Av From Cattaraugus Pico Bl Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 54th St Angeles Vista Bl 79th St Florence Av Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 48th St 54th St 48th St Leimert Bl Leimert Bl Vernon Av Vernon Av Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl I-10 Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl Adams Blvd I-10 Martin Luther King Jr Blvd 39th St 39th St Coliseum St Vernon Av Martin Luther King Jr Bl 43rd Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Martin Luther King Jr Blvd 39th St 76th St Florence Av Florence Hyde Park Hyde Park Slauson Av Slauson Av 54th St 48th St 54th St 48th St Vernon Av Vernon Av 42nd St 42nd St Leimert Bl Stocker Pl Martin Luther King Jr Bl Martin Luther King Jr Bl Coliseum St Rodeo Rd Jefferson Bl Jefferson Bl Montclair St Montclair St Adams Blvd Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl 76th St Florence Av Hyde Park 67th 67th Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl 76th St Florence Av To Beverlywood Venice Bl Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av Angeles Vista Bl 54th St Florence Av 79th St Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av 54th St 48th St Leimert Bl 48th St Vernon Av Leimert Bl Stocker St Vernon Av Martin Luther King Jr Bl Stocker St Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl I-10 Venice Bl Washington Bl Pico Bl Venice Bl I-10 Adams Blvd 39th St Martin Luther King Jr Blvd Coliseum St 39th St Martin Luther King Jr Bl Vernon Av Stocker St 43rd Martin Luther King Jr Bl Stocker St Rodeo Rd Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Coliseum St Jefferson Bl Rodeo Rd 39th St Martin Luther King Jr Blvd Florence Av 76th St Hyde Park Florence Slauson Av Hyde Park 54th St Slauson Av 54th St 48th St Vernon Av 48th St 42nd St Vernon Av Leimert Bl 42nd St Martin Luther King Jr Bl Stocker Pl Coliseum St Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Montclair St Jefferson Bl Adams Blvd Montclair St Washington Bl Adams Bl Venice Bl Washington Bl Pico Bl Venice Bl Florence Av 76th St 67th Hyde Park Florence 67th Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Florence Av 76th St Existing ATCS X X X X X X X X X X X X X X X X X Direction Model Model Delta Intitial Calculation NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 400 869 556 743 328 242 211 175 261 1,643 1,235 1,839 1,360 1,559 1,127 1,785 1,180 1,184 1,899 2,920 1,577 1,898 765 1,904 1,206 1,844 1,115 962 895 1,797 1,618 1,977 1,852 2,297 1,782 1,417 1,222 1,418 1,544 2,588 2,353 1,040 1,093 1,062 1,169 1,323 954 255 405 97 73 287 408 133 112 217 291 248 283 337 253 231 141 336 204 249 330 235 114 376 130 469 428 337 278 424 403 307 391 275 303 405 195 512 541 686 557 189 301 227 153 142 145 83 88 285 176 261 122 328 125 354 142 333 102 540 481 148 168 478 477 6 55 43 192 64 117 78 16 72 216 200 235 239 159 200 179 182 219 264 303 269 355 191 234 293 216 239 403 469 326 737 354 714 194 214 65 77 9 75 303 597 387 590 431 576 -14 111 44 182 27 22 63 230 28 39 82 162 82 61 102 44 92 19 58 38 80 30 55 -5 69 46 76 74 48 72 116 152 36 114 42 75 93 37 65 79 41 63 52 61 15 21 27 66 32 12 58 47 71 19 88 15 121 41 189 32 97 130 25 53 12 33 415 895 576 740 333 437 365 184 260 1,650 1,237 1,856 1,359 1,463 966 1,579 1,092 1,802 1,760 2,942 1,574 1,886 759 1,915 1,194 2,210 1,560 916 841 1,792 1,534 1,975 1,765 2,342 1,498 2,234 1,654 1,518 1,283 2,542 2,258 983 1,001 999 1,080 510 592 137 261 232 178 292 382 143 123 209 265 248 291 705 367 547 326 338 212 96 55 86 30 378 138 473 432 340 280 416 397 320 385 285 303 397 191 524 556 704 572 194 301 243 168 93 135 77 80 289 179 109 56 113 53 350 154 318 107 551 478 81 174 500 497 2030 Current - AM Peak Hour Rounded Forecast Functional Class 420 900 580 740 330 440 370 180 260 1,650 1,240 1,860 1,360 1,460 970 1,580 1,090 1,800 1,760 2,940 1,570 1,890 760 1,920 1,190 2,210 1,560 920 840 1,790 1,530 1,970 1,770 2,340 1,500 2,230 1,650 1,520 1,280 2,540 2,260 980 1,000 1,000 1,080 510 590 140 260 230 180 290 380 140 120 210 260 250 290 710 370 550 330 340 210 100 60 90 30 380 140 470 430 340 280 420 400 320 380 280 300 400 190 520 560 700 570 190 300 240 170 90 140 80 80 290 180 110 60 110 50 350 150 320 110 550 480 80 170 500 500 420 900 580 740 330 440 370 180 260 1,650 1,240 1,860 1,360 1,460 970 1,580 1,090 1,800 1,760 2,940 1,570 1,890 760 1,920 1,190 2,210 1,560 920 840 1,790 1,530 1,970 1,770 2,340 1,500 2,230 1,650 1,520 1,280 2,540 2,260 980 1,000 1,000 1,080 520 590 140 260 230 180 290 380 140 120 210 260 250 290 710 370 550 330 340 210 100 60 90 40 380 140 470 430 340 280 420 400 320 380 280 300 400 190 520 560 700 570 190 300 240 170 90 140 80 80 290 180 110 60 110 50 350 150 320 110 550 480 80 170 500 500 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway pcphpl Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 0.700 0.750 0.483 0.617 0.275 0.733 0.617 0.300 0.433 0.625 0.470 0.705 0.515 0.553 0.367 0.479 0.330 0.545 0.533 0.891 0.476 0.573 0.230 0.582 0.361 0.670 0.473 0.279 0.255 0.542 0.464 0.597 0.536 0.709 0.455 1.014 0.750 0.691 0.582 0.770 0.685 0.297 0.303 0.303 0.327 0.197 0.223 0.233 0.433 0.383 0.300 0.483 0.633 0.233 0.200 0.350 0.433 0.417 0.483 1.183 0.617 0.917 0.550 0.567 0.350 0.167 0.100 0.150 0.067 0.633 0.233 0.783 0.717 0.567 0.467 0.700 0.667 0.533 0.633 0.467 0.500 0.667 0.317 0.867 0.933 1.167 0.950 0.317 0.500 0.400 0.283 0.150 0.233 0.133 0.133 0.483 0.300 0.183 0.100 0.183 0.083 0.583 0.250 0.533 0.183 0.917 0.800 0.133 0.283 0.649 0.649 B C A B A C B A A B A C A A A A A A A D A A A A A B A A A A A A A C A F C B A C B A A A A A A A A A A A B A A A A A A F B E A A A A A A A B A C C A A B B A B A A B A D E F E A A A A A A A A A A A A A A A A A A E C A A B B 554 1,019 829 631 757 320 270 236 229 1,670 1,703 1,711 1,869 1,487 1,715 1,539 1,909 1,980 1,688 2,456 2,861 1,526 1,734 1,554 2,206 1,789 2,289 1,698 1,441 2,164 2,302 2,268 2,251 2,251 2,006 1,470 1,286 1,405 1,590 2,778 2,799 1,782 1,653 1,926 1,565 1,224 1,251 386 344 131 142 476 356 266 211 354 371 370 302 333 372 204 223 305 334 347 289 122 252 340 227 437 548 343 416 510 481 445 364 445 380 349 384 582 550 595 677 373 432 241 254 258 153 172 124 246 327 193 245 224 314 211 432 255 412 592 535 223 233 399 568 38 154 108 136 44 60 53 15 20 316 232 236 134 246 115 349 184 207 421 694 385 613 471 500 349 418 302 678 384 612 301 494 190 302 155 195 54 113 167 521 225 728 473 773 428 86 -160 160 80 59 38 205 69 144 64 184 139 115 69 95 40 50 42 74 75 34 75 12 -13 84 47 122 70 113 73 168 80 96 43 160 53 119 51 86 88 94 95 173 72 69 43 85 86 75 35 77 77 79 38 107 89 97 89 190 120 151 15 42 37 -10 65 572 1,028 840 633 777 450 444 253 236 1,663 1,713 1,716 1,901 1,445 1,306 1,571 1,723 1,713 1,970 2,398 2,871 1,461 1,702 1,857 2,001 2,009 2,102 1,625 1,410 2,110 2,321 2,242 2,288 2,291 1,889 2,063 1,535 1,524 1,559 2,694 2,768 1,666 1,584 1,804 1,497 572 510 374 347 139 152 461 357 260 213 334 356 366 308 329 384 212 235 312 333 358 293 130 280 340 229 432 558 344 420 500 496 210 235 434 384 339 383 592 564 608 689 364 440 247 265 261 151 173 129 244 324 196 252 219 314 221 264 239 410 596 553 85 81 430 584 2030 Current - PM Peak Hour Rounded Forecast Functional Class 570 1,030 840 630 780 450 440 250 240 1,660 1,710 1,720 1,900 1,450 1,310 1,570 1,720 1,710 1,970 2,400 2,870 1,460 1,700 1,860 2,000 2,010 2,100 1,620 1,410 2,110 2,320 2,240 2,290 2,290 1,890 2,060 1,540 1,520 1,560 2,690 2,770 1,670 1,580 1,800 1,500 570 510 370 350 140 150 460 360 260 210 330 360 370 310 330 380 210 240 310 330 360 290 130 280 340 230 430 560 340 420 500 500 210 240 430 380 340 380 590 560 610 690 360 440 250 270 260 150 170 130 240 320 200 250 220 310 220 260 240 410 600 550 90 80 430 580 570 1,030 840 630 780 450 440 250 240 1,660 1,710 1,720 1,900 1,450 1,310 1,570 1,720 1,710 1,970 2,400 2,870 1,460 1,700 1,860 2,000 2,010 2,100 1,620 1,410 2,110 2,320 2,240 2,290 2,290 1,890 2,060 1,540 1,520 1,560 2,690 2,770 1,670 1,580 1,800 1,500 570 520 370 350 140 150 460 360 260 210 330 360 370 310 330 380 210 240 310 330 360 290 130 290 340 230 430 560 340 420 500 500 210 240 430 380 340 380 590 560 610 690 360 440 250 270 260 150 170 130 240 320 200 250 220 310 220 260 240 410 600 550 90 80 440 580 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway pcphpl Lanes Capacity V/C LOS 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 0.950 0.858 0.700 0.525 0.650 0.750 0.733 0.417 0.400 0.629 0.648 0.652 0.720 0.549 0.496 0.476 0.521 0.518 0.597 0.727 0.870 0.442 0.515 0.564 0.606 0.609 0.636 0.491 0.427 0.639 0.703 0.679 0.694 0.694 0.573 0.936 0.700 0.691 0.709 0.815 0.839 0.506 0.479 0.545 0.455 0.216 0.197 0.617 0.583 0.233 0.250 0.767 0.600 0.433 0.350 0.550 0.600 0.617 0.517 0.550 0.633 0.350 0.400 0.517 0.550 0.600 0.483 0.217 0.483 0.567 0.383 0.717 0.933 0.567 0.700 0.833 0.833 0.350 0.400 0.717 0.633 0.567 0.633 0.983 0.933 1.017 1.150 0.600 0.733 0.417 0.450 0.433 0.250 0.283 0.217 0.400 0.533 0.333 0.417 0.367 0.517 0.367 0.433 0.400 0.683 1.000 0.917 0.150 0.133 0.571 0.753 E D B A B C C A A B B B C A A A A A A C D A A A B B B A A B C B B B A E B B C D D A A A A A A B A A A C A A A A A B A A B A A A A A A A A A A C E A B D D A A C B A B E E F F A C A A A A A A A A A A A A A A A B E E A A A C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 Roadway Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av From To Cattaraugus Hyde Park Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Adams Bl Beverlywood Florence Hyde Park Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl I-10 Adams Bl Venice Bl Washington Bl Washington Blvd I-10 Pico Bl Venice Bl Washington Bl Venice Bl I-10 Washington Blvd Venice Bl Pico Bl I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta Intitial Calculation NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 492 617 541 477 749 581 531 419 566 470 1,060 697 1,615 1,437 1,158 1,073 1,613 1,328 1,457 1,383 2,107 1,443 1,916 1,823 1,539 1,358 -48 -29 -4 3 148 90 34 26 27 33 -52 200 26 163 82 128 189 189 260 267 342 119 378 124 259 110 780 740 570 502 893 655 848 632 582 488 1,150 687 1,652 1,456 1,179 1,087 1,627 1,328 1,396 1,212 2,105 1,469 1,855 1,803 1,546 1,382 2030 Current - AM Peak Hour Rounded Forecast Functional Class 780 740 570 500 890 650 850 630 580 490 1,150 690 1,650 1,460 1,180 1,090 1,630 1,330 1,400 1,210 2,110 1,470 1,850 1,800 1,550 1,380 790 750 580 510 890 650 850 630 580 490 1,160 690 1,650 1,460 1,180 1,090 1,630 1,330 1,400 1,210 2,110 1,470 1,850 1,800 1,550 1,380 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway pcphpl Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 770 770 770 770 1540 1540 770 770 770 770 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1.026 0.974 0.753 0.662 0.578 0.422 1.104 0.818 0.753 0.636 0.753 0.448 1.071 0.948 0.766 0.708 1.058 0.864 0.909 0.786 1.370 0.955 1.201 1.169 1.006 0.896 F E C B A A F D C B C A F E C C F D E C F E F F F D 607 497 496 590 663 782 450 509 471 580 899 962 1,424 1,616 1,121 1,207 1,429 1,618 1,336 1,523 1,795 1,534 1,694 1,764 1,350 1,310 77 3 27 66 94 160 20 67 9 36 54 90 106 79 73 154 83 223 123 145 129 121 41 155 64 109 624 523 512 605 808 973 707 1,036 498 600 925 985 1,448 1,646 1,141 1,219 1,459 1,626 853 1,371 1,828 1,561 1,694 1,739 1,383 1,341 2030 Current - PM Peak Hour Rounded Forecast Functional Class 620 520 510 600 810 970 710 1,040 500 600 920 980 1,450 1,650 1,140 1,220 1,460 1,630 850 1,370 1,830 1,560 1,690 1,740 1,380 1,340 620 530 510 600 810 970 710 1,040 500 600 920 980 1,450 1,650 1,140 1,220 1,460 1,630 850 1,370 1,830 1,560 1,690 1,740 1,380 1,340 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway pcphpl Lanes Capacity V/C LOS 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 770 770 770 770 1540 1540 770 770 770 770 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.805 0.688 0.662 0.779 0.526 0.630 0.922 1.351 0.649 0.779 0.597 0.636 0.942 1.071 0.740 0.792 0.948 1.058 0.552 0.890 1.188 1.013 1.097 1.130 0.896 0.870 D B B C A B E F B C A B E F C C E F A D F F F F D D APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 Roadway 18th St 18th St 18th St 18th St Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Beverlywood St Beverlywood St Beverlywood St Beverlywood St Cattaraugus Av Cattaraugus Av Cattaraugus Av Cattaraugus Av National Bl National Bl National Bl National Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Washington Bl Washington Bl Washington Bl Washington Bl From Beverlywood La Cienega Bl Robertson Bl Fairfax Av La Cienega Bl Coming St Robertson Bl Venice Bl La Cienega Bl La Cienega Blvd Coming St Robertson Bl Canfield Av Garth Av/Corning St Robertson Bl Robertson Bl Canfield Av I-10 Robertson Robertson Bl Canfield Av Venice Bl Robertson Bl Crenshaw Bl West Bl La Cienega Bl Venice Bl Coming St La Cienega Blvd Canfield Av Robertson Bl Robertson Bl Garth Av/Corning St Canfield Av Robertson Bl Robertson I-10 Canfield Av Robertson Bl Robertson Bl Venice Bl West Bl Crenshaw Bl Crenshaw Bl 6th Ave 6th Ave Arlington Ave National Bl La Cienega Bl La Cienega Bl Cadillac Av Cadillac Av Fairfax Av Crenshaw Bl Arlington Ave 6th Ave La Cienega Bl National Bl Cadillac Av La Cienega Bl Fairfax Av Cadillac Av Hauser Blvd Thurman Ave La Brea Av Redondo Bl West Bl La Brea Av Crenshaw Bl 6th Ave 6th Ave Thurman Ave Crenshaw Bl Thurman Ave Fairfax Ave Redondo Blvd Hauser Blvd Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av Redondo Bl Rimpau Blvd West Blvd Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Crenshaw Bl Washington Bl Washington Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl 6th Ave Redondo Bl La Brea Av La Brea Av Fairfax Ave Thurman Ave Hauser Blvd Redondo Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave 6th Ave Fairfax Ave Thurman Ave La Brea Ave Rimpau Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Fairfax Av Hauser Blvd Redondo Bl La Brea Av La Brea Av Harcourt Ave West Bl Thurman Ave West Blvd Rimpau Blvd 6th Ave Crenshaw Bl Thurman Ave Fairfax Ave Rimpau Blvd La Brea Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Hauser Blvd Fairfax Av La Brea Av Redondo Bl Harcourt Ave La Brea Av Adams Bl Adams Bl Crenshaw 6th Ave 6th Ave Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Hauser Blvd Redondo Blvd Harcourt Ave West Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Hauser Redondo Redondo La Brea Crenshaw Redondo Blvd Hauser Blvd West Blvd Harcourt Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Hauser La Brea Redondo Arlington Av Adams Bl Adams Bl Westhaven Westhaven Westhaven Westhaven Mont Clair St Mont Clair St Mont Clair St Mont Clair St Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl 7th Ave Arlington Av 9th Ave 7th Ave Hetzler Rd Rodeo Rd National Bl La Cienega Bl La Cienega Bl Hauser Blvd Buckingham Rd Crenshaw Bl Crenshaw Buckingham Rd Degnan Blvd Degnan Blvd Crenshaw Redondo Blvd Hauser Blvd Harcourt Ave La Brea Ave Farmdale Ave Harcourt Ave Buckingham Rd Farmdale Ave 7th Ave Redondo Bl La Brea Av Hauser Blvd Redondo Blvd La Brea Ave Harcourt Ave Harcourt Ave Farmdale Ave Farmdale Ave Buckingham Rd Degnan Blvd X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 7th Ave 7th Ave 9th Ave Rodeo Rd Hetzler Rd La Cienega Bl National Bl La Cienega Bl La Brea Av Redondo Bl Crenshaw Bl Hauser Blvd Existing ATSAC Coming St Thurman Ave Hauser Blvd Washington Bl Washington Bl Washington Bl Washington Bl To CattaraugusBl Robertson La Cienega Bl La Cienega Bl Fairfax Av Robertson Bl X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta Intitial Calculation NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB 362 469 535 621 317 382 278 1,352 595 554 330 146 204 374 458 623 476 330 686 669 1,330 977 1,100 1,749 1,039 1,503 995 1,543 1,854 2,499 1,261 2,190 1,426 2,629 1,751 2,736 1,244 2,088 639 1,461 1,344 2,377 1,728 3,137 1,427 2,260 1,805 3,073 1,010 1,973 282 1,134 207 964 822 1,797 688 1,196 273 1,961 747 2,164 742 1,770 1,025 1,407 331 1,337 500 1,082 806 1,315 436 794 333 1,100 950 1,426 866 1,104 658 777 151 353 135 325 203 116 22 51 1,037 1,585 987 1,908 418 1,586 496 1,333 196 525 205 460 339 1,211 209 662 127 812 127 529 183 6 17 145 32 84 -52 2 -61 54 9 105 71 9 43 -98 -57 29 -5 43 27 24 153 50 260 62 285 -11 270 170 162 72 236 25 191 143 95 139 41 216 130 -114 103 151 271 120 46 58 248 -194 106 38 12 30 70 98 84 30 187 -20 71 115 80 138 174 90 225 71 195 -30 11 -6 32 155 190 77 174 -33 -19 53 21 139 190 -2 -2 -57 -48 51 40 2 11 -16 106 7 145 -58 175 93 128 55 56 49 126 -54 86 39 141 44 71 44 68 50 155 274 531 637 460 460 412 850 595 558 327 149 218 386 580 700 154 230 706 693 910 1,117 872 1,747 1,062 1,397 1,010 1,505 1,881 2,535 1,280 2,207 1,471 2,669 1,779 2,799 1,255 2,144 1,430 1,669 1,110 1,506 1,706 3,096 1,410 2,259 1,799 3,036 1,210 1,958 191 360 775 1,928 901 1,100 705 1,196 300 1,959 736 2,156 725 1,745 1,015 1,377 329 1,342 740 1,119 850 1,527 979 1,389 325 1,075 990 1,450 864 1,107 636 749 70 70 150 100 213 123 22 50 1,090 1,608 975 1,941 500 1,666 508 1,357 205 536 411 1,245 400 1,202 212 648 127 809 127 526 181 2030 Current - AM Peak Hour Rounded Forecast Functional Class 150 270 530 640 460 460 410 850 590 560 330 150 220 390 580 700 150 230 710 690 910 1,120 870 1,750 1,060 1,400 1,010 1,510 1,880 2,540 1,280 2,210 1,470 2,670 1,780 2,800 1,260 2,140 1,430 1,670 1,110 1,510 1,710 3,100 1,410 2,260 1,800 3,040 1,210 1,960 190 360 780 1,930 900 1,100 700 1,200 300 1,960 740 2,160 720 1,750 1,020 1,380 330 1,340 740 1,120 850 1,530 980 1,390 320 1,070 990 1,450 860 1,110 640 750 70 70 150 100 210 120 20 50 1,090 1,610 980 1,940 500 1,670 510 1,360 210 540 410 1,250 400 1,200 210 650 130 810 130 530 180 160 270 530 640 460 470 420 860 590 560 330 150 220 390 590 710 150 240 710 690 910 1,120 870 1,750 1,060 1,400 1,020 1,510 1,880 2,540 1,280 2,210 1,470 2,670 1,780 2,800 1,260 2,140 1,430 1,670 1,120 1,510 1,710 3,100 1,410 2,260 1,800 3,040 1,220 1,960 190 360 780 1,930 900 1,100 700 1,200 310 1,960 740 2,160 720 1,750 1,020 1,380 330 1,340 750 1,120 860 1,530 980 1,390 320 1,070 1,000 1,460 860 1,110 640 750 80 80 160 110 210 120 30 50 1,100 1,610 980 1,940 510 1,670 510 1,360 210 540 410 1,250 410 1,200 210 650 130 810 130 530 180 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway pcphpl Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1760 2640 1760 2640 1760 2640 1760 2640 1760 1760 1760 2640 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.267 0.450 0.883 1.067 0.767 0.783 0.239 0.489 0.983 0.933 0.550 0.250 0.367 0.650 0.983 1.183 0.250 0.400 0.922 0.896 0.591 0.727 0.494 0.994 0.688 0.909 0.662 0.981 0.814 1.100 0.554 0.957 0.636 1.156 0.771 1.212 0.545 0.926 0.619 0.723 0.485 0.654 0.740 1.342 0.610 0.978 0.779 1.316 0.528 0.848 0.108 0.136 0.443 0.731 0.511 0.417 0.398 0.455 0.176 1.114 0.420 0.818 0.409 0.663 0.580 0.523 0.188 0.761 0.426 0.636 0.489 0.869 0.557 0.790 0.182 0.608 0.568 0.830 0.489 0.631 0.364 0.426 0.133 0.133 0.267 0.183 0.350 0.200 0.050 0.083 0.714 1.045 0.636 1.260 0.331 1.084 0.331 0.883 0.136 0.351 0.266 0.812 0.266 0.779 0.136 0.422 0.084 0.526 0.084 0.344 0.117 A A D F C C A A E E A A A B E F A A E D A C A E B E B E D F A E B F C F A E B C A B C F B E C F A D A A A C A A A A A F A D A B A A A C A B A D A C A B A D A B A A A A A A A A A A C F B F A F A D A A A D A C A A A A A A A 465 342 601 566 492 325 695 1,200 721 497 202 317 432 267 657 600 507 299 826 589 1,765 907 1,439 1,125 1,309 961 1,379 1,107 2,818 2,068 1,718 1,836 2,468 1,872 2,622 2,157 2,053 1,619 1,856 1,120 2,295 2,069 2,633 2,264 2,163 1,884 2,713 2,696 1,876 1,688 1,156 497 795 512 1,357 1,130 1,024 938 1,053 1,576 1,277 1,192 1,262 1,177 1,098 1,084 1,084 699 972 712 1,348 1,022 836 583 963 643 1,341 1,068 1,103 879 876 733 328 231 409 224 117 156 116 42 1,618 1,228 1,728 1,261 1,452 1,151 1,198 1,063 692 349 595 387 1,130 929 914 591 1,137 741 680 313 697 63 90 79 22 -1 52 -78 73 10 19 58 95 9 34 -9 10 49 11 33 40 244 202 95 147 30 108 126 71 374 220 162 115 234 165 309 145 309 68 399 176 260 186 346 143 307 139 146 235 111 143 196 91 160 228 201 486 104 419 178 101 121 515 163 508 69 430 153 147 -10 7 139 143 172 136 126 120 63 40 112 85 220 91 40 11 24 -7 21 38 39 18 108 117 151 62 234 133 277 243 114 91 211 146 168 181 301 240 317 438 127 90 347 342 335 616 588 540 374 400 1,311 728 496 208 319 457 278 690 619 271 139 847 603 1,834 838 1,279 1,132 1,345 950 1,365 1,099 2,832 2,083 1,735 1,876 2,495 1,898 2,028 2,031 2,127 1,906 1,353 1,117 1,587 1,275 2,578 2,249 2,116 1,866 2,692 2,666 1,862 1,669 543 426 1,343 980 1,198 1,225 1,037 890 1,029 1,564 1,261 1,109 1,236 1,093 1,087 1,018 1,097 703 1,200 736 1,366 919 1,373 963 945 630 1,332 1,063 1,094 871 843 726 103 80 120 150 128 162 113 45 1,640 1,248 1,756 1,282 1,455 1,041 1,191 1,063 695 346 576 381 1,110 901 871 560 1,084 675 666 305 639 2030 Current - PM Peak Hour Rounded Forecast Functional Class 340 330 620 590 540 370 400 1,310 730 500 210 320 460 280 690 620 270 140 850 600 1,830 840 1,280 1,130 1,350 950 1,370 1,100 2,830 2,080 1,740 1,880 2,490 1,900 2,030 2,030 2,130 1,910 1,350 1,120 1,590 1,280 2,580 2,250 2,120 1,870 2,690 2,670 1,860 1,670 540 430 1,340 980 1,200 1,230 1,040 890 1,030 1,560 1,260 1,110 1,240 1,090 1,090 1,020 1,100 700 1,200 740 1,370 920 1,370 960 950 630 1,330 1,060 1,090 870 840 730 100 80 120 150 130 160 110 50 1,640 1,250 1,760 1,280 1,460 1,040 1,190 1,060 690 350 580 380 1,110 900 870 560 1,080 680 670 300 640 340 330 620 590 550 370 410 1,310 730 500 210 320 460 280 700 620 270 140 850 600 1,830 840 1,280 1,130 1,350 950 1,370 1,100 2,830 2,080 1,740 1,880 2,490 1,900 2,030 2,030 2,130 1,910 1,350 1,120 1,590 1,280 2,580 2,250 2,120 1,870 2,690 2,670 1,860 1,670 540 430 1,340 980 1,200 1,230 1,040 890 1,030 1,560 1,260 1,110 1,240 1,090 1,090 1,020 1,100 700 1,210 740 1,370 920 1,370 960 950 630 1,330 1,060 1,090 870 840 730 100 80 120 160 130 160 110 50 1,640 1,250 1,760 1,280 1,460 1,040 1,190 1,060 690 350 580 380 1,110 900 870 560 1,080 680 670 300 640 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway pcphpl Lanes Capacity V/C LOS 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 2 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.567 0.550 1.033 0.983 0.917 0.617 0.233 0.744 1.217 0.833 0.350 0.533 0.767 0.467 1.167 1.033 0.450 0.233 1.104 0.779 1.188 0.545 0.727 0.642 0.877 0.617 0.890 0.714 1.225 0.900 0.753 0.814 1.078 0.823 0.879 0.879 0.922 0.827 0.584 0.485 0.688 0.554 1.117 0.974 0.918 0.810 1.165 1.156 0.805 0.723 0.307 0.244 0.508 0.557 0.455 0.699 0.591 0.506 0.585 0.886 0.477 0.631 0.470 0.619 0.619 0.580 0.625 0.398 0.688 0.420 0.778 0.523 0.778 0.545 0.540 0.358 0.756 0.602 0.619 0.494 0.477 0.415 0.167 0.133 0.200 0.267 0.217 0.267 0.183 0.083 1.065 0.812 1.143 0.831 0.948 0.675 0.773 0.688 0.448 0.227 0.377 0.247 0.721 0.584 0.565 0.364 0.701 0.442 0.435 0.195 0.416 A A F E E B A C F D A A C A F F A A F C F A C B D B D C F E C D F D D D E D A A B A F E E D F F D C A A A A A B A A A D A B A B B A B A B A C A C A A A C B B A A A A A A A A A A A F D F D E B C B A A A A C A A A C A A A A APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 Roadway Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Exposition Bl Exposition Bl Exposition Bl Exposition Bl Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl 39th St 39th St 39th St 39th St Don Miguel Dr Don Miguel Dr Don Felipe Don Felipe Santa Rosalia Santa Rosalia Santa Rosalia Santa Rosalia Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St 42nd St 42nd St Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av From To Cattaraugus 7th Ave 7th Ave 3rd Ave 3rd Ave Arlington Ave La Brea Av Crenshaw Bl Crenshaw Bl Arlington Av Jefferson Bl La Cienega Bl La Cienega Bl Beverlywood Degnan Blvd 3rd Ave 7th Ave Arlington Ave 3rd Ave Crenshaw Bl La Brea Av Arlington Av Crenshaw Bl La Cienega Bl Jefferson Bl Hauser Blvd La Cienega Bl La Brea Av Redondo Bl Martin Luther King Jr Bl La Brea Av Redondo Bl La Brea Av La Brea Av Martin Luther King Jr Bl Farmdale Ave Buckingham Rd Crenshaw Bl Degnan Ave Hauser Blvd Redondo Blvd Martin Luther King Jr Blvd Farmdale Ave Buckingham Rd Crenshaw Blvd Degnan Ave 7th Ave 7th Ave Dublin Ave Dublin Ave 3rd Ave 3rd Ave Arlington Ave Clyde Du Ray Du Ray La Brea La Brea Av Hauser Blvd Buckingham Rd Farmdale Ave Degnan Ave Crenshaw Bl Redondo Blvd Hauser Blvd Farmdale Ave Martin Luther King Jr Blvd Crenshaw Blvd Buckingham Rd 7th Ave Degnan Ave Dublin Ave 7th Ave 3rd Ave Dublin Ave Arlington Ave 3rd Ave Du Ray Clyde La Brea Du Ray La Brea Av Buckingham Buckingham Crenshaw Buckingham Buckingham Crenshaw Degnan Ave Westside Ave Westside Ave Degnan Ave Martin Luther King Jr Blvd Santa Rosalia Dr Chesapeake Ave Martin Luther King Jr Blvd Degnan Ave Crenshaw Ave 7th Ave Westside Ave Coliseum St Buckingham Rd Buckingham Rd Coliseum St Degnan St Degnan St Santa Rosalia Dr Crenshaw Degnan Degnan Leimert Santa Rosalia Dr Crenshaw BLvd Stocker Plaza Arlington Av X X X X X X X X X X X X X X X X X X X X X X X X X X Chesapeake Ave Santa Rosalia Dr Martin Luther King Jr Blvd Martin Luther King Jr Blvd Chesapeake Ave Crenshaw Ave Degnan Ave Westside Ave 7th Ave Leimert Arlington Coliseum St Rodeo Rd Degnan St Westside Ave Westside Ave Dublin Ave Buckingham Rd Crenshaw Bl Crenshaw Bl Arlington Av Don Lorenzo Dr Don Felipe Dr Don Miguel Stocker Hillcrest Stocker Hillcrest Coliseum La Brea Existing ATCS X X X X X Santa Rosalia Dr Santa Rosalia Dr Chesapeake Ave Crenshaw Bl Existing ATSAC Crenshaw Bl Arlington Leimert Rodeo Rd Coliseum St Westside Ave Degnan St Dublin Ave Westside Ave Crenshaw Bl Buckingham Rd Arlington Av Crenshaw Bl Don Felipe Dr Don Lorenzo Dr Stocker Don Miguel Stocker Hillcrest Coliseum Hillcrest X X X X X X X X X X X X Santa Rosalia Dr La Brea Degnan Crenshaw Leimert Degnan Crenshaw BLvd Santa Rosalia Dr Arlington Av Stocker Plaza Westside Ave Dublin Ave Dublin Ave Westside Ave Leimert Blvd Westside Ave Dublin Ave Arlington Ave West Bl Crenshaw Bl 4th Arlington Crenshaw Blvd 9th Ave 9th Ave 7th Ave 7th Ave 4th Ave Angeles Vista Bl Westside Ave Leimert Blvd Arlington Ave Dublin Ave Crenshaw Bl West Bl Arlington 4th 9th Ave Crenshaw Blvd 7th Ave 9th Ave 4th Ave 7th Ave West Blvd 8th St Angeles Vista Bl Van Ness Av Van Ness Av West Blvd Crenshaw Blvd Crenshaw Blvd West Blvd West Blvd 8th St X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta Intitial Calculation NB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 418 276 440 530 595 301 386 176 403 1,108 1,737 1,049 1,990 1,027 1,513 1,151 1,617 374 450 923 962 882 1,492 258 279 477 560 586 759 788 979 1,021 1,046 1,055 1,091 237 528 164 431 507 436 278 196 150 290 357 383 491 392 720 638 380 414 507 582 1,412 1,676 630 1,061 1,496 1,734 849 1,351 469 1,009 508 1,013 185 342 356 300 177 365 71 189 213 150 118 207 527 725 210 289 368 620 802 786 165 155 782 867 616 542 926 1,023 436 499 265 557 245 417 234 461 309 633 714 1,878 788 1,124 1,077 1,467 137 76 198 66 227 6 28 -127 -64 126 34 34 97 328 335 158 18 33 124 346 55 50 63 14 52 -10 110 137 33 123 151 150 275 153 277 0 27 -11 22 65 39 25 7 32 61 50 107 3 -6 59 197 84 134 46 171 290 -92 243 189 -43 46 162 -37 120 239 110 230 45 85 73 134 46 95 1 27 164 79 43 100 208 139 27 -53 45 105 236 105 59 82 110 189 75 86 144 285 129 95 36 98 30 43 24 63 35 112 100 37 60 143 105 66 404 273 415 525 559 315 394 80 490 1,125 1,788 1,078 2,031 993 1,489 1,162 1,655 388 444 888 986 882 1,483 262 274 490 542 564 758 773 956 1,005 1,009 1,038 1,051 130 292 120 278 524 442 201 125 206 241 362 380 492 400 720 614 370 392 509 563 922 520 603 1,067 1,170 1,278 825 1,390 450 969 492 981 307 341 340 381 188 369 31 73 487 436 386 403 504 726 273 230 148 237 767 777 170 159 792 858 613 531 910 977 428 509 390 672 245 416 240 452 309 623 1,014 1,651 1,050 1,209 1,067 1,465 2030 Current - AM Peak Hour Rounded Forecast Functional Class 400 270 410 530 560 320 390 80 490 1,120 1,790 1,080 2,030 990 1,490 1,160 1,650 390 440 890 990 880 1,480 260 270 490 540 560 760 770 960 1,010 1,010 1,040 1,050 130 290 120 280 520 440 200 130 210 240 360 380 490 400 720 610 370 390 510 560 920 520 600 1,070 1,170 1,280 820 1,390 450 970 490 980 310 340 340 380 190 370 30 70 490 440 390 400 500 730 270 230 150 240 770 780 170 160 790 860 610 530 910 980 430 510 390 670 240 420 240 450 310 620 1,010 1,650 1,050 1,210 1,070 1,470 400 270 410 530 560 320 390 90 500 1,120 1,790 1,080 2,030 990 1,490 1,160 1,650 390 440 890 990 880 1,480 260 270 500 540 560 760 770 960 1,010 1,010 1,040 1,050 140 290 130 280 520 440 200 130 210 240 360 380 500 410 720 610 370 390 510 560 920 530 600 1,070 1,180 1,280 820 1,400 450 970 490 980 310 340 340 380 190 370 40 70 490 440 390 400 500 730 270 240 150 240 770 780 170 160 790 860 610 530 910 980 430 510 390 670 240 420 240 450 310 620 1,010 1,650 1,050 1,210 1,070 1,470 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 pcphpl Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 2 2 2 2 2 3 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 2 2 2 2 2 3 2 2 2 2 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 1760 1760 1760 1760 1760 1760 1540 1540 1540 1540 1760 1760 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 2640 2640 1760 1760 1760 1760 1760 2640 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 1540 1540 1540 1540 1760 2640 1760 1760 1760 1760 0.260 0.175 0.266 0.344 0.364 0.533 0.650 0.075 0.417 0.636 1.017 0.614 1.153 0.563 0.847 0.659 0.938 0.253 0.286 0.578 0.643 0.500 0.841 0.169 0.175 0.325 0.351 0.364 0.494 0.500 0.623 0.656 0.656 0.675 0.682 0.233 0.483 0.217 0.467 0.867 0.733 0.333 0.217 0.350 0.400 0.600 0.633 0.833 0.683 1.200 1.017 0.617 0.650 0.850 0.933 0.348 0.201 0.341 0.608 0.670 0.727 0.466 0.530 0.256 0.551 0.278 0.557 0.517 0.567 0.567 0.633 0.317 0.617 0.067 0.117 0.408 0.367 0.325 0.333 0.417 0.608 0.450 0.400 0.250 0.400 0.438 0.443 0.283 0.267 0.513 0.558 0.396 0.344 0.591 0.636 0.558 0.662 0.253 0.435 0.312 0.545 0.156 0.292 0.201 0.403 0.574 0.625 0.597 0.688 0.608 0.835 A A A A A A B A A B F B F A D B E A A A B A D A A A A A A A B B B B B A A A A D C A A A A A B D B F F B B D E A A A B B C A A A A A A A A A B A B A A A A A A A B A A A A A A A A A A A A A B A B A A A A A A A A A B A B B D 434 675 478 851 672 429 367 774 383 1,858 1,269 2,223 1,513 1,798 1,255 1,600 1,438 546 412 1,173 850 1,737 1,135 356 270 782 558 942 585 1,077 804 1,355 1,051 1,431 1,049 515 458 261 301 535 487 206 315 312 303 444 361 438 504 710 758 493 407 583 579 1,707 1,563 1,061 975 1,512 1,619 1,236 1,137 1,020 797 949 788 339 277 485 349 370 187 182 85 260 410 220 236 1,037 740 260 297 515 498 1,088 977 211 149 993 685 861 490 1,106 935 612 486 456 337 365 318 417 337 503 371 1,255 1,308 1,040 817 1,304 1,359 202 249 194 290 209 73 62 235 132 174 133 220 60 291 366 113 212 111 96 39 138 173 36 88 -14 79 105 10 69 122 121 321 208 344 170 38 73 -10 26 66 87 47 35 75 104 123 60 69 64 208 136 171 101 120 98 -43 218 213 228 13 -287 19 232 262 136 185 80 82 45 96 219 4 46 20 5 134 307 129 88 199 234 26 81 128 123 94 209 70 93 146 148 94 140 216 275 134 115 69 75 57 86 94 123 64 71 -10 252 81 90 86 108 408 638 451 811 645 430 371 696 420 1,885 1,281 2,253 1,550 1,793 1,225 1,624 1,446 552 410 1,203 855 1,714 1,130 344 290 776 548 948 577 1,062 791 1,308 1,023 1,377 1,022 532 461 460 311 545 603 209 319 312 296 442 380 428 493 683 744 473 394 570 572 1,800 1,572 1,058 960 1,251 1,170 1,236 1,103 978 783 924 776 338 378 480 332 384 199 197 94 252 376 218 233 1,275 1,125 561 558 506 492 1,078 944 219 147 1,001 683 849 476 1,080 899 612 486 458 343 357 312 408 322 494 369 1,330 1,330 1,328 825 1,292 1,350 2030 Current - PM Peak Hour Rounded Forecast Functional Class 410 640 450 810 640 430 370 700 420 1,890 1,280 2,250 1,550 1,790 1,230 1,620 1,450 550 410 1,200 860 1,710 1,130 340 290 780 550 950 580 1,060 790 1,310 1,020 1,380 1,020 530 460 460 310 550 600 210 320 310 300 440 380 430 490 680 740 470 390 570 570 1,800 1,570 1,060 960 1,250 1,170 1,240 1,100 980 780 920 780 340 380 480 330 380 200 200 90 250 380 220 230 1,280 1,130 560 560 510 490 1,080 940 220 150 1,000 680 850 480 1,080 900 610 490 460 340 360 310 410 320 490 370 1,330 1,330 1,330 830 1,290 1,350 410 640 450 810 640 430 370 700 420 1,890 1,280 2,250 1,550 1,790 1,230 1,620 1,450 550 410 1,200 860 1,710 1,130 340 300 780 550 950 580 1,060 790 1,310 1,020 1,380 1,020 530 460 470 310 550 600 210 320 310 300 440 380 430 490 680 740 470 390 570 570 1,810 1,570 1,060 960 1,250 1,180 1,240 1,100 980 780 920 780 340 380 480 330 390 200 200 100 250 380 220 230 1,280 1,130 560 560 510 490 1,080 940 220 150 1,000 680 850 480 1,080 900 610 490 460 340 360 310 410 320 490 370 1,340 1,330 1,330 830 1,290 1,350 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 pcphpl Lanes Capacity V/C LOS 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 2 2 2 2 2 1 1 2 2 2 2 3 2 3 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 2 2 2 3 2 3 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 2 2 2 2 2 3 2 2 2 2 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 2640 1760 2640 1760 1760 1760 1540 1540 1540 1540 2640 2640 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 2640 2640 1760 1760 1760 2640 1760 2640 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 1540 1540 1540 1540 1760 2640 1760 1760 1760 1760 0.266 0.416 0.292 0.526 0.416 0.717 0.617 0.583 0.350 1.074 0.727 0.852 0.881 0.678 0.699 0.920 0.824 0.357 0.266 0.779 0.558 0.648 0.428 0.221 0.195 0.506 0.357 0.617 0.377 0.688 0.513 0.851 0.662 0.896 0.662 0.883 0.767 0.783 0.517 0.917 1.000 0.350 0.533 0.517 0.500 0.733 0.633 0.717 0.817 1.133 1.233 0.783 0.650 0.950 0.950 0.686 0.595 0.602 0.545 0.710 0.447 0.705 0.417 0.557 0.443 0.523 0.443 0.567 0.633 0.800 0.550 0.650 0.333 0.333 0.167 0.208 0.317 0.183 0.192 1.067 0.942 0.933 0.933 0.850 0.817 0.614 0.534 0.367 0.250 0.649 0.442 0.552 0.312 0.701 0.584 0.792 0.636 0.299 0.221 0.468 0.403 0.266 0.208 0.318 0.240 0.761 0.504 0.756 0.472 0.733 0.767 A A A A A C B A A F C D D B B E D A A C A B A A A A A B A B A D B D B D C C A E E A A A A C B C D F F C B E E B A B A C A C A A A A A A B C A B A A A A A A A F E E E D D B A A A B A A A C A C B A A A A A A A A C A C A C C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 Roadway From To Cattaraugus Crenshaw Blvd 8th St Overhill Alviso Alviso Beverlywood 8th St Crenshaw Blvd Alviso Overhill West Blvd Alviso Crenshaw Bl 8th St 8th St Florence Av Florence Av West Blvd Crenshaw Blvd 8th St 4th Ave 4th Ave Arlington Ave West Bl Crenshaw Bl Crenshaw 8th 8th Van Ness West Bl Crenshaw Bl Crenshaw 4th 4th Van Ness West Bl Crenshaw Bl Crenshaw Bl Crenshaw Blvd West Blvd 4th Ave 8th St Arlington Ave 4th Ave Crenshaw Bl West Bl 8th Crenshaw Van Ness 8th Crenshaw Bl West Bl 4th Crenshaw Van Ness 4th Crenshaw Bl West Bl Florence Av Florence Av 8th Ave 4th Ave 4th Ave 8th Ave Florence Av Florence Av Crenshaw Blvd 8th St 4th Ave Arlington Ave Crenshaw Bl Van Ness Av Crenshaw Bl 8th Av 8th St Crenshaw Blvd Arlington Ave 4th Ave Van Ness Av Crenshaw Bl 8th Av Crenshaw Bl Slauson Av Slauson Av 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St Hyde Park Bl Hyde Park Bl Hyde Park Hyde Park Hyde Park Hyde Park Bl Bl Bl Bl 67th St 67th St 67th St 67th St 67th St 67th St Florence Av Florence Av 76th St 76th St 79th St 79th St Existing ATSAC Existing ATCS X X West Blvd X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta Intitial Calculation NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 923 1,207 88 158 89 323 162 393 342 389 105 182 202 235 364 466 322 388 391 442 306 356 62 217 102 255 1,169 2,131 1,371 2,246 1,264 2,099 1,401 2,249 90 139 82 132 100 66 14 60 28 2 12 100 84 163 3 64 -15 43 15 30 8 -9 7 -4 38 67 -4 25 -3 85 60 32 118 101 80 20 121 87 16 51 1 32 913 1,205 62 150 83 162 170 393 330 366 113 173 220 236 373 485 216 420 206 240 312 356 50 91 50 181 1,190 2,187 1,359 2,004 1,257 2,096 1,390 2,242 103 142 101 146 Total 428,831 44,418 2030 Current - AM Peak Hour Rounded Forecast Functional Class 910 1,200 60 150 80 160 170 390 330 370 110 170 220 240 370 490 220 420 210 240 310 360 50 90 50 180 1,190 2,190 1,360 2,000 1,260 2,100 1,390 2,240 100 140 100 150 910 1,200 60 150 80 170 170 390 330 370 120 170 230 240 370 490 220 430 210 250 310 360 60 90 60 180 1,190 2,190 1,360 2,000 1,260 2,100 1,390 2,240 100 140 110 150 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector pcphpl Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.517 0.682 0.100 0.250 0.133 0.283 0.283 0.650 0.550 0.617 0.200 0.283 0.383 0.400 0.481 0.636 0.286 0.558 0.273 0.325 0.517 0.600 0.100 0.150 0.100 0.300 0.451 0.830 0.515 0.758 0.477 0.795 0.527 0.848 0.167 0.233 0.183 0.250 A B A A A A A B A B A A A A A B A A A A A A A A A A A D A C A C A D A A A A 1,256 1,012 192 95 251 98 296 235 567 354 123 124 185 210 526 446 381 278 413 403 521 351 191 157 270 177 1,607 1,556 2,137 1,789 1,958 1,666 2,204 1,761 117 112 177 56 129 98 67 23 97 37 79 98 163 92 44 50 53 25 84 41 26 30 47 18 80 128 101 48 109 95 153 225 188 335 67 211 223 318 46 29 74 -16 1,237 1,002 196 109 251 111 296 232 546 347 117 121 184 211 540 464 391 285 419 415 536 347 184 160 271 180 1,628 1,568 2,157 1,779 1,956 1,636 2,176 1,715 128 124 182 90 474,469 62,902 432,630 2030 Current AM LOS D or Better 432 Los E 37 Los F 39 Los E or F 76 Total 508 2030 Current - PM Peak Hour Rounded Forecast Functional Class 1,240 1,000 200 110 250 110 300 230 550 350 120 120 180 210 540 460 390 280 420 410 540 350 180 160 270 180 1,630 1,570 2,160 1,780 1,960 1,640 2,180 1,720 130 120 180 90 1,240 1,000 200 110 250 110 300 230 550 350 120 120 180 210 540 460 390 280 420 410 540 350 180 160 270 180 1,630 1,570 2,160 1,780 1,960 1,640 2,180 1,720 130 120 180 100 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector pcphpl Lanes Capacity V/C LOS 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.705 0.568 0.333 0.183 0.417 0.183 0.500 0.383 0.917 0.583 0.200 0.200 0.300 0.350 0.701 0.597 0.506 0.364 0.545 0.532 0.900 0.583 0.300 0.267 0.450 0.300 0.617 0.595 0.818 0.674 0.742 0.621 0.826 0.652 0.217 0.200 0.300 0.167 C A A A A A A A E A A A A A C A A A A A D A A A A A B A D B C B D B A A A A 475,740 2030 Current PM LOS D or Better 425 Los E 38 Los F 45 Los E or F 83 Total 508 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 Roadway Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St La Cienega Ave La Cienega Ave La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Clyde Av Clyde Av Thurman Av Thurman Av Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Du Ray / Sanchez Du Ray / Sanchez Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av From Cattaraugus Beverlywood National Blvd Cataraugus Ave Beverlywood St 18th St Beverlywood St Cadillac Av Venice Blvd Beverlywood St Washington Bl La Cienega Bl Wrightcrest Dr Rodeo Rd Rodeo Rd Jefferson Bl Fairfax Ave Washington Bl Washington Bl Venice Bl Venice Bl Cadillac Av Cadillac Av 18th St Wrightcrest Dr Rodeo Rd Jefferson Blvd Fairfax Ave La Cienega Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl 18th St Coliseum St Rodeo Rd Washington Bl Venice Bl Jefferson Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Cochran Coliseum St Rodeo Rd Jefferson Bl Westhaven Adams Bl Westhaven Jefferson Bl Adams Bl Washington Bl Washington Bl Venice Bl Fairview Slauson Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl To Beverlywood Cattaraugus Cataraugus Ave National Blvd 18th St Beverlywood St Cadillac Av Beverlywood St Beverlywood St Venice Blvd La Cienega Bl Washington Bl Rodeo Rd Wrightcrest Dr Jefferson Bl Rodeo Rd Washington Bl Fairfax Ave I-10 Venice Bl Washington Bl Cadillac Av Venice Bl 18th St Cadillac Av Rodeo Rd Wrightcrest Dr Fairfax Ave Jefferson Blvd Adams Bl La Cienega Bl Washington Bl Adams Bl Venice Bl Washington Bl 18th St Venice Bl Rodeo Rd Coliseum St Venice Bl Washington Bl Adams Bl Jefferson Bl Washington Bl Adams Bl Venice Bl Washington Bl Coliseum St Cochran Jefferson Bl Rodeo Rd Adams Bl Westhaven Jefferson Bl Westhaven Washington Bl Adams Bl Venice Bl Washington Bl Slauson Fairview Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl Washington Bl Washington Bl Venice Bl Adams Blvd I-10 Veronica St Coliseum St Venice Bl Washington Bl I-10 Adams Blvd Coliseum St Veronica St I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 75 76 Rimpau Bl Rimpau Bl 21st St Washington Bl Washington Bl 21st St NB SB 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 Rimpau Bl Rimpau Bl Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Hillcrest Hillcrest Hillcrest Hillcrest Farmdale Av Farmdale Av Chesapeake Av Chesapeake Av Alviso Av Alviso Av Alviso Av Alviso Av Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Washington Bl Venice Bl Exposition Bl Jefferson Bl Jefferson Bl Adams Bl Adams Bl 21st St Santa Rosalia Santo Tomas Santa Rosalia Martin Luther King Jr Bl Rodeo Rd Jefferson Bl Coliseum St Rodeo Rd 60th Slauson Av 60th 64th Coliseum St Rodeo Rd Coliseum St 39th Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Martin Luther King Jr Blvd 39th St Venice Bl Washington Bl Jefferson Bl Exposition Bl Adams Bl Jefferson Bl 21st St Adams Bl Santo Tomas Santa Rosalia Martin Luther King Jr Bl Santa Rosalia Jefferson Bl Rodeo Rd Rodeo Rd Coliseum St Slauson Av 60th 64th 60th Rodeo Rd Coliseum St 39th Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl 39th St Martin Luther King Jr Blvd NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 107 108 West Bl West Bl Adams Bl Washington Bl Washington Bl Adams Bl NB SB 109 110 111 West Bl West Bl West Bl Washington Bl Venice Bl Venice Bl Venice Bl Washington Bl Pico Bl NB SB NB Model 1,261 987 895 1,535 1,121 902 422 252 441 226 398 442 2,462 2,939 2,559 2,796 1,902 1,295 2,856 1,895 2,468 3,396 3,077 2,930 2,462 2,939 2,927 2,929 1,230 1,605 1,508 1,446 1,238 1,304 842 645 522 249 501 89 230 344 338 502 447 408 143 81 238 242 358 356 338 429 332 469 557 577 1,462 1,339 2,506 2,011 3,058 2,559 2,518 2,389 2,078 2,161 2,536 2,002 2,539 2,561 2,241 1,889 370 338 45 55 216 292 430 403 410 405 391 566 440 260 449 273 435 353 342 99 21 140 403 418 387 405 417 356 488 467 473 395 492 533 576 445 590 Model Delta Intitial Calculation 235 166 16 65 78 127 146 27 109 81 -51 61 -62 212 99 275 34 59 -51 99 -56 160 -28 245 -62 212 52 146 29 62 116 17 101 128 36 51 59 14 157 18 64 43 82 89 24 51 51 19 -160 -244 -46 -98 -83 35 73 76 81 35 85 17 38 80 203 367 204 187 307 165 192 335 179 252 3 52 1,515 1,739 894 1,534 1,115 886 412 262 431 217 470 451 2,600 2,976 2,692 2,829 2,988 2,419 2,990 1,933 2,260 3,463 3,190 1,854 2,530 2,906 2,924 2,911 1,274 1,642 1,537 1,484 1,254 1,317 870 663 539 262 491 105 233 356 338 514 470 412 82 46 410 580 560 340 250 549 471 383 568 389 1,711 1,044 1,941 1,686 3,109 2,566 2,550 2,426 2,736 2,348 2,570 1,999 2,509 2,520 2,242 1,883 375 335 55 65 228 285 436 407 405 397 361 491 304 226 452 261 454 339 120 112 92 136 413 275 304 380 427 355 464 483 464 375 598 449 589 453 610 66 138 30 55 22 126 43 80 90 140 73 121 65 68 74 133 29 178 -44 14 2 56 51 77 113 72 57 102 29 52 89 126 106 131 47 51 59 2030 Proposed TOD with 4Ds - AM Peak Hour Rounded Forecast Functional Class pcphpl 1,520 1,740 890 1,530 1,120 890 410 260 430 220 470 450 2,600 2,980 2,690 2,830 2,990 2,420 2,990 1,930 2,260 3,460 3,190 1,850 2,530 2,910 2,920 2,910 1,270 1,640 1,540 1,480 1,250 1,320 870 660 540 260 490 110 230 360 340 510 470 410 80 50 410 580 560 340 250 550 470 380 570 390 1,710 1,040 1,940 1,690 3,110 2,570 2,550 2,430 2,740 2,350 2,570 2,000 2,510 2,520 2,240 1,880 1,520 1,740 890 1,530 1,120 890 410 260 430 220 480 450 2,610 2,980 2,690 2,830 2,990 2,420 3,000 1,930 2,270 3,460 3,200 1,850 2,540 2,910 2,920 2,910 1,270 1,640 1,540 1,480 1,250 1,320 870 660 540 260 490 110 230 360 340 510 470 410 80 50 420 590 570 350 260 550 470 380 570 390 1,710 1,040 1,940 1,690 3,110 2,570 2,550 2,430 2,740 2,350 2,570 2,000 2,510 2,520 2,250 1,880 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 380 330 380 330 collector collector 60 70 230 280 440 410 400 400 360 490 300 230 450 260 450 340 120 110 90 140 410 270 300 380 430 360 460 480 460 370 60 70 230 280 440 410 400 400 360 490 300 230 450 260 450 340 130 110 100 140 410 270 300 380 430 360 460 480 460 370 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 600 450 600 450 collector collector 590 450 610 590 450 610 collector collector collector Capacity V/C LOS 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1540 1540 1540 1540 1540 1540 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 0.987 1.130 0.578 0.994 0.727 0.578 0.683 0.433 0.717 0.367 0.545 0.511 0.989 1.129 1.019 1.072 1.133 0.917 1.136 0.731 0.860 1.311 1.212 0.701 0.962 1.102 1.106 1.102 0.722 0.932 0.875 0.841 0.710 0.750 0.989 0.750 0.900 0.433 0.817 0.183 0.383 0.600 0.567 0.850 0.783 0.683 0.133 0.083 0.545 0.766 0.740 0.455 0.338 0.714 0.610 0.494 0.740 0.506 0.972 0.591 0.735 0.640 1.178 0.973 0.966 0.920 1.038 0.890 0.973 0.758 0.951 0.955 0.852 0.712 E F A E C A B A C A A A E F F F F E F C D F F C E F F F C E D D C C E C D A D A A A A D C B A A A C C A A C B A C A E A C B F E E E F D E C E E D C 600 600 1 1 600 600 0.633 0.550 B A 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.100 0.117 0.383 0.467 0.733 0.683 0.667 0.667 0.600 0.817 0.500 0.383 0.750 0.433 0.750 0.567 0.217 0.183 0.167 0.233 0.683 0.450 0.500 0.633 0.717 0.600 0.767 0.800 0.767 0.617 A A A A C B B B A D A A C A C A A A A A B A A B C A C C C B 600 600 1 1 600 600 1.000 0.750 E C 600 600 600 1 1 1 600 600 600 0.983 0.750 1.017 E C F 770 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 Lanes 2 2 2 2 2 Model 1,239 981 894 1,529 1,190 1,020 484 322 465 453 549 446 2,376 3,037 2,591 3,191 1,619 2,121 2,585 2,770 2,462 3,565 2,835 3,205 2,376 3,037 2,838 3,256 1,343 1,310 1,372 1,514 1,252 1,474 769 660 453 549 470 262 310 343 442 508 465 459 185 258 289 317 476 480 420 476 430 452 564 560 1,548 1,498 2,351 2,531 3,084 2,791 2,533 2,655 2,344 2,295 2,459 2,251 2,868 2,897 2,234 2,097 388 458 161 459 328 298 492 570 475 497 603 506 511 417 438 578 409 475 248 223 89 163 417 471 444 522 461 561 518 569 501 493 481 592 532 504 518 Model Delta Intitial Calculation 127 159 137 145 125 66 83 84 125 85 71 1 76 14 391 314 163 127 319 93 197 169 185 9 76 14 216 137 96 30 92 124 298 124 123 37 94 67 204 110 42 31 122 134 67 -9 75 50 -96 -245 14 -73 -22 40 67 1 25 -80 209 67 269 259 594 469 367 335 437 505 476 179 510 339 255 189 1,706 1,453 874 1,511 1,174 1,015 499 320 444 441 559 471 2,853 2,652 2,556 3,222 2,836 2,626 2,596 2,828 2,194 3,631 2,884 2,187 2,363 3,042 2,810 3,234 1,370 1,345 1,406 1,543 1,238 1,503 773 681 448 566 290 192 315 356 511 501 686 700 193 262 500 620 352 520 520 303 446 610 581 670 1,544 1,586 1,844 2,126 3,055 2,781 2,536 2,669 2,784 2,901 2,437 2,290 2,785 2,843 2,192 2,067 380 456 141 462 329 302 479 572 472 494 604 520 503 417 420 582 405 468 238 229 93 160 431 488 451 534 450 577 394 627 497 482 576 697 536 528 526 108 91 145 86 107 74 155 123 122 113 161 60 147 92 204 135 126 118 141 71 51 132 25 58 73 89 156 81 112 105 57 98 79 93 127 33 115 2030 Proposed TOD with 4Ds - PM Peak Hour Rounded Forecast Functional Class pcphpl 1,710 1,450 870 1,510 1,170 1,020 500 320 440 440 560 470 2,850 2,650 2,560 3,220 2,840 2,630 2,600 2,830 2,190 3,630 2,880 2,190 2,360 3,040 2,810 3,230 1,370 1,350 1,410 1,540 1,240 1,500 770 680 450 570 290 190 320 360 510 500 690 700 190 260 500 620 350 520 520 300 450 610 580 670 1,540 1,590 1,840 2,130 3,060 2,780 2,540 2,670 2,780 2,900 2,440 2,290 2,780 2,840 2,190 2,070 1,710 1,450 870 1,510 1,170 1,020 500 320 440 440 560 480 2,850 2,650 2,560 3,220 2,840 2,630 2,600 2,830 2,190 3,630 2,880 2,190 2,360 3,040 2,810 3,230 1,370 1,350 1,410 1,540 1,240 1,500 770 680 450 570 290 190 320 360 510 500 690 710 190 260 510 630 350 530 530 300 450 620 580 680 1,540 1,590 1,840 2,130 3,060 2,780 2,540 2,670 2,780 2,900 2,440 2,290 2,780 2,840 2,190 2,070 380 460 140 460 330 300 480 570 470 490 600 520 500 420 420 580 410 470 240 230 90 160 430 490 450 530 450 580 390 630 500 480 580 700 540 530 530 Capacity V/C LOS 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1540 1540 1540 1540 1540 1540 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1.110 0.942 0.565 0.981 0.760 0.662 0.833 0.533 0.733 0.733 0.636 0.545 1.080 1.004 0.970 1.220 1.076 0.996 0.985 1.072 0.830 1.375 1.091 0.830 0.894 1.152 1.064 1.223 0.778 0.767 0.801 0.875 0.705 0.852 0.875 0.773 0.750 0.950 0.483 0.317 0.533 0.600 0.850 0.833 1.150 1.183 0.317 0.433 0.662 0.818 0.455 0.688 0.688 0.390 0.584 0.805 0.753 0.883 0.875 0.903 0.697 0.807 1.159 1.053 0.962 1.011 1.053 1.098 0.924 0.867 1.053 1.076 0.830 0.784 F E A E C B D A C C B A F F E F F E E F D F F D D F F F C C D D C D D C C E A A A A D D F F A A B D A B B A A D C D D E B D F F E F F F E D F F D C 600 600 1 1 600 600 0.633 0.767 B C 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.233 0.767 0.550 0.500 0.800 0.950 0.783 0.817 1.000 0.867 0.833 0.700 0.700 0.967 0.683 0.783 0.400 0.383 0.150 0.267 0.717 0.817 0.750 0.883 0.750 0.967 0.650 1.050 0.833 0.800 A C A A C E C D E D D B B E B C A A A A C D C D C E B F D C collector collector 600 600 1 1 600 600 0.967 1.167 E F collector collector collector 600 600 600 1 1 1 600 600 600 0.900 0.883 0.883 D D D secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 380 460 collector collector 140 460 330 300 480 570 470 490 600 520 500 420 420 580 410 470 240 230 90 160 430 490 450 530 450 580 390 630 500 480 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 580 700 540 530 530 Lanes 2 2 2 2 2 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 Roadway West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Leimert Leimert Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av Stocker Pl Stocker Pl 9th Av 9th Av Westside Av Westside Av 7th Av 7th Av 7th Av 7th Av 7th Av 7th Av 6th Av 6th Av 6th Av 6th Av 6th Av 6th Av 5th Av 5th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av Dublin Av Dublin Av 3rd Av 3rd Av Van Ness Av Van Ness Av From Cattaraugus Pico Bl Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 54th St Angeles Vista Bl 79th St Florence Av Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 48th St 54th St 48th St Leimert Bl Leimert Bl Vernon Av Vernon Av Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl I-10 Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl Adams Blvd I-10 Martin Luther King Jr Blvd 39th St 39th St Coliseum St Vernon Av Martin Luther King Jr Bl 43rd Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Martin Luther King Jr Blvd 39th St 76th St Florence Av Florence Hyde Park Hyde Park Slauson Av Slauson Av 54th St 48th St 54th St 48th St Vernon Av Vernon Av 42nd St 42nd St Leimert Bl Stocker Pl Martin Luther King Jr Bl Martin Luther King Jr Bl Coliseum St Rodeo Rd Jefferson Bl Jefferson Bl Montclair St Montclair St Adams Blvd Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl 76th St Florence Av Hyde Park 67th 67th Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl 76th St Florence Av To Beverlywood Venice Bl Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av Angeles Vista Bl 54th St Florence Av 79th St Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av 54th St 48th St Leimert Bl 48th St Vernon Av Leimert Bl Stocker St Vernon Av Martin Luther King Jr Bl Stocker St Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl I-10 Venice Bl Washington Bl Pico Bl Venice Bl I-10 Adams Blvd 39th St Martin Luther King Jr Blvd Coliseum St 39th St Martin Luther King Jr Bl Vernon Av Stocker St 43rd Martin Luther King Jr Bl Stocker St Rodeo Rd Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Coliseum St Jefferson Bl Rodeo Rd 39th St Martin Luther King Jr Blvd Florence Av 76th St Hyde Park Florence Slauson Av Hyde Park 54th St Slauson Av 54th St 48th St Vernon Av 48th St 42nd St Vernon Av Leimert Bl 42nd St Martin Luther King Jr Bl Stocker Pl Coliseum St Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Montclair St Jefferson Bl Adams Blvd Montclair St Washington Bl Adams Bl Venice Bl Washington Bl Pico Bl Venice Bl Florence Av 76th St 67th Hyde Park Florence 67th Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Florence Av 76th St Existing ATCS X X X X X X X X X X X X X X X X X Direction Model Model Delta Intitial Calculation NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 450 1,006 579 793 340 276 213 200 253 1,742 1,278 1,985 1,421 1,691 1,168 1,857 1,210 1,248 1,989 3,006 1,656 1,961 802 2,012 1,244 1,981 1,109 998 869 1,843 1,584 2,036 1,887 2,412 1,863 1,437 1,266 1,385 1,590 2,592 2,367 1,007 1,062 1,069 1,112 1,369 973 273 333 122 75 287 349 171 196 237 273 294 303 362 269 240 146 395 237 301 313 246 144 373 144 477 452 380 296 468 390 348 383 351 328 409 212 589 573 713 577 231 327 255 211 155 145 95 101 314 171 299 170 373 153 397 182 358 140 525 474 207 220 489 469 56 191 66 243 76 151 80 41 65 314 244 381 301 292 241 251 213 282 354 389 349 417 228 343 330 353 233 439 443 371 703 413 749 309 295 85 121 -24 121 307 611 353 559 438 519 32 130 63 109 52 24 63 171 66 123 103 145 127 81 127 60 101 24 117 71 132 14 66 25 67 59 84 98 91 90 160 139 77 106 118 100 97 54 142 111 68 82 94 87 43 80 40 66 44 25 87 42 109 67 133 43 164 81 214 71 82 123 85 105 23 24 457 1,009 595 782 343 466 367 205 254 1,732 1,273 1,978 1,410 1,573 1,001 1,639 1,118 1,855 1,835 3,014 1,640 1,938 790 2,006 1,225 2,324 1,554 946 819 1,830 1,506 2,024 1,794 2,438 1,566 2,251 1,691 1,510 1,321 2,546 2,269 955 976 1,005 1,033 537 609 152 201 253 180 292 332 175 193 226 251 286 307 726 380 554 330 387 239 140 41 95 51 376 150 480 452 376 295 454 386 354 378 348 323 401 205 588 583 727 589 229 322 266 216 103 135 87 91 313 175 141 96 151 76 386 187 338 139 538 473 131 218 509 490 2030 Proposed TOD with 4Ds - AM Peak Hour Rounded Forecast Functional Class pcphpl 460 1,010 600 780 340 470 370 200 250 1,730 1,270 1,980 1,410 1,570 1,000 1,640 1,120 1,860 1,840 3,010 1,640 1,940 790 2,010 1,230 2,320 1,550 950 820 1,830 1,510 2,020 1,790 2,440 1,570 2,250 1,690 1,510 1,320 2,550 2,270 950 980 1,000 1,030 540 610 150 200 250 180 290 330 180 190 230 250 290 310 730 380 550 330 390 240 140 40 100 50 380 150 480 450 380 290 450 390 350 380 350 320 400 210 590 580 730 590 230 320 270 220 100 130 90 90 310 180 140 100 150 80 390 190 340 140 540 470 130 220 510 490 460 1,010 600 780 340 470 370 200 250 1,730 1,270 1,980 1,410 1,570 1,000 1,640 1,120 1,860 1,840 3,010 1,640 1,940 790 2,010 1,230 2,320 1,550 950 820 1,830 1,510 2,020 1,790 2,440 1,570 2,250 1,690 1,520 1,320 2,550 2,270 950 980 1,000 1,030 540 610 150 200 250 180 290 330 180 190 230 250 290 310 730 380 550 330 390 240 140 40 100 50 380 150 480 450 380 290 450 390 350 380 350 320 400 210 590 580 730 590 230 320 270 220 100 130 90 90 310 180 140 100 150 80 390 190 340 140 540 470 130 220 510 490 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 0.767 0.842 0.500 0.650 0.283 0.783 0.617 0.333 0.417 0.655 0.481 0.750 0.534 0.595 0.379 0.497 0.339 0.564 0.558 0.912 0.497 0.588 0.239 0.609 0.373 0.703 0.470 0.288 0.248 0.555 0.458 0.612 0.542 0.739 0.476 1.023 0.768 0.691 0.600 0.773 0.688 0.288 0.297 0.303 0.312 0.205 0.231 0.250 0.333 0.417 0.300 0.483 0.550 0.300 0.317 0.383 0.417 0.483 0.517 1.217 0.633 0.917 0.550 0.650 0.400 0.233 0.067 0.167 0.083 0.633 0.250 0.800 0.750 0.633 0.483 0.750 0.650 0.583 0.633 0.583 0.533 0.667 0.350 0.983 0.967 1.217 0.983 0.383 0.533 0.450 0.367 0.167 0.217 0.150 0.150 0.517 0.300 0.233 0.167 0.250 0.133 0.650 0.317 0.567 0.233 0.900 0.783 0.217 0.367 0.662 0.636 C D A B A C B A A B A C A A A A A A A E A A A B A C A A A A A B A C A F C B A C B A A A A A A A A A A A A A A A A A A F B E A B A A A A A B A C C B A C B A B A A B A E E F E A A A A A A A A A A A A A A B A A A D C A A B B 602 1,098 921 650 844 352 352 314 271 1,735 1,892 1,819 2,095 1,533 1,860 1,596 2,042 2,122 1,732 2,486 3,006 1,547 1,887 1,587 2,364 1,718 2,399 1,677 1,396 2,149 2,278 2,293 2,149 2,365 2,025 1,425 1,334 1,362 1,578 2,851 2,792 1,729 1,628 1,845 1,521 1,203 1,282 369 365 192 197 458 408 372 307 385 422 413 367 380 431 230 279 362 389 359 384 173 270 363 242 490 595 383 427 538 470 475 382 522 442 422 408 632 528 706 669 492 433 315 369 357 200 266 169 310 371 287 320 304 410 321 493 337 449 591 582 244 307 414 556 86 233 199 155 132 92 136 93 62 381 421 344 359 292 260 406 316 350 464 724 530 634 624 533 508 347 412 657 338 597 277 520 88 415 174 150 102 70 156 594 218 675 447 693 384 65 -128 144 102 120 93 186 121 251 160 215 190 158 135 142 99 77 99 130 130 45 170 64 6 108 62 175 117 153 84 196 68 125 61 237 115 192 75 136 67 204 86 291 73 142 157 184 133 168 80 141 121 172 113 187 185 208 149 273 157 150 62 63 112 5 53 612 1,094 916 649 850 476 513 317 271 1,717 1,871 1,807 2,089 1,483 1,427 1,618 1,834 1,832 2,006 2,423 2,991 1,478 1,830 1,885 2,134 1,949 2,193 1,608 1,372 2,098 2,301 2,263 2,203 2,386 1,905 2,025 1,575 1,488 1,550 2,755 2,762 1,622 1,563 1,737 1,460 554 510 360 365 190 198 445 401 349 293 359 398 402 362 368 432 234 282 359 379 368 372 173 285 360 242 476 598 377 430 523 487 234 251 497 436 400 403 633 546 700 682 463 440 309 361 343 191 250 166 297 361 273 315 286 394 313 314 308 440 595 592 102 143 434 574 2030 Proposed TOD with 4Ds - PM Peak Hour Rounded Forecast Functional Class pcphpl 610 1,090 920 650 850 480 510 320 270 1,720 1,870 1,810 2,090 1,480 1,430 1,620 1,830 1,830 2,010 2,420 2,990 1,480 1,830 1,880 2,130 1,950 2,190 1,610 1,370 2,100 2,300 2,260 2,200 2,390 1,900 2,030 1,580 1,490 1,550 2,750 2,760 1,620 1,560 1,740 1,460 550 510 360 360 190 200 440 400 350 290 360 400 400 360 370 430 230 280 360 380 370 370 170 280 360 240 480 600 380 430 520 490 230 250 500 440 400 400 630 550 700 680 460 440 310 360 340 190 250 170 300 360 270 310 290 390 310 310 310 440 600 590 100 140 430 570 610 1,090 920 650 850 480 510 320 270 1,720 1,870 1,810 2,090 1,480 1,430 1,620 1,830 1,830 2,010 2,420 2,990 1,480 1,830 1,880 2,130 1,950 2,190 1,610 1,370 2,100 2,300 2,260 2,200 2,390 1,900 2,030 1,580 1,490 1,550 2,750 2,760 1,620 1,560 1,740 1,460 550 520 360 360 190 200 440 400 350 290 360 400 400 360 370 430 230 280 360 380 370 370 170 290 360 240 480 600 380 430 520 490 230 250 500 440 400 400 630 550 700 680 460 440 310 360 340 190 250 170 300 360 270 310 290 390 310 310 310 440 600 590 100 140 440 570 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 Lanes Capacity V/C LOS 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1.017 0.908 0.767 0.542 0.708 0.800 0.850 0.533 0.450 0.652 0.708 0.686 0.792 0.561 0.542 0.491 0.555 0.555 0.609 0.733 0.906 0.448 0.555 0.570 0.645 0.591 0.664 0.488 0.415 0.636 0.697 0.685 0.667 0.724 0.576 0.923 0.718 0.677 0.705 0.833 0.836 0.491 0.473 0.527 0.442 0.208 0.197 0.600 0.600 0.317 0.333 0.733 0.667 0.583 0.483 0.600 0.667 0.667 0.600 0.617 0.717 0.383 0.467 0.600 0.633 0.617 0.617 0.283 0.483 0.600 0.400 0.800 1.000 0.633 0.717 0.867 0.817 0.383 0.417 0.833 0.733 0.667 0.667 1.050 0.917 1.167 1.133 0.767 0.733 0.517 0.600 0.567 0.317 0.417 0.283 0.500 0.600 0.450 0.517 0.483 0.650 0.517 0.517 0.517 0.733 1.000 0.983 0.167 0.233 0.571 0.740 F E C A C C D A A B C B C A A A A A B C E A A A B A B A A B B B B C A E C B C D D A A A A A A A A A A C B A A A B B A B C A A A B B B A A A A C E B C D D A A D C B B F E F F C C A A A A A A A A A A A B A A A C E E A A A C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 Roadway Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av From To Cattaraugus Hyde Park Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Adams Bl Beverlywood Florence Hyde Park Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl I-10 Adams Bl Venice Bl Washington Bl Washington Blvd I-10 Pico Bl Venice Bl Washington Bl Venice Bl I-10 Washington Blvd Venice Bl Pico Bl I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta Intitial Calculation NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 490 632 560 482 767 599 538 430 577 470 1,133 732 1,624 1,463 1,202 1,073 1,623 1,360 1,402 1,399 1,962 1,499 1,773 1,855 1,406 1,390 -50 -14 15 8 166 108 41 37 38 33 21 236 35 188 126 128 198 221 205 283 198 175 235 156 126 143 780 740 583 506 908 670 854 641 591 488 1,168 716 1,659 1,477 1,215 1,087 1,635 1,354 1,350 1,226 1,985 1,516 1,735 1,830 1,435 1,409 2030 Proposed TOD with 4Ds - AM Peak Hour Rounded Forecast Functional Class pcphpl 780 740 580 510 910 670 850 640 590 490 1,170 720 1,660 1,480 1,210 1,090 1,640 1,350 1,350 1,230 1,980 1,520 1,740 1,830 1,440 1,410 790 750 580 510 910 670 850 640 590 490 1,170 720 1,660 1,480 1,210 1,090 1,640 1,350 1,350 1,230 1,980 1,520 1,740 1,830 1,440 1,410 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 1 1 1 1 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 770 770 770 770 1540 1540 770 770 770 770 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1.026 0.974 0.753 0.662 0.591 0.435 1.104 0.831 0.766 0.636 0.760 0.468 1.078 0.961 0.786 0.708 1.065 0.877 0.877 0.799 1.286 0.987 1.130 1.188 0.935 0.916 F E C B A A F D C B C A F E C C F D D C F E F F E E 652 501 502 610 695 835 488 505 505 563 1,005 1,039 1,484 1,592 1,148 1,162 1,526 1,595 1,419 1,551 1,704 1,749 1,656 1,785 1,397 1,467 121 8 32 85 127 213 59 62 43 20 159 166 166 54 100 109 180 200 207 173 39 336 3 176 111 266 661 527 517 621 835 1,017 739 1,032 526 586 1,013 1,048 1,498 1,625 1,163 1,181 1,540 1,607 922 1,394 1,752 1,740 1,663 1,757 1,422 1,471 2030 Proposed TOD with 4Ds - PM Peak Hour Rounded Forecast Functional Class pcphpl 660 530 520 620 840 1,020 740 1,030 530 590 1,010 1,050 1,500 1,630 1,160 1,180 1,540 1,610 920 1,390 1,750 1,740 1,660 1,760 1,420 1,470 660 530 520 620 840 1,020 740 1,030 530 590 1,010 1,050 1,500 1,630 1,160 1,180 1,540 1,610 920 1,390 1,750 1,740 1,670 1,760 1,420 1,470 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 Lanes Capacity V/C LOS 1 1 1 1 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 770 770 770 770 1540 1540 770 770 770 770 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.857 0.688 0.675 0.805 0.545 0.662 0.961 1.338 0.688 0.766 0.656 0.682 0.974 1.058 0.753 0.766 1.000 1.045 0.597 0.903 1.136 1.130 1.084 1.143 0.922 0.955 D B B D A B E F B C B B E F C C E F A E F F F F E E APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 Roadway 18th St 18th St 18th St 18th St Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Beverlywood St Beverlywood St Beverlywood St Beverlywood St Cattaraugus Av Cattaraugus Av Cattaraugus Av Cattaraugus Av National Bl National Bl National Bl National Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Washington Bl Washington Bl Washington Bl Washington Bl From Beverlywood La Cienega Bl Robertson Bl Fairfax Av La Cienega Bl Coming St Robertson Bl Venice Bl La Cienega Bl La Cienega Blvd Coming St Robertson Bl Canfield Av Garth Av/Corning St Robertson Bl Robertson Bl Canfield Av I-10 Robertson Robertson Bl Canfield Av Venice Bl Robertson Bl Crenshaw Bl West Bl La Cienega Bl Venice Bl Coming St La Cienega Blvd Canfield Av Robertson Bl Robertson Bl Garth Av/Corning St Canfield Av Robertson Bl Robertson I-10 Canfield Av Robertson Bl Robertson Bl Venice Bl West Bl Crenshaw Bl Crenshaw Bl 6th Ave 6th Ave Arlington Ave National Bl La Cienega Bl La Cienega Bl Cadillac Av Cadillac Av Fairfax Av Crenshaw Bl Arlington Ave 6th Ave La Cienega Bl National Bl Cadillac Av La Cienega Bl Fairfax Av Cadillac Av Hauser Blvd Thurman Ave La Brea Av Redondo Bl West Bl La Brea Av Crenshaw Bl 6th Ave 6th Ave Thurman Ave Crenshaw Bl Thurman Ave Fairfax Ave Redondo Blvd Hauser Blvd Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av Redondo Bl Rimpau Blvd West Blvd Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Crenshaw Bl Washington Bl Washington Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl 6th Ave Redondo Bl La Brea Av La Brea Av Fairfax Ave Thurman Ave Hauser Blvd Redondo Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave 6th Ave Fairfax Ave Thurman Ave La Brea Ave Rimpau Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Fairfax Av Hauser Blvd Redondo Bl La Brea Av La Brea Av Harcourt Ave West Bl Thurman Ave West Blvd Rimpau Blvd 6th Ave Crenshaw Bl Thurman Ave Fairfax Ave Rimpau Blvd La Brea Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Hauser Blvd Fairfax Av La Brea Av Redondo Bl Harcourt Ave La Brea Av Adams Bl Adams Bl Crenshaw 6th Ave 6th Ave Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Hauser Blvd Redondo Blvd Harcourt Ave West Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Hauser Redondo Redondo La Brea Crenshaw Redondo Blvd Hauser Blvd West Blvd Harcourt Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Hauser La Brea Redondo Arlington Av Adams Bl Adams Bl Westhaven Westhaven Westhaven Westhaven Mont Clair St Mont Clair St Mont Clair St Mont Clair St Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl 7th Ave Arlington Av 9th Ave 7th Ave Hetzler Rd Rodeo Rd National Bl La Cienega Bl La Cienega Bl Hauser Blvd Buckingham Rd Crenshaw Bl Crenshaw Buckingham Rd Degnan Blvd Degnan Blvd Crenshaw Redondo Blvd Hauser Blvd Harcourt Ave La Brea Ave Farmdale Ave Harcourt Ave Buckingham Rd Farmdale Ave 7th Ave Redondo Bl La Brea Av Hauser Blvd Redondo Blvd La Brea Ave Harcourt Ave Harcourt Ave Farmdale Ave Farmdale Ave Buckingham Rd Degnan Blvd X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 7th Ave 7th Ave 9th Ave Rodeo Rd Hetzler Rd La Cienega Bl National Bl La Cienega Bl La Brea Av Redondo Bl Crenshaw Bl Hauser Blvd Existing ATSAC Coming St Thurman Ave Hauser Blvd Washington Bl Washington Bl Washington Bl Washington Bl To CattaraugusBl Robertson La Cienega Bl La Cienega Bl Fairfax Av Robertson Bl X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta Intitial Calculation NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB 373 558 539 657 313 431 333 1,395 605 590 341 153 264 309 481 613 506 347 692 681 1,410 980 1,131 1,695 1,032 1,350 1,002 1,403 1,922 2,410 1,403 2,143 1,552 2,699 1,817 2,818 1,274 2,263 691 1,583 1,307 2,410 1,810 3,212 1,450 2,391 1,893 3,234 1,041 2,042 374 1,229 277 1,138 872 1,975 730 1,384 368 2,029 806 2,310 791 1,981 964 1,526 396 1,341 563 1,230 842 1,349 444 846 428 1,207 1,006 1,491 856 1,172 713 907 162 369 189 306 213 143 32 73 1,092 1,572 1,008 1,857 503 1,589 559 1,380 222 601 321 585 392 1,244 256 706 175 930 158 600 227 16 105 148 68 81 -3 58 -18 64 46 115 78 69 -23 -74 -66 59 11 50 39 104 156 81 206 56 132 -4 130 237 74 214 189 151 261 209 177 168 216 268 252 -150 136 234 346 143 178 146 409 -162 175 130 107 101 244 147 262 72 375 75 138 174 226 187 385 29 344 136 199 34 159 30 66 163 242 173 281 23 47 43 89 194 320 9 14 -4 -66 61 67 13 33 39 93 27 94 27 178 157 176 81 132 165 251 -1 120 86 186 92 189 75 139 93 164 347 534 667 457 460 458 850 604 588 336 155 268 350 580 700 179 239 711 702 976 1,120 898 1,702 1,056 1,270 1,010 1,388 1,938 2,462 1,399 2,168 1,576 2,727 1,834 2,867 1,280 2,290 1,473 1,770 1,110 1,533 1,775 3,158 1,429 2,368 1,872 3,171 1,210 2,016 268 440 834 2,073 943 1,249 740 1,352 363 2,015 785 2,278 766 1,921 964 1,477 383 1,346 768 1,243 875 1,555 986 1,432 405 1,164 1,009 1,489 856 1,164 681 857 77 81 150 100 221 146 31 68 1,122 1,597 993 1,899 523 1,668 561 1,397 227 600 508 1,349 400 1,230 251 685 167 908 153 585 218 2030 Proposed TOD with 4Ds - AM Peak Hour Rounded Forecast Functional Class pcphpl 160 350 530 670 460 460 460 850 600 590 340 150 270 350 580 700 180 240 710 700 980 1,120 900 1,700 1,060 1,270 1,010 1,390 1,940 2,460 1,400 2,170 1,580 2,730 1,830 2,870 1,280 2,290 1,470 1,770 1,110 1,530 1,770 3,160 1,430 2,370 1,870 3,170 1,210 2,020 270 440 830 2,070 940 1,250 740 1,350 360 2,020 790 2,280 770 1,920 960 1,480 380 1,350 770 1,240 870 1,550 990 1,430 400 1,160 1,010 1,490 860 1,160 680 860 80 80 150 100 220 150 30 70 1,120 1,600 990 1,900 520 1,670 560 1,400 230 600 510 1,350 400 1,230 250 680 170 910 150 590 220 160 350 530 670 460 470 460 860 600 590 340 150 270 360 590 710 180 240 710 700 980 1,120 900 1,700 1,060 1,270 1,020 1,390 1,940 2,460 1,400 2,170 1,580 2,730 1,830 2,870 1,280 2,290 1,470 1,770 1,120 1,530 1,770 3,160 1,430 2,370 1,870 3,170 1,220 2,020 270 440 830 2,070 940 1,250 740 1,350 360 2,020 790 2,280 770 1,920 960 1,480 380 1,350 770 1,240 870 1,550 990 1,430 400 1,160 1,010 1,490 860 1,160 680 860 80 80 160 110 220 150 30 70 1,120 1,600 990 1,900 520 1,670 560 1,400 230 600 510 1,350 410 1,230 250 680 170 910 150 590 220 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1760 2640 1760 2640 1760 2640 1760 2640 1760 1760 1760 2640 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.267 0.583 0.883 1.117 0.767 0.783 0.261 0.489 1.000 0.983 0.567 0.250 0.450 0.600 0.983 1.183 0.300 0.400 0.922 0.909 0.636 0.727 0.511 0.966 0.688 0.825 0.662 0.903 0.840 1.065 0.606 0.939 0.684 1.182 0.792 1.242 0.554 0.991 0.636 0.766 0.485 0.662 0.766 1.368 0.619 1.026 0.810 1.372 0.528 0.874 0.153 0.167 0.472 0.784 0.534 0.473 0.420 0.511 0.205 1.148 0.449 0.864 0.438 0.727 0.545 0.561 0.216 0.767 0.438 0.705 0.494 0.881 0.563 0.813 0.227 0.659 0.574 0.847 0.489 0.659 0.386 0.489 0.133 0.133 0.267 0.183 0.367 0.250 0.050 0.117 0.727 1.039 0.643 1.234 0.338 1.084 0.364 0.909 0.149 0.390 0.331 0.877 0.266 0.799 0.162 0.442 0.110 0.591 0.097 0.383 0.143 A A D F C C A A E E A A A A E F A A E E B C A E B D B E D F B E B F C F A E B C A B C F B F D F A D A A A C A A A A A F A D A C A A A C A C A D A D A B A D A B A A A A A A A A A A C F B F A F A E A A A D A C A A A A A A A 490 358 703 601 466 332 725 1,231 767 538 221 365 494 344 650 631 495 336 753 602 1,675 959 1,513 1,175 1,372 996 1,503 1,082 2,865 2,171 1,753 1,980 2,617 2,068 2,772 2,209 2,269 1,786 2,137 1,250 2,442 1,990 2,786 2,488 2,337 1,917 2,965 2,709 1,968 1,528 1,179 698 971 753 1,363 1,372 1,168 1,055 1,048 1,622 1,263 1,298 1,306 1,453 1,313 1,277 1,168 830 1,250 851 1,444 1,131 984 626 1,169 813 1,476 1,221 1,198 918 1,040 780 351 242 425 256 204 201 180 50 1,643 1,288 1,769 1,312 1,493 1,217 1,290 1,144 898 446 906 545 1,219 990 1,108 701 1,327 746 892 416 951 87 107 180 57 -27 59 -49 104 56 60 76 143 71 111 -16 41 38 48 -40 53 155 254 170 197 94 142 250 46 421 323 198 259 383 361 459 197 526 235 680 306 407 107 499 367 481 172 399 249 203 -17 219 292 335 469 207 729 249 536 174 146 106 620 207 783 283 622 237 278 269 146 235 251 320 179 332 291 198 192 207 123 383 138 62 23 39 25 108 83 103 27 133 177 192 113 276 200 369 324 319 188 522 303 256 242 495 351 508 444 340 193 601 363 349 700 618 540 379 400 1,336 767 530 224 359 509 343 690 644 262 170 820 614 1,759 882 1,341 1,174 1,398 978 1,468 1,078 2,871 2,169 1,765 1,996 2,619 2,061 2,153 2,075 2,308 2,046 1,587 1,225 1,709 1,209 2,706 2,436 2,261 1,894 2,902 2,677 1,939 1,550 562 593 1,490 1,181 1,202 1,427 1,157 987 1,025 1,602 1,248 1,197 1,272 1,323 1,266 1,178 1,167 812 1,424 852 1,446 1,010 1,497 999 1,117 772 1,445 1,190 1,173 903 979 765 122 89 133 171 200 199 166 52 1,661 1,297 1,790 1,324 1,490 1,096 1,268 1,130 866 427 835 512 1,184 952 1,033 652 1,243 680 843 391 851 2030 Proposed TOD with 4Ds - PM Peak Hour Rounded Forecast Functional Class pcphpl 360 350 700 620 540 380 400 1,340 770 530 220 360 510 340 690 640 260 170 820 610 1,760 880 1,340 1,170 1,400 980 1,470 1,080 2,870 2,170 1,760 2,000 2,620 2,060 2,150 2,070 2,310 2,050 1,590 1,230 1,710 1,210 2,710 2,440 2,260 1,890 2,900 2,680 1,940 1,550 560 590 1,490 1,180 1,200 1,430 1,160 990 1,020 1,600 1,250 1,200 1,270 1,320 1,270 1,180 1,170 810 1,420 850 1,450 1,010 1,500 1,000 1,120 770 1,450 1,190 1,170 900 980 770 120 90 130 170 200 200 170 50 1,660 1,300 1,790 1,320 1,490 1,100 1,270 1,130 870 430 830 510 1,180 950 1,030 650 1,240 680 840 390 850 360 350 700 620 550 380 410 1,340 770 530 220 360 510 340 700 640 260 170 830 610 1,760 880 1,340 1,170 1,400 980 1,470 1,080 2,870 2,170 1,760 2,000 2,620 2,060 2,150 2,070 2,310 2,050 1,590 1,230 1,710 1,210 2,710 2,440 2,260 1,890 2,900 2,680 1,940 1,560 560 590 1,490 1,180 1,200 1,430 1,160 990 1,020 1,600 1,250 1,200 1,270 1,320 1,270 1,180 1,170 810 1,420 850 1,450 1,010 1,500 1,000 1,120 770 1,450 1,190 1,170 900 980 770 120 90 130 170 200 200 170 50 1,660 1,300 1,790 1,320 1,490 1,100 1,270 1,130 870 430 830 510 1,180 950 1,030 650 1,240 680 840 390 850 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 Lanes Capacity V/C LOS 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 2 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.600 0.583 1.167 1.033 0.917 0.633 0.233 0.761 1.283 0.883 0.367 0.600 0.850 0.567 1.167 1.067 0.433 0.283 1.078 0.792 1.143 0.571 0.761 0.665 0.909 0.636 0.955 0.701 1.242 0.939 0.762 0.866 1.134 0.892 0.931 0.896 1.000 0.887 0.688 0.532 0.740 0.524 1.173 1.056 0.978 0.818 1.255 1.160 0.840 0.675 0.318 0.335 0.564 0.670 0.455 0.813 0.659 0.563 0.580 0.909 0.473 0.682 0.481 0.750 0.722 0.670 0.665 0.460 0.807 0.483 0.824 0.574 0.852 0.568 0.636 0.438 0.824 0.676 0.665 0.511 0.557 0.438 0.200 0.150 0.217 0.283 0.333 0.333 0.283 0.083 1.078 0.844 1.162 0.857 0.968 0.714 0.825 0.734 0.565 0.279 0.539 0.331 0.766 0.617 0.669 0.422 0.805 0.442 0.545 0.253 0.552 A A F F E B A C F D A A D A F F A A F C F A C B E B E C F E C D F D E D E D B A C A F F E D F F D B A A A B A D B A A E A B A C C B B A D A D A D A B A D B B A A A A A A A A A A A F D F D E C D C A A A A C B B A D A A A A APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 Roadway Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Exposition Bl Exposition Bl Exposition Bl Exposition Bl Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl 39th St 39th St 39th St 39th St Don Miguel Dr Don Miguel Dr Don Felipe Don Felipe Santa Rosalia Santa Rosalia Santa Rosalia Santa Rosalia Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St 42nd St 42nd St Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av From To Cattaraugus 7th Ave 7th Ave 3rd Ave 3rd Ave Arlington Ave La Brea Av Crenshaw Bl Crenshaw Bl Arlington Av Jefferson Bl La Cienega Bl La Cienega Bl Beverlywood Degnan Blvd 3rd Ave 7th Ave Arlington Ave 3rd Ave Crenshaw Bl La Brea Av Arlington Av Crenshaw Bl La Cienega Bl Jefferson Bl Hauser Blvd La Cienega Bl La Brea Av Redondo Bl Martin Luther King Jr Bl La Brea Av Redondo Bl La Brea Av La Brea Av Martin Luther King Jr Bl Farmdale Ave Buckingham Rd Crenshaw Bl Degnan Ave Hauser Blvd Redondo Blvd Martin Luther King Jr Blvd Farmdale Ave Buckingham Rd Crenshaw Blvd Degnan Ave 7th Ave 7th Ave Dublin Ave Dublin Ave 3rd Ave 3rd Ave Arlington Ave Clyde Du Ray Du Ray La Brea La Brea Av Hauser Blvd Buckingham Rd Farmdale Ave Degnan Ave Crenshaw Bl Redondo Blvd Hauser Blvd Farmdale Ave Martin Luther King Jr Blvd Crenshaw Blvd Buckingham Rd 7th Ave Degnan Ave Dublin Ave 7th Ave 3rd Ave Dublin Ave Arlington Ave 3rd Ave Du Ray Clyde La Brea Du Ray La Brea Av Buckingham Buckingham Crenshaw Buckingham Buckingham Crenshaw Degnan Ave Westside Ave Westside Ave Degnan Ave Martin Luther King Jr Blvd Santa Rosalia Dr Chesapeake Ave Martin Luther King Jr Blvd Degnan Ave Crenshaw Ave 7th Ave Westside Ave Coliseum St Buckingham Rd Buckingham Rd Coliseum St Degnan St Degnan St Santa Rosalia Dr Crenshaw Degnan Degnan Leimert Santa Rosalia Dr Crenshaw BLvd Stocker Plaza Arlington Av X X X X X X X X X X X X X X X X X X X X X X X X X X Chesapeake Ave Santa Rosalia Dr Martin Luther King Jr Blvd Martin Luther King Jr Blvd Chesapeake Ave Crenshaw Ave Degnan Ave Westside Ave 7th Ave Leimert Arlington Coliseum St Rodeo Rd Degnan St Westside Ave Westside Ave Dublin Ave Buckingham Rd Crenshaw Bl Crenshaw Bl Arlington Av Don Lorenzo Dr Don Felipe Dr Don Miguel Stocker Hillcrest Stocker Hillcrest Coliseum La Brea Existing ATCS X X X X X Santa Rosalia Dr Santa Rosalia Dr Chesapeake Ave Crenshaw Bl Existing ATSAC Crenshaw Bl Arlington Leimert Rodeo Rd Coliseum St Westside Ave Degnan St Dublin Ave Westside Ave Crenshaw Bl Buckingham Rd Arlington Av Crenshaw Bl Don Felipe Dr Don Lorenzo Dr Stocker Don Miguel Stocker Hillcrest Coliseum Hillcrest X X X X X X X X X X X X Santa Rosalia Dr La Brea Degnan Crenshaw Leimert Degnan Crenshaw BLvd Santa Rosalia Dr Arlington Av Stocker Plaza Westside Ave Dublin Ave Dublin Ave Westside Ave Leimert Blvd Westside Ave Dublin Ave Arlington Ave West Bl Crenshaw Bl 4th Arlington Crenshaw Blvd 9th Ave 9th Ave 7th Ave 7th Ave 4th Ave Angeles Vista Bl Westside Ave Leimert Blvd Arlington Ave Dublin Ave Crenshaw Bl West Bl Arlington 4th 9th Ave Crenshaw Blvd 7th Ave 9th Ave 4th Ave 7th Ave West Blvd 8th St Angeles Vista Bl Van Ness Av Van Ness Av West Blvd Crenshaw Blvd Crenshaw Blvd West Blvd West Blvd 8th St X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta Intitial Calculation NB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 514 294 559 566 781 298 403 208 494 1,151 1,748 1,107 1,983 1,067 1,518 1,189 1,644 406 497 902 980 922 1,446 295 292 526 637 624 815 779 1,032 1,062 1,090 1,096 1,155 255 574 174 431 527 462 301 235 201 300 345 404 531 394 765 654 362 434 539 604 1,409 1,716 569 1,087 1,542 1,723 850 1,366 447 976 513 1,011 170 273 257 331 180 381 66 185 201 161 121 166 592 717 246 324 399 582 863 815 192 186 780 855 610 561 947 1,059 466 518 294 600 279 427 235 450 338 670 752 1,886 802 1,151 1,092 1,503 233 93 317 102 413 3 46 -95 27 169 45 92 90 368 340 196 45 65 171 325 73 91 18 51 66 39 187 174 89 114 204 191 319 194 340 18 73 0 22 85 65 49 46 82 70 39 129 42 -5 104 214 66 155 78 193 287 -52 182 214 2 35 164 -22 98 206 115 228 30 17 -26 165 49 110 -3 23 153 91 47 60 273 130 64 -18 76 67 297 135 87 113 108 177 69 104 166 320 159 114 65 141 64 52 25 52 64 149 139 46 75 170 120 103 484 288 514 555 714 313 408 80 513 1,160 1,797 1,127 2,025 1,027 1,493 1,194 1,678 414 482 871 1,001 916 1,445 292 285 523 606 595 804 765 1,000 1,040 1,046 1,072 1,104 145 331 120 278 541 464 221 158 249 248 352 397 525 400 757 628 355 409 535 581 919 520 551 1,089 1,172 1,269 826 1,390 432 942 496 980 295 284 280 408 191 382 30 69 477 446 389 370 558 719 303 230 173 206 817 802 192 184 790 848 608 547 928 1,007 453 525 414 708 273 424 241 443 333 654 1,046 1,658 1,062 1,231 1,080 1,495 2030 Proposed TOD with 4Ds - AM Peak Hour Rounded Forecast Functional Class pcphpl 480 290 510 560 710 310 410 80 510 1,160 1,800 1,130 2,020 1,030 1,490 1,190 1,680 410 480 870 1,000 920 1,450 290 290 520 610 600 800 760 1,000 1,040 1,050 1,070 1,100 150 330 120 280 540 460 220 160 250 250 350 400 530 400 760 630 360 410 530 580 920 520 550 1,090 1,170 1,270 830 1,390 430 940 500 980 290 280 280 410 190 380 30 70 480 450 390 370 560 720 300 230 170 210 820 800 190 180 790 850 610 550 930 1,010 450 530 410 710 270 420 240 440 330 650 1,050 1,660 1,060 1,230 1,080 1,500 480 290 510 560 710 320 410 90 510 1,160 1,800 1,130 2,020 1,030 1,490 1,190 1,680 410 480 870 1,000 920 1,450 290 290 520 610 600 800 760 1,000 1,040 1,050 1,070 1,100 150 330 130 280 540 460 220 160 250 250 350 400 530 410 760 630 360 410 530 580 920 530 550 1,090 1,180 1,270 830 1,400 430 940 500 980 290 280 290 410 190 380 40 70 480 450 390 370 560 720 300 240 170 210 820 800 190 180 790 850 610 550 930 1,010 450 530 410 710 270 420 240 440 330 650 1,050 1,660 1,060 1,230 1,080 1,500 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 2 2 2 2 2 3 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 2 2 2 2 2 3 2 2 2 2 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 1760 1760 1760 1760 1760 1760 1540 1540 1540 1540 1760 1760 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 2640 2640 1760 1760 1760 1760 1760 2640 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 1540 1540 1540 1540 1760 2640 1760 1760 1760 1760 0.312 0.188 0.331 0.364 0.461 0.533 0.683 0.075 0.425 0.659 1.023 0.642 1.148 0.585 0.847 0.676 0.955 0.266 0.312 0.565 0.649 0.523 0.824 0.188 0.188 0.338 0.396 0.390 0.519 0.494 0.649 0.675 0.682 0.695 0.714 0.250 0.550 0.217 0.467 0.900 0.767 0.367 0.267 0.417 0.417 0.583 0.667 0.883 0.683 1.267 1.050 0.600 0.683 0.883 0.967 0.348 0.201 0.313 0.619 0.670 0.722 0.472 0.530 0.244 0.534 0.284 0.557 0.483 0.467 0.483 0.683 0.317 0.633 0.067 0.117 0.400 0.375 0.325 0.308 0.467 0.600 0.500 0.400 0.283 0.350 0.466 0.455 0.317 0.300 0.513 0.552 0.396 0.357 0.604 0.656 0.584 0.688 0.266 0.461 0.351 0.545 0.156 0.286 0.214 0.422 0.597 0.629 0.602 0.699 0.614 0.852 A A A A A A B A A B F B F A D B E A A A B A D A A A A A A A B B B B C A A A A D C A A A A A B D B F F A B D E A A A B B C A A A A A A A A A B A B A A A A A A A A A A A A A A A A A A A A B B A B A A A A A A A A A B B B B D 524 972 535 1,182 767 438 371 917 404 1,889 1,291 2,296 1,592 1,902 1,295 1,662 1,529 613 467 1,185 895 1,780 1,169 396 324 874 638 953 644 1,140 815 1,392 1,124 1,543 1,156 550 496 293 310 588 521 256 330 317 376 463 368 478 505 720 811 508 416 617 569 1,860 1,621 1,206 967 1,655 1,606 1,257 1,180 1,142 796 1,088 811 331 211 541 320 423 214 169 81 210 402 228 226 1,009 746 360 332 538 501 1,110 991 251 178 1,051 683 887 479 1,207 961 626 515 646 387 412 356 479 292 696 426 1,295 1,417 1,131 861 1,422 1,425 291 547 251 621 305 81 66 378 153 205 155 293 138 395 407 176 302 177 151 52 183 217 70 129 40 170 185 20 127 185 132 359 281 456 277 73 110 22 35 120 121 97 50 80 177 142 67 109 65 218 190 186 111 153 88 111 276 358 220 156 -301 40 276 383 134 325 102 74 -20 152 190 57 74 8 1 84 299 137 78 170 241 125 117 150 126 116 223 111 122 204 145 120 128 316 301 148 144 259 125 103 124 156 78 257 126 30 361 172 134 204 174 483 885 499 1,087 724 438 375 815 438 1,911 1,300 2,314 1,615 1,879 1,259 1,676 1,522 607 456 1,213 893 1,751 1,158 378 323 852 614 957 626 1,114 800 1,339 1,084 1,470 1,111 561 492 479 319 590 631 251 331 317 357 458 386 461 494 692 788 485 402 598 564 1,892 1,620 1,178 953 1,370 1,170 1,253 1,140 1,079 782 1,041 795 332 340 527 308 428 222 186 91 210 369 225 225 1,251 1,130 644 588 525 495 1,097 956 252 172 1,050 681 870 467 1,164 921 623 510 616 384 396 343 460 285 654 415 1,355 1,421 1,404 862 1,390 1,405 2030 Proposed TOD with 4Ds - PM Peak Hour Rounded Forecast Functional Class pcphpl 480 890 500 1,090 720 440 380 820 440 1,910 1,300 2,310 1,620 1,880 1,260 1,680 1,520 610 460 1,210 890 1,750 1,160 380 320 850 610 960 630 1,110 800 1,340 1,080 1,470 1,110 560 490 480 320 590 630 250 330 320 360 460 390 460 490 690 790 480 400 600 560 1,890 1,620 1,180 950 1,370 1,170 1,250 1,140 1,080 780 1,040 800 330 340 530 310 430 220 190 90 210 370 220 230 1,250 1,130 640 590 530 490 1,100 960 250 170 1,050 680 870 470 1,160 920 620 510 620 380 400 340 460 290 650 410 1,360 1,420 1,400 860 1,390 1,400 480 890 500 1,090 720 440 380 820 440 1,910 1,300 2,310 1,620 1,880 1,260 1,680 1,520 610 460 1,210 890 1,750 1,160 380 320 850 610 960 630 1,110 800 1,340 1,080 1,470 1,110 560 490 480 320 590 630 250 330 320 360 460 390 460 490 690 790 480 400 600 560 1,890 1,620 1,180 950 1,370 1,180 1,250 1,140 1,080 780 1,040 800 330 350 530 310 430 220 190 100 210 370 220 230 1,250 1,130 640 590 530 490 1,100 960 250 170 1,050 680 870 470 1,160 920 620 510 620 380 400 340 460 290 650 410 1,360 1,420 1,400 860 1,390 1,400 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 Lanes Capacity V/C LOS 2 2 2 2 2 1 1 2 2 2 2 3 2 3 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 2 2 2 3 2 3 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 2 2 2 2 2 3 2 2 2 2 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 2640 1760 2640 1760 1760 1760 1540 1540 1540 1540 2640 2640 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 2640 2640 1760 1760 1760 2640 1760 2640 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 1540 1540 1540 1540 1760 2640 1760 1760 1760 1760 0.312 0.578 0.325 0.708 0.468 0.733 0.633 0.683 0.367 1.085 0.739 0.875 0.920 0.712 0.716 0.955 0.864 0.396 0.299 0.786 0.578 0.663 0.439 0.247 0.208 0.552 0.396 0.623 0.409 0.721 0.519 0.870 0.701 0.955 0.721 0.933 0.817 0.800 0.533 0.983 1.050 0.417 0.550 0.533 0.600 0.767 0.650 0.767 0.817 1.150 1.317 0.800 0.667 1.000 0.933 0.716 0.614 0.670 0.540 0.778 0.447 0.710 0.432 0.614 0.443 0.591 0.455 0.550 0.583 0.883 0.517 0.717 0.367 0.317 0.167 0.175 0.308 0.183 0.192 1.042 0.942 1.067 0.983 0.883 0.817 0.625 0.545 0.417 0.283 0.682 0.442 0.565 0.305 0.753 0.597 0.805 0.662 0.403 0.247 0.519 0.442 0.299 0.188 0.422 0.266 0.773 0.538 0.795 0.489 0.790 0.795 A A A C A C B B A F C D E C C E D A A C A B A A A A A B A C A D C E C E D C A E F A A A A C B C D F F C B E E C B B A C A C A B A A A A A D A C A A A A A A A F E F E D D B A A A B A A A C A D B A A A A A A A A C A C A C C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 Roadway From To Cattaraugus Crenshaw Blvd 8th St Overhill Alviso Alviso Beverlywood 8th St Crenshaw Blvd Alviso Overhill West Blvd Alviso Crenshaw Bl 8th St 8th St Florence Av Florence Av West Blvd Crenshaw Blvd 8th St 4th Ave 4th Ave Arlington Ave West Bl Crenshaw Bl Crenshaw 8th 8th Van Ness West Bl Crenshaw Bl Crenshaw 4th 4th Van Ness West Bl Crenshaw Bl Crenshaw Bl Crenshaw Blvd West Blvd 4th Ave 8th St Arlington Ave 4th Ave Crenshaw Bl West Bl 8th Crenshaw Van Ness 8th Crenshaw Bl West Bl 4th Crenshaw Van Ness 4th Crenshaw Bl West Bl Florence Av Florence Av 8th Ave 4th Ave 4th Ave 8th Ave Florence Av Florence Av Crenshaw Blvd 8th St 4th Ave Arlington Ave Crenshaw Bl Van Ness Av Crenshaw Bl 8th Av 8th St Crenshaw Blvd Arlington Ave 4th Ave Van Ness Av Crenshaw Bl 8th Av Crenshaw Bl Slauson Av Slauson Av 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St Hyde Park Bl Hyde Park Bl Hyde Park Hyde Park Hyde Park Hyde Park Bl Bl Bl Bl 67th St 67th St 67th St 67th St 67th St 67th St Florence Av Florence Av 76th St 76th St 79th St 79th St Existing ATSAC Existing ATCS X X West Blvd X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta Intitial Calculation NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 983 1,232 92 174 88 294 164 424 366 439 114 194 209 239 401 498 323 390 401 447 369 353 76 236 115 256 1,171 2,152 1,417 2,307 1,314 2,141 1,444 2,318 103 175 93 141 159 90 18 76 27 -26 14 131 108 213 12 76 -8 48 52 63 9 -8 17 2 101 64 10 44 10 87 62 53 165 162 131 62 164 156 28 87 12 41 963 1,225 65 163 82 160 172 419 350 408 120 183 220 240 404 512 217 420 214 241 364 353 58 107 58 182 1,191 2,204 1,397 2,055 1,299 2,132 1,426 2,300 114 172 110 154 Total 443,507 59,093 2030 Proposed TOD with 4Ds - AM Peak Hour Rounded Forecast Functional Class pcphpl 960 1,230 70 160 80 160 170 420 350 410 120 180 220 240 400 510 220 420 210 240 360 350 60 110 60 180 1,190 2,200 1,400 2,050 1,300 2,130 1,430 2,300 110 170 110 150 960 1,230 70 160 80 170 170 420 350 410 120 180 230 240 400 510 220 430 210 250 360 350 60 110 60 180 1,190 2,200 1,400 2,050 1,300 2,130 1,430 2,300 110 170 110 150 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 Lanes Capacity V/C LOS Model Model Delta Intitial Calculation 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.545 0.699 0.117 0.267 0.133 0.283 0.283 0.700 0.583 0.683 0.200 0.300 0.383 0.400 0.519 0.662 0.286 0.558 0.273 0.325 0.600 0.583 0.100 0.183 0.100 0.300 0.451 0.833 0.530 0.777 0.492 0.807 0.542 0.871 0.183 0.283 0.183 0.250 A B A A A A A B A B A A A A A B A A A A A A A A A A A D A C A D A D A A A A 1,326 1,077 204 135 267 149 346 282 613 420 171 165 248 195 574 518 387 297 428 396 598 357 253 179 320 186 1,677 1,611 2,266 1,876 2,034 1,674 2,391 1,814 221 127 254 67 199 164 79 64 113 88 129 145 209 158 92 91 116 11 131 113 31 49 62 10 156 135 163 70 159 104 223 281 317 422 143 218 410 371 150 44 151 -5 1,296 1,057 206 143 264 153 338 271 585 401 156 156 237 199 579 524 396 301 432 409 600 352 236 178 313 187 1,686 1,614 2,264 1,851 2,019 1,642 2,332 1,759 215 136 246 90 504,150 92,583 443,430 2030 TOD Proposed with 4Ds AM LOS D or Better 430 Los E 38 Los F 40 Los E or F 78 Total 508 2030 Proposed TOD with 4Ds - PM Peak Hour Rounded Forecast Functional Class pcphpl 1,300 1,060 210 140 260 150 340 270 580 400 160 160 240 200 580 520 400 300 430 410 600 350 240 180 310 190 1,690 1,610 2,260 1,850 2,020 1,640 2,330 1,760 220 140 250 90 1,300 1,060 210 140 260 150 340 270 580 400 160 160 240 200 580 520 400 300 430 410 600 350 240 180 310 190 1,690 1,610 2,260 1,850 2,020 1,640 2,330 1,760 220 140 250 100 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 Lanes Capacity V/C LOS 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.739 0.602 0.350 0.233 0.433 0.250 0.567 0.450 0.967 0.667 0.267 0.267 0.400 0.333 0.753 0.675 0.519 0.390 0.558 0.532 1.000 0.583 0.400 0.300 0.517 0.317 0.640 0.610 0.856 0.701 0.765 0.621 0.883 0.667 0.367 0.233 0.417 0.167 C B A A A A A A E B A A A A C B A A A A E A A A A A B B D C C B D B A A A A 499,640 2030 TOD Proposed with 4Ds PM LOS D or Better 407 Los E 47 Los F 54 Los E or F 101 Total 508 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 Roadway Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St La Cienega Ave La Cienega Ave La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Clyde Av Clyde Av Thurman Av Thurman Av Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Du Ray / Sanchez Du Ray / Sanchez Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av From Cattaraugus Beverlywood National Blvd Cataraugus Ave Beverlywood St 18th St Beverlywood St Cadillac Av Venice Blvd Beverlywood St Washington Bl La Cienega Bl Wrightcrest Dr Rodeo Rd Rodeo Rd Jefferson Bl Fairfax Ave Washington Bl Washington Bl Venice Bl Venice Bl Cadillac Av Cadillac Av 18th St Wrightcrest Dr Rodeo Rd Jefferson Blvd Fairfax Ave La Cienega Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl 18th St Coliseum St Rodeo Rd Washington Bl Venice Bl Jefferson Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Cochran Coliseum St Rodeo Rd Jefferson Bl Westhaven Adams Bl Westhaven Jefferson Bl Adams Bl Washington Bl Washington Bl Venice Bl Fairview Slauson Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl To Beverlywood Cattaraugus Cataraugus Ave National Blvd 18th St Beverlywood St Cadillac Av Beverlywood St Beverlywood St Venice Blvd La Cienega Bl Washington Bl Rodeo Rd Wrightcrest Dr Jefferson Bl Rodeo Rd Washington Bl Fairfax Ave I-10 Venice Bl Washington Bl Cadillac Av Venice Bl 18th St Cadillac Av Rodeo Rd Wrightcrest Dr Fairfax Ave Jefferson Blvd Adams Bl La Cienega Bl Washington Bl Adams Bl Venice Bl Washington Bl 18th St Venice Bl Rodeo Rd Coliseum St Venice Bl Washington Bl Adams Bl Jefferson Bl Washington Bl Adams Bl Venice Bl Washington Bl Coliseum St Cochran Jefferson Bl Rodeo Rd Adams Bl Westhaven Jefferson Bl Westhaven Washington Bl Adams Bl Venice Bl Washington Bl Slauson Fairview Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl Washington Bl Washington Bl Venice Bl Adams Blvd I-10 Veronica St Coliseum St Venice Bl Washington Bl I-10 Adams Blvd Coliseum St Veronica St I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 75 76 Rimpau Bl Rimpau Bl 21st St Washington Bl Washington Bl 21st St NB SB 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 Rimpau Bl Rimpau Bl Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Hillcrest Hillcrest Hillcrest Hillcrest Farmdale Av Farmdale Av Chesapeake Av Chesapeake Av Alviso Av Alviso Av Alviso Av Alviso Av Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Washington Bl Venice Bl Exposition Bl Jefferson Bl Jefferson Bl Adams Bl Adams Bl 21st St Santa Rosalia Santo Tomas Santa Rosalia Martin Luther King Jr Bl Rodeo Rd Jefferson Bl Coliseum St Rodeo Rd 60th Slauson Av 60th 64th Coliseum St Rodeo Rd Coliseum St 39th Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Martin Luther King Jr Blvd 39th St Venice Bl Washington Bl Jefferson Bl Exposition Bl Adams Bl Jefferson Bl 21st St Adams Bl Santo Tomas Santa Rosalia Martin Luther King Jr Bl Santa Rosalia Jefferson Bl Rodeo Rd Rodeo Rd Coliseum St Slauson Av 60th 64th 60th Rodeo Rd Coliseum St 39th Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl 39th St Martin Luther King Jr Blvd NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 107 108 West Bl West Bl Adams Bl Washington Bl Washington Bl Adams Bl NB SB 109 110 111 West Bl West Bl West Bl Washington Bl Venice Bl Venice Bl Venice Bl Washington Bl Pico Bl NB SB NB Model 1,284 993 858 1,501 1,157 908 430 291 445 220 387 574 2,454 2,936 2,531 2,756 1,857 1,280 2,873 2,019 2,489 3,392 3,070 2,917 2,454 2,936 2,922 2,914 1,263 1,591 1,520 1,480 1,241 1,268 839 652 524 249 512 92 229 358 343 532 443 384 157 80 238 242 316 267 246 351 355 422 573 568 1,469 1,352 2,541 2,020 3,157 2,614 2,505 2,455 2,076 2,161 2,515 2,034 2,528 2,578 2,259 1,899 373 342 86 68 418 390 437 413 414 407 390 564 435 244 422 287 435 358 357 100 24 139 405 417 373 400 425 339 495 462 479 387 487 491 585 434 591 Model Delta 257 172 -21 31 115 133 154 66 113 75 -62 193 -70 208 71 235 -11 44 -34 223 -35 156 -35 232 -70 208 47 130 63 48 128 51 105 91 33 58 60 14 169 21 63 58 87 119 20 26 65 18 -160 -244 -89 -186 -175 -43 96 29 97 27 92 30 72 89 301 422 191 253 305 165 171 367 169 269 20 62 69 142 71 68 223 223 50 90 94 143 73 118 61 52 48 148 28 183 -29 16 5 55 53 77 98 67 65 85 36 48 95 118 101 89 56 40 61 2030 Proposed TOD with 4Ds No Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 1,535 1,530 1,530 secondary highway 770 2 1,744 863 1,506 1,146 891 418 295 434 213 418 561 2,542 2,974 2,669 2,795 2,951 2,407 2,962 2,036 2,231 3,460 3,161 1,843 2,472 2,904 2,919 2,899 1,302 1,630 1,547 1,512 1,257 1,286 868 669 540 261 500 108 232 368 342 539 467 392 94 45 410 580 486 185 104 484 490 344 581 382 1,717 1,055 1,970 1,694 3,191 2,612 2,539 2,481 2,734 2,347 2,553 2,026 2,500 2,534 2,257 1,892 378 338 89 76 396 366 441 415 408 399 360 489 301 213 430 273 454 342 96 113 94 136 414 274 292 376 434 341 470 480 469 369 594 414 597 443 611 secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway V/C LOS 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1540 1540 1540 1540 1540 1540 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 600 600 600 600 770 770 770 770 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 0.984 1.120 0.555 0.971 0.737 0.568 0.690 0.473 0.707 0.340 0.479 0.626 0.956 1.115 1.001 1.051 1.111 0.903 1.115 0.763 0.838 1.301 1.191 0.687 0.929 1.088 1.096 1.088 0.729 0.916 0.871 0.848 0.706 0.723 0.979 0.751 0.890 0.423 0.823 0.173 0.373 0.607 0.557 0.890 0.773 0.640 0.140 0.073 0.535 0.756 0.823 0.307 0.173 0.807 0.626 0.432 0.743 0.484 0.967 0.587 0.736 0.630 1.198 0.979 0.952 0.929 1.024 0.880 0.956 0.759 0.937 0.948 0.846 0.706 E F A E C A B A C A A B E F F F F E F C D F F B E F F F C E D D C C E C D A D A A B A D C B A A A C D A A D B A C A E A C B F E E E F D E C E E D C 1,740 860 1,510 1,150 890 420 290 430 210 420 560 2,540 2,970 2,670 2,800 2,950 2,410 2,960 2,040 2,230 3,460 3,160 1,840 2,470 2,900 2,920 2,900 1,300 1,630 1,550 1,510 1,260 1,290 870 670 540 260 500 110 230 370 340 540 470 390 90 50 410 580 490 180 100 480 490 340 580 380 1,720 1,050 1,970 1,690 3,190 2,610 2,540 2,480 2,730 2,350 2,550 2,030 2,500 2,530 2,260 1,890 1,740 870 1,510 1,150 890 420 290 430 210 430 560 2,550 2,970 2,670 2,800 2,960 2,410 2,970 2,040 2,240 3,460 3,170 1,840 2,480 2,900 2,920 2,900 1,300 1,630 1,550 1,510 1,260 1,290 870 670 540 260 500 110 230 370 340 540 470 390 90 50 420 590 500 190 110 490 490 340 580 380 1,720 1,050 1,970 1,690 3,190 2,610 2,540 2,480 2,730 2,350 2,550 2,030 2,500 2,530 2,260 1,890 380 340 380 340 collector collector 600 600 1 1 600 600 0.623 0.557 B A 90 80 400 370 440 410 410 400 360 490 300 210 430 270 450 340 100 110 90 140 410 270 290 380 430 340 470 480 470 370 90 80 400 370 440 410 410 400 360 490 300 210 430 270 450 340 110 110 100 140 410 270 290 380 430 340 470 480 470 370 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.140 0.123 0.657 0.607 0.723 0.673 0.673 0.657 0.590 0.807 0.490 0.340 0.707 0.440 0.740 0.557 0.173 0.173 0.157 0.223 0.673 0.440 0.473 0.623 0.707 0.557 0.773 0.790 0.773 0.607 A A B B C B B B A D A A C A C A A A A A B A A B C A C C C B 590 410 590 410 collector collector 600 600 1 1 600 600 0.973 0.673 E B 600 440 610 600 440 610 collector collector collector 600 600 600 1 1 1 600 600 600 0.990 0.723 1.007 E C F collector collector collector collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 600 600 600 600 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 Capacity 2 2 2 2 Model 1,262 964 917 1,454 1,152 976 519 319 438 427 673 432 2,388 3,102 2,588 3,284 1,626 2,139 2,684 2,834 2,481 3,649 2,899 3,324 2,388 3,102 2,862 3,331 1,362 1,349 1,424 1,561 1,130 1,492 722 679 439 557 454 250 340 323 459 490 468 459 178 254 289 317 384 373 329 341 458 442 562 560 1,537 1,453 2,345 2,433 3,135 2,762 2,521 2,578 2,369 2,341 2,461 2,372 2,826 2,848 2,228 2,021 381 496 144 398 383 500 499 629 460 536 600 514 490 400 418 600 400 478 227 223 108 123 457 459 424 560 500 494 551 556 550 480 510 571 565 484 554 Model Delta 150 142 160 70 87 22 118 81 99 59 195 -13 88 80 387 408 170 146 417 157 216 253 249 128 88 80 240 212 115 69 144 171 176 141 77 56 80 75 188 98 73 12 138 116 71 -10 68 46 -96 -245 -78 -180 -113 -95 96 -9 23 -80 197 22 263 162 646 440 355 258 462 551 477 300 468 291 249 113 102 129 128 25 161 276 162 182 107 152 158 67 126 76 185 157 118 120 120 71 70 91 66 46 54 127 195 14 146 92 107 86 108 71 161 14 151 2030 Proposed TOD with 4Ds No Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 1,725 1,720 1,720 secondary highway 770 2 1,438 893 1,448 1,142 978 529 318 422 419 662 460 2,864 2,706 2,553 3,300 2,841 2,641 2,678 2,881 2,210 3,701 2,937 2,287 2,374 3,096 2,830 3,297 1,386 1,378 1,450 1,582 1,137 1,517 734 697 436 572 277 182 341 340 525 486 689 692 186 259 500 620 275 370 426 191 470 602 579 603 1,535 1,549 1,840 2,045 3,098 2,757 2,526 2,605 2,805 2,939 2,438 2,390 2,750 2,802 2,187 2,004 375 488 126 411 374 470 485 622 459 526 601 526 485 403 404 601 398 470 220 229 109 126 465 479 435 566 483 522 422 617 539 471 600 680 564 511 556 1,440 890 1,450 1,140 980 530 320 420 420 660 460 2,860 2,710 2,550 3,300 2,840 2,640 2,680 2,880 2,210 3,700 2,940 2,290 2,370 3,100 2,830 3,300 1,390 1,380 1,450 1,580 1,140 1,520 730 700 440 570 280 180 340 340 530 490 690 690 190 260 500 620 280 370 430 190 470 600 580 600 1,530 1,550 1,840 2,040 3,100 2,760 2,530 2,600 2,810 2,940 2,440 2,390 2,750 2,800 2,190 2,000 1,440 890 1,450 1,140 980 530 320 420 420 660 470 2,860 2,710 2,550 3,300 2,840 2,640 2,680 2,880 2,210 3,700 2,940 2,290 2,370 3,100 2,830 3,300 1,390 1,380 1,450 1,580 1,140 1,520 730 700 440 570 280 180 340 340 530 490 690 700 190 260 510 630 290 380 440 200 470 610 580 610 1,530 1,550 1,840 2,040 3,100 2,760 2,530 2,600 2,810 2,940 2,440 2,390 2,750 2,800 2,190 2,000 370 490 130 410 370 470 490 620 460 530 600 530 490 400 400 600 400 470 220 230 110 130 460 480 430 570 480 520 420 620 540 470 600 680 560 510 560 Capacity V/C LOS 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1540 1540 1540 1540 1540 1540 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 600 600 600 600 770 770 770 770 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1.107 0.925 0.568 0.932 0.730 0.626 0.873 0.523 0.690 0.690 0.740 0.524 1.073 1.017 0.956 1.240 1.066 0.990 1.005 1.081 0.827 1.392 1.104 0.857 0.888 1.164 1.062 1.240 0.780 0.774 0.814 0.888 0.638 0.854 0.820 0.785 0.723 0.940 0.457 0.290 0.557 0.557 0.873 0.807 1.140 1.157 0.307 0.423 0.652 0.808 0.473 0.623 0.723 0.323 0.600 0.782 0.743 0.782 0.859 0.871 0.687 0.763 1.164 1.035 0.948 0.975 1.054 1.104 0.914 0.895 1.032 1.051 0.820 0.748 F E A E C B D A B B C A F F E F F E F F D F F D D F F F C C D D B D D C C E A A A A D D F F A A B D A B C A B C C C D D B C F F E E F F E D F F D C 600 600 1 1 600 600 0.607 0.807 B D 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.207 0.673 0.607 0.773 0.807 1.023 0.757 0.873 0.990 0.873 0.807 0.657 0.657 0.990 0.657 0.773 0.357 0.373 0.173 0.207 0.757 0.790 0.707 0.940 0.790 0.857 0.690 1.023 0.890 0.773 A B B C D F C D E D D B B E B C A A A A C C C E C D B F D C collector collector 600 600 1 1 600 600 0.990 1.123 E F collector collector collector 600 600 600 1 1 1 600 600 600 0.923 0.840 0.923 E D E secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway collector collector collector collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 600 600 600 600 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 370 490 collector collector 130 410 370 470 490 620 460 530 600 530 490 400 400 600 400 470 220 230 110 130 460 480 430 570 480 520 420 620 540 470 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 600 680 560 510 560 2 2 2 2 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 Roadway West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Leimert Leimert Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av Stocker Pl Stocker Pl 9th Av 9th Av Westside Av Westside Av 7th Av 7th Av 7th Av 7th Av 7th Av 7th Av 6th Av 6th Av 6th Av 6th Av 6th Av 6th Av 5th Av 5th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av Dublin Av Dublin Av 3rd Av 3rd Av Van Ness Av Van Ness Av From Cattaraugus Pico Bl Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 54th St Angeles Vista Bl 79th St Florence Av Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 48th St 54th St 48th St Leimert Bl Leimert Bl Vernon Av Vernon Av Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl I-10 Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl Adams Blvd I-10 Martin Luther King Jr Blvd 39th St 39th St Coliseum St Vernon Av Martin Luther King Jr Bl 43rd Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Martin Luther King Jr Blvd 39th St 76th St Florence Av Florence Hyde Park Hyde Park Slauson Av Slauson Av 54th St 48th St 54th St 48th St Vernon Av Vernon Av 42nd St 42nd St Leimert Bl Stocker Pl Martin Luther King Jr Bl Martin Luther King Jr Bl Coliseum St Rodeo Rd Jefferson Bl Jefferson Bl Montclair St Montclair St Adams Blvd Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl 76th St Florence Av Hyde Park 67th 67th Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl 76th St Florence Av To Beverlywood Venice Bl Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av Angeles Vista Bl 54th St Florence Av 79th St Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av 54th St 48th St Leimert Bl 48th St Vernon Av Leimert Bl Stocker St Vernon Av Martin Luther King Jr Bl Stocker St Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl I-10 Venice Bl Washington Bl Pico Bl Venice Bl I-10 Adams Blvd 39th St Martin Luther King Jr Blvd Coliseum St 39th St Martin Luther King Jr Bl Vernon Av Stocker St 43rd Martin Luther King Jr Bl Stocker St Rodeo Rd Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Coliseum St Jefferson Bl Rodeo Rd 39th St Martin Luther King Jr Blvd Florence Av 76th St Hyde Park Florence Slauson Av Hyde Park 54th St Slauson Av 54th St 48th St Vernon Av 48th St 42nd St Vernon Av Leimert Bl 42nd St Martin Luther King Jr Bl Stocker Pl Coliseum St Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Montclair St Jefferson Bl Adams Blvd Montclair St Washington Bl Adams Bl Venice Bl Washington Bl Pico Bl Venice Bl Florence Av 76th St 67th Hyde Park Florence 67th Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Florence Av 76th St Existing ATCS X X X X X X X X X X X X X X X X X Direction Model Model Delta NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 439 980 565 769 338 286 219 207 261 1,746 1,281 1,980 1,428 1,681 1,174 1,847 1,211 1,245 1,976 2,995 1,642 1,937 793 2,018 1,246 1,954 1,118 968 865 1,840 1,594 2,051 1,876 2,450 1,862 1,451 1,284 1,363 1,533 2,560 2,351 982 1,062 1,051 1,108 1,375 956 275 326 121 75 292 356 173 200 245 280 294 301 361 262 239 151 396 237 304 320 252 138 367 144 471 458 372 294 473 388 347 393 358 327 417 214 548 552 725 554 210 405 256 209 155 150 89 100 319 170 296 166 371 151 388 178 362 140 557 480 205 218 490 467 45 166 52 218 74 161 86 49 73 319 246 376 307 282 247 241 214 279 342 378 334 394 218 349 332 326 242 410 439 369 713 428 738 346 294 99 139 -46 64 275 595 328 559 420 515 39 113 64 103 51 24 68 179 68 128 111 152 127 80 126 53 101 29 118 71 135 21 72 18 60 59 78 104 84 88 165 138 76 116 125 99 105 55 101 90 80 60 73 165 44 78 40 71 38 25 92 41 106 63 132 41 155 77 219 70 114 130 82 103 24 23 2030 Proposed TOD with 4Ds No Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 447 988 584 762 342 474 372 211 260 1,735 1,275 1,973 1,416 1,565 1,006 1,631 1,118 1,853 1,825 3,005 1,628 1,918 782 2,011 1,227 2,302 1,562 921 816 1,828 1,515 2,036 1,785 2,469 1,565 2,262 1,706 1,471 1,274 2,519 2,256 934 976 990 1,029 542 594 153 196 253 180 297 339 177 196 232 256 286 306 725 374 554 334 388 239 142 47 100 45 370 149 475 456 370 293 457 385 353 387 354 323 407 206 554 565 737 570 210 387 267 215 103 139 81 91 317 175 138 93 150 74 379 184 342 138 565 478 129 216 510 489 450 990 580 760 340 470 370 210 260 1,740 1,280 1,970 1,420 1,570 1,010 1,630 1,120 1,850 1,820 3,000 1,630 1,920 780 2,010 1,230 2,300 1,560 920 820 1,830 1,510 2,040 1,790 2,470 1,560 2,260 1,710 1,470 1,270 2,520 2,260 930 980 990 1,030 540 590 150 200 250 180 300 340 180 200 230 260 290 310 720 370 550 330 390 240 140 50 100 50 370 150 470 460 370 290 460 380 350 390 350 320 410 210 550 570 740 570 210 390 270 210 100 140 80 90 320 170 140 90 150 70 380 180 340 140 560 480 130 220 510 490 450 990 580 760 340 470 370 210 260 1,740 1,280 1,970 1,420 1,570 1,010 1,630 1,120 1,850 1,820 3,000 1,630 1,920 780 2,010 1,230 2,300 1,560 920 820 1,830 1,510 2,040 1,790 2,470 1,560 2,260 1,710 1,480 1,270 2,520 2,260 930 980 990 1,030 540 590 150 200 250 180 300 340 180 200 230 260 290 310 720 370 550 330 390 240 140 50 100 50 370 150 470 460 370 290 460 380 350 390 350 320 410 210 550 570 740 570 210 390 270 210 100 140 80 90 320 170 140 90 150 70 380 180 340 140 560 480 130 220 510 490 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS Model Model Delta 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 0.740 0.815 0.473 0.623 0.273 0.773 0.607 0.340 0.423 0.649 0.475 0.736 0.528 0.585 0.373 0.484 0.329 0.551 0.542 0.899 0.484 0.572 0.226 0.599 0.363 0.687 0.463 0.269 0.238 0.545 0.448 0.608 0.532 0.738 0.463 1.017 0.767 0.663 0.567 0.754 0.675 0.272 0.287 0.290 0.302 0.195 0.213 0.240 0.323 0.407 0.290 0.490 0.557 0.290 0.323 0.373 0.423 0.473 0.507 1.190 0.607 0.907 0.540 0.640 0.390 0.223 0.073 0.157 0.073 0.607 0.240 0.773 0.757 0.607 0.473 0.757 0.623 0.573 0.640 0.573 0.523 0.673 0.340 0.907 0.940 1.223 0.940 0.340 0.640 0.440 0.340 0.157 0.223 0.123 0.140 0.523 0.273 0.223 0.140 0.240 0.107 0.623 0.290 0.557 0.223 0.923 0.790 0.207 0.357 0.652 0.626 C D A B A C B A A B A C A A A A A A A D A A A A A B A A A A A B A C A F C B A C B A A A A A A A A A A A A A A A A A A F B E A B A A A A A B A C C B A C B A B A A B A E E F E A B A A A A A A A A A A A A B A A A E C A A B B 575 1,133 900 714 807 344 345 299 253 1,731 1,914 1,775 2,123 1,516 1,913 1,605 2,061 2,145 1,748 2,486 3,007 1,538 1,856 1,586 2,378 1,710 2,448 1,621 1,437 2,092 2,290 2,318 2,246 2,344 2,164 1,388 1,350 1,305 1,648 2,800 2,847 1,653 1,668 1,799 1,548 1,220 1,294 356 362 189 195 466 410 385 299 385 421 404 373 358 437 224 281 360 383 363 384 178 276 351 252 472 600 367 454 566 484 441 388 484 432 393 434 610 585 596 750 413 428 289 374 355 194 255 157 309 378 276 316 284 407 320 498 328 484 547 539 234 290 419 547 59 268 179 219 95 84 129 79 44 377 442 300 388 275 313 415 336 372 480 724 531 625 593 532 522 340 461 601 380 540 290 544 186 394 313 113 119 13 225 543 273 598 488 647 411 82 -116 131 99 117 92 194 123 263 152 215 189 150 141 120 105 71 101 129 124 49 170 69 11 95 72 157 122 136 111 224 82 92 66 200 106 163 101 114 124 94 168 213 68 116 162 182 127 158 68 139 129 161 109 167 182 206 154 264 192 106 20 53 94 10 44 2030 Proposed TOD with 4Ds No Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 589 1,123 899 702 819 470 507 306 257 1,714 1,889 1,770 2,113 1,469 1,471 1,626 1,850 1,850 2,020 2,424 2,992 1,471 1,804 1,884 2,145 1,943 2,234 1,561 1,406 2,050 2,311 2,283 2,285 2,368 2,021 1,995 1,589 1,441 1,608 2,712 2,808 1,559 1,597 1,699 1,483 569 413 349 362 188 197 452 403 359 286 359 397 395 367 350 438 229 284 357 373 371 372 178 289 350 250 461 601 364 453 547 499 207 255 466 428 376 424 615 593 608 750 397 436 287 365 342 186 242 157 296 367 264 311 269 391 312 318 300 470 558 557 95 129 439 566 590 1,120 900 700 820 470 510 310 260 1,710 1,890 1,770 2,110 1,470 1,470 1,630 1,850 1,850 2,020 2,420 2,990 1,470 1,800 1,880 2,140 1,940 2,230 1,560 1,410 2,050 2,310 2,280 2,280 2,370 2,020 1,990 1,590 1,440 1,610 2,710 2,810 1,560 1,600 1,700 1,480 570 410 350 360 190 200 450 400 360 290 360 400 390 370 350 440 230 280 360 370 370 370 180 290 350 250 460 600 360 450 550 500 210 260 470 430 380 420 610 590 610 750 400 440 290 360 340 190 240 160 300 370 260 310 270 390 310 320 300 470 560 560 90 130 440 570 590 1,120 900 700 820 470 510 310 260 1,710 1,890 1,770 2,110 1,470 1,470 1,630 1,850 1,850 2,020 2,420 2,990 1,470 1,800 1,880 2,140 1,940 2,230 1,560 1,410 2,050 2,310 2,280 2,280 2,370 2,020 1,990 1,590 1,440 1,610 2,710 2,810 1,560 1,600 1,700 1,480 570 420 350 360 190 200 450 400 360 290 360 400 390 370 350 440 230 280 360 370 370 370 180 290 350 250 460 600 360 450 550 500 210 260 470 430 380 420 610 590 610 750 400 440 290 360 340 190 240 160 300 370 260 310 270 390 310 320 300 470 560 560 90 130 440 570 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 0.973 0.923 0.740 0.573 0.673 0.773 0.840 0.507 0.423 0.638 0.706 0.660 0.789 0.547 0.547 0.484 0.551 0.551 0.602 0.723 0.896 0.435 0.535 0.560 0.638 0.578 0.666 0.463 0.417 0.611 0.690 0.681 0.681 0.708 0.602 0.895 0.713 0.645 0.722 0.811 0.842 0.463 0.475 0.505 0.438 0.206 0.149 0.573 0.590 0.307 0.323 0.740 0.657 0.590 0.473 0.590 0.657 0.640 0.607 0.573 0.723 0.373 0.457 0.590 0.607 0.607 0.607 0.290 0.473 0.573 0.407 0.757 0.990 0.590 0.740 0.907 0.823 0.340 0.423 0.773 0.707 0.623 0.690 1.007 0.973 1.007 1.240 0.657 0.723 0.473 0.590 0.557 0.307 0.390 0.257 0.490 0.607 0.423 0.507 0.440 0.640 0.507 0.523 0.490 0.773 0.923 0.923 0.140 0.207 0.561 0.730 E E C A B C D A A B C B C A A A A A B C D A A A B A B A A B B B B C B D C B C D D A A A A A A A A A A C B A A A B B B A C A A A B B B A A A A C E A C E D A A C C B B F E F F B C A A A A A A A B A A A B A A A C E E A A A C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 Roadway Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av From To Cattaraugus Hyde Park Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Adams Bl Beverlywood Florence Hyde Park Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl I-10 Adams Bl Venice Bl Washington Bl Washington Blvd I-10 Pico Bl Venice Bl Washington Bl Venice Bl I-10 Washington Blvd Venice Bl Pico Bl I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 493 631 554 483 776 606 538 428 572 463 1,119 722 1,657 1,451 1,185 1,062 1,631 1,376 1,449 1,408 1,896 1,459 1,674 1,809 1,353 1,346 -47 -15 9 9 175 115 41 36 33 26 7 226 68 176 109 117 207 237 251 292 132 134 136 109 73 99 2030 Proposed TOD with 4Ds No Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 741 727 578 507 916 676 854 640 587 482 1,156 708 1,687 1,467 1,201 1,077 1,642 1,367 1,389 1,234 1,930 1,482 1,653 1,791 1,391 1,373 740 730 580 510 920 680 850 640 590 480 1,160 710 1,690 1,470 1,200 1,080 1,640 1,370 1,390 1,230 1,930 1,480 1,650 1,790 1,390 1,370 750 740 580 510 920 680 850 640 590 480 1,160 710 1,690 1,470 1,200 1,080 1,640 1,370 1,390 1,230 1,930 1,480 1,650 1,790 1,390 1,370 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Capacity V/C LOS Model Model Delta 770 770 770 770 1540 1540 770 770 770 770 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.964 0.951 0.743 0.652 0.587 0.432 1.094 0.821 0.756 0.613 0.743 0.451 1.087 0.945 0.769 0.691 1.055 0.880 0.893 0.789 1.243 0.951 1.061 1.152 0.893 0.880 E E C B A A F D C B C A F E C B F D D C F E F F D D 639 504 506 594 670 821 486 482 503 540 1,020 1,023 1,531 1,604 1,168 1,134 1,539 1,534 1,464 1,458 1,730 1,555 1,609 1,723 1,527 1,423 109 10 36 69 101 199 56 40 41 -3 174 150 212 66 120 81 192 139 252 80 64 143 -43 115 241 222 2030 Proposed TOD with 4Ds No Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 651 528 520 608 814 1,006 737 1,014 524 567 1,025 1,035 1,537 1,635 1,180 1,157 1,550 1,556 960 1,316 1,773 1,579 1,624 1,705 1,531 1,435 650 530 520 610 810 1,010 740 1,010 520 570 1,030 1,030 1,540 1,640 1,180 1,160 1,550 1,560 960 1,320 1,770 1,580 1,620 1,710 1,530 1,440 650 530 520 610 810 1,010 740 1,010 520 580 1,030 1,030 1,540 1,640 1,180 1,160 1,550 1,560 960 1,320 1,770 1,580 1,630 1,710 1,530 1,440 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Capacity V/C LOS 770 770 770 770 1540 1540 770 770 770 770 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.834 0.678 0.665 0.782 0.516 0.646 0.951 1.302 0.665 0.743 0.659 0.659 0.990 1.055 0.756 0.743 0.996 1.003 0.613 0.847 1.139 1.016 1.048 1.100 0.984 0.925 D B B C A B E F B C B B E F C C E F B D F F F F E E APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 Roadway 18th St 18th St 18th St 18th St Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Beverlywood St Beverlywood St Beverlywood St Beverlywood St Cattaraugus Av Cattaraugus Av Cattaraugus Av Cattaraugus Av National Bl National Bl National Bl National Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Washington Bl Washington Bl Washington Bl Washington Bl From Beverlywood La Cienega Bl Robertson Bl Fairfax Av La Cienega Bl Coming St Robertson Bl Venice Bl La Cienega Bl La Cienega Blvd Coming St Robertson Bl Canfield Av Garth Av/Corning St Robertson Bl Robertson Bl Canfield Av I-10 Robertson Robertson Bl Canfield Av Venice Bl Robertson Bl Crenshaw Bl West Bl La Cienega Bl Venice Bl Coming St La Cienega Blvd Canfield Av Robertson Bl Robertson Bl Garth Av/Corning St Canfield Av Robertson Bl Robertson I-10 Canfield Av Robertson Bl Robertson Bl Venice Bl West Bl Crenshaw Bl Crenshaw Bl 6th Ave 6th Ave Arlington Ave National Bl La Cienega Bl La Cienega Bl Cadillac Av Cadillac Av Fairfax Av Crenshaw Bl Arlington Ave 6th Ave La Cienega Bl National Bl Cadillac Av La Cienega Bl Fairfax Av Cadillac Av Hauser Blvd Thurman Ave La Brea Av Redondo Bl West Bl La Brea Av Crenshaw Bl 6th Ave 6th Ave Thurman Ave Crenshaw Bl Thurman Ave Fairfax Ave Redondo Blvd Hauser Blvd Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av Redondo Bl Rimpau Blvd West Blvd Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Crenshaw Bl Washington Bl Washington Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl 6th Ave Redondo Bl La Brea Av La Brea Av Fairfax Ave Thurman Ave Hauser Blvd Redondo Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave 6th Ave Fairfax Ave Thurman Ave La Brea Ave Rimpau Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Fairfax Av Hauser Blvd Redondo Bl La Brea Av La Brea Av Harcourt Ave West Bl Thurman Ave West Blvd Rimpau Blvd 6th Ave Crenshaw Bl Thurman Ave Fairfax Ave Rimpau Blvd La Brea Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Hauser Blvd Fairfax Av La Brea Av Redondo Bl Harcourt Ave La Brea Av Adams Bl Adams Bl Crenshaw 6th Ave 6th Ave Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Hauser Blvd Redondo Blvd Harcourt Ave West Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Hauser Redondo Redondo La Brea Crenshaw Redondo Blvd Hauser Blvd West Blvd Harcourt Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Hauser La Brea Redondo Arlington Av Adams Bl Adams Bl Westhaven Westhaven Westhaven Westhaven Mont Clair St Mont Clair St Mont Clair St Mont Clair St Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl 7th Ave Arlington Av 9th Ave 7th Ave Hetzler Rd Rodeo Rd National Bl La Cienega Bl La Cienega Bl Hauser Blvd Buckingham Rd Crenshaw Bl Crenshaw Buckingham Rd Degnan Blvd Degnan Blvd Crenshaw Redondo Blvd Hauser Blvd Harcourt Ave La Brea Ave Farmdale Ave Harcourt Ave Buckingham Rd Farmdale Ave 7th Ave Redondo Bl La Brea Av Hauser Blvd Redondo Blvd La Brea Ave Harcourt Ave Harcourt Ave Farmdale Ave Farmdale Ave Buckingham Rd Degnan Blvd X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 7th Ave 7th Ave 9th Ave Rodeo Rd Hetzler Rd La Cienega Bl National Bl La Cienega Bl La Brea Av Redondo Bl Crenshaw Bl Hauser Blvd Existing ATSAC Coming St Thurman Ave Hauser Blvd Washington Bl Washington Bl Washington Bl Washington Bl To CattaraugusBl Robertson La Cienega Bl La Cienega Bl Fairfax Av Robertson Bl X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB 367 518 532 637 312 392 336 1,368 608 583 333 148 264 349 475 615 499 339 683 669 1,391 941 1,138 1,616 1,028 1,268 997 1,411 1,964 2,431 1,399 2,248 1,570 2,758 1,822 2,804 1,266 2,203 704 1,577 1,271 2,376 1,816 3,204 1,446 2,352 1,867 3,192 1,015 1,906 378 1,267 267 1,160 893 2,014 740 1,357 368 2,010 839 2,332 794 1,980 991 1,589 397 1,305 555 1,196 834 1,367 444 856 425 1,154 977 1,492 842 1,210 692 866 171 374 199 347 212 143 32 76 1,091 1,597 1,027 1,877 503 1,585 563 1,383 241 574 321 576 392 1,227 492 886 210 858 180 565 230 10 66 141 48 80 -42 60 -45 67 38 108 73 68 18 -81 -65 52 3 41 27 84 117 89 126 52 50 -9 138 280 95 210 294 169 320 214 162 161 156 281 246 -187 103 239 338 139 139 120 367 -189 39 133 146 91 266 169 301 81 347 75 119 207 248 190 385 56 407 137 164 25 125 21 84 162 253 170 228 -6 48 30 127 173 279 18 19 7 -25 60 66 13 36 38 117 47 114 27 175 160 178 100 104 166 242 -2 102 322 365 128 117 97 103 97 2030 Proposed TOD with 4Ds No Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 159 315 528 650 457 425 460 813 606 582 330 151 267 365 513 646 174 233 704 692 960 1,087 904 1,635 1,053 1,202 1,002 1,395 1,973 2,479 1,395 2,255 1,591 2,777 1,838 2,855 1,274 2,240 1,484 1,765 955 1,505 1,780 3,152 1,426 2,335 1,850 3,135 1,052 1,902 271 471 826 2,092 960 1,281 748 1,329 363 1,999 812 2,296 768 1,920 987 1,529 384 1,316 761 1,215 868 1,570 985 1,440 402 1,120 985 1,490 845 1,196 665 822 85 86 156 79 220 145 31 70 1,121 1,618 1,009 1,915 523 1,666 564 1,399 243 577 508 1,342 399 1,215 448 834 197 848 171 556 221 160 310 530 650 460 420 460 810 610 580 330 150 270 360 510 650 170 230 700 690 960 1,090 900 1,640 1,050 1,200 1,000 1,400 1,970 2,480 1,390 2,250 1,590 2,780 1,840 2,850 1,270 2,240 1,480 1,770 950 1,510 1,780 3,150 1,430 2,340 1,850 3,140 1,050 1,900 270 470 830 2,090 960 1,280 750 1,330 360 2,000 810 2,300 770 1,920 990 1,530 380 1,320 760 1,210 870 1,570 990 1,440 400 1,120 990 1,490 840 1,200 660 820 80 90 160 80 220 150 30 70 1,120 1,620 1,010 1,920 520 1,670 560 1,400 240 580 510 1,340 400 1,220 450 830 200 850 170 560 220 160 310 530 650 460 430 460 820 610 580 330 150 270 360 520 660 170 240 700 690 960 1,090 900 1,640 1,050 1,200 1,010 1,400 1,970 2,480 1,390 2,250 1,590 2,780 1,840 2,850 1,270 2,240 1,480 1,770 960 1,510 1,780 3,150 1,430 2,340 1,850 3,140 1,060 1,900 270 470 830 2,090 960 1,280 750 1,330 360 2,000 810 2,300 770 1,920 990 1,530 380 1,320 760 1,210 870 1,570 990 1,440 400 1,120 1,000 1,490 840 1,200 660 820 80 90 160 90 220 150 30 70 1,120 1,620 1,010 1,920 520 1,670 560 1,400 240 580 510 1,340 410 1,220 450 830 200 850 170 560 220 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Capacity V/C LOS Model Model Delta 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1760 2640 1760 2640 1760 2640 1760 2640 1760 1760 1760 2640 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.257 0.507 0.873 1.073 0.757 0.707 0.251 0.456 1.007 0.957 0.540 0.240 0.440 0.590 0.857 1.090 0.273 0.390 0.899 0.886 0.613 0.698 0.501 0.922 0.672 0.769 0.646 0.899 0.843 1.064 0.592 0.964 0.678 1.193 0.787 1.224 0.540 0.960 0.631 0.756 0.406 0.644 0.761 1.354 0.609 1.003 0.791 1.349 0.449 0.813 0.143 0.168 0.462 0.782 0.535 0.475 0.416 0.494 0.195 1.126 0.450 0.861 0.428 0.717 0.553 0.570 0.206 0.740 0.422 0.678 0.484 0.882 0.553 0.808 0.217 0.626 0.558 0.837 0.467 0.672 0.365 0.456 0.123 0.140 0.257 0.140 0.357 0.240 0.040 0.107 0.717 1.042 0.646 1.237 0.328 1.074 0.354 0.899 0.146 0.367 0.321 0.860 0.256 0.782 0.282 0.529 0.120 0.542 0.100 0.354 0.133 A A D F C C A A F E A A A A D F A A D D B B A E B C B D D F A E B F C F A E B C A B C F B F C F A D A A A C A A A A A F A D A C A A A C A B A D A D A B A D A B A A A A A A A A A A C F B F A F A D A A A D A C A A A A A A A 496 358 736 621 475 356 711 1,273 715 530 220 357 478 289 626 626 507 342 778 595 1,690 963 1,628 1,167 1,438 987 1,554 1,117 2,843 2,151 1,856 1,957 2,679 2,025 2,776 2,202 2,279 1,775 2,103 1,221 2,492 2,009 2,722 2,394 2,337 1,951 2,961 2,737 1,961 1,592 1,145 676 1,039 765 1,378 1,341 1,074 1,008 1,049 1,673 1,396 1,275 1,307 1,406 1,293 1,152 1,162 815 1,235 862 1,464 1,118 1,065 638 1,172 820 1,500 1,210 1,238 922 1,146 796 365 233 416 284 237 201 193 62 1,637 1,278 1,782 1,299 1,457 1,200 1,244 1,102 831 427 873 558 1,165 1,000 1,392 874 1,429 733 825 407 920 94 106 214 78 -17 83 -62 146 4 52 75 135 55 56 -40 36 49 54 -15 46 170 257 285 188 160 134 300 81 400 302 300 236 445 319 463 190 536 224 646 277 457 126 435 273 481 206 394 277 196 48 186 270 404 481 222 697 155 489 174 197 239 598 208 736 263 498 231 263 253 157 255 239 401 191 335 297 222 181 248 127 489 154 76 13 31 53 141 83 116 39 128 167 206 100 240 183 323 282 253 169 489 316 203 252 779 523 610 430 272 184 571 2030 Proposed TOD with 4Ds No Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 368 349 728 635 526 400 348 1,371 723 523 223 352 496 297 657 640 271 175 808 609 1,771 884 1,437 1,167 1,453 971 1,510 1,107 2,853 2,152 1,850 1,977 2,671 2,026 2,156 2,068 2,316 2,037 1,559 1,201 1,751 1,225 2,652 2,358 2,261 1,922 2,899 2,701 1,933 1,590 535 575 1,547 1,191 1,215 1,401 1,079 948 1,025 1,644 1,360 1,179 1,273 1,284 1,250 1,075 1,163 799 1,411 861 1,463 999 1,564 1,009 1,119 778 1,465 1,181 1,206 906 1,068 779 133 81 126 194 227 199 177 63 1,657 1,290 1,801 1,314 1,460 1,082 1,230 1,095 811 410 808 524 1,139 960 1,269 796 1,328 668 787 384 826 370 350 730 630 530 400 350 1,370 720 520 220 350 500 300 660 640 270 180 810 610 1,770 880 1,440 1,170 1,450 970 1,510 1,110 2,850 2,150 1,850 1,980 2,670 2,030 2,160 2,070 2,320 2,040 1,560 1,200 1,750 1,220 2,650 2,360 2,260 1,920 2,900 2,700 1,930 1,590 530 570 1,550 1,190 1,210 1,400 1,080 950 1,030 1,640 1,360 1,180 1,270 1,280 1,250 1,070 1,160 800 1,410 860 1,460 1,000 1,560 1,010 1,120 780 1,470 1,180 1,210 910 1,070 780 130 80 130 190 230 200 180 60 1,660 1,290 1,800 1,310 1,460 1,080 1,230 1,090 810 410 810 520 1,140 960 1,270 800 1,330 670 790 380 830 370 350 730 630 540 400 360 1,370 730 520 220 350 500 300 670 640 270 180 820 610 1,770 880 1,440 1,170 1,450 970 1,510 1,110 2,850 2,150 1,850 1,980 2,670 2,030 2,160 2,070 2,320 2,040 1,560 1,200 1,750 1,220 2,650 2,360 2,260 1,920 2,900 2,700 1,930 1,590 530 570 1,550 1,190 1,210 1,400 1,080 950 1,030 1,640 1,360 1,180 1,270 1,280 1,250 1,070 1,160 800 1,410 860 1,460 1,000 1,560 1,010 1,120 780 1,470 1,180 1,210 910 1,070 780 130 80 130 190 230 200 180 60 1,660 1,290 1,800 1,310 1,460 1,080 1,230 1,090 810 410 810 520 1,140 960 1,270 800 1,330 670 790 380 830 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 2 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Capacity V/C LOS 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.607 0.573 1.207 1.040 0.890 0.657 0.195 0.768 1.207 0.857 0.357 0.573 0.823 0.490 1.107 1.057 0.440 0.290 1.055 0.782 1.139 0.561 0.808 0.655 0.932 0.620 0.971 0.711 1.224 0.921 0.791 0.847 1.146 0.869 0.925 0.886 0.994 0.873 0.665 0.509 0.748 0.518 1.137 1.012 0.968 0.821 1.245 1.159 0.825 0.678 0.291 0.314 0.577 0.666 0.448 0.785 0.604 0.530 0.575 0.922 0.505 0.660 0.471 0.717 0.700 0.598 0.649 0.445 0.791 0.479 0.820 0.558 0.876 0.564 0.626 0.433 0.825 0.660 0.678 0.507 0.598 0.433 0.207 0.123 0.207 0.307 0.373 0.323 0.290 0.090 1.068 0.828 1.159 0.841 0.938 0.691 0.789 0.698 0.516 0.256 0.516 0.328 0.730 0.613 0.815 0.509 0.854 0.425 0.503 0.237 0.529 B A F F D B A C F D A A D A F F A A F C F A D B E B E C F E C D F D E D E D B A C A F F E D F F D B A A A B A C B A A E A B A C C A B A C A D A D A B A D B B A A A A A A A A A A A F D F D E B C B A A A A C B D A D A A A A APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 Roadway Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Exposition Bl Exposition Bl Exposition Bl Exposition Bl Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl 39th St 39th St 39th St 39th St Don Miguel Dr Don Miguel Dr Don Felipe Don Felipe Santa Rosalia Santa Rosalia Santa Rosalia Santa Rosalia Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St 42nd St 42nd St Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av From To Cattaraugus 7th Ave 7th Ave 3rd Ave 3rd Ave Arlington Ave La Brea Av Crenshaw Bl Crenshaw Bl Arlington Av Jefferson Bl La Cienega Bl La Cienega Bl Beverlywood Degnan Blvd 3rd Ave 7th Ave Arlington Ave 3rd Ave Crenshaw Bl La Brea Av Arlington Av Crenshaw Bl La Cienega Bl Jefferson Bl Hauser Blvd La Cienega Bl La Brea Av Redondo Bl Martin Luther King Jr Bl La Brea Av Redondo Bl La Brea Av La Brea Av Martin Luther King Jr Bl Farmdale Ave Buckingham Rd Crenshaw Bl Degnan Ave Hauser Blvd Redondo Blvd Martin Luther King Jr Blvd Farmdale Ave Buckingham Rd Crenshaw Blvd Degnan Ave 7th Ave 7th Ave Dublin Ave Dublin Ave 3rd Ave 3rd Ave Arlington Ave Clyde Du Ray Du Ray La Brea La Brea Av Hauser Blvd Buckingham Rd Farmdale Ave Degnan Ave Crenshaw Bl Redondo Blvd Hauser Blvd Farmdale Ave Martin Luther King Jr Blvd Crenshaw Blvd Buckingham Rd 7th Ave Degnan Ave Dublin Ave 7th Ave 3rd Ave Dublin Ave Arlington Ave 3rd Ave Du Ray Clyde La Brea Du Ray La Brea Av Buckingham Buckingham Crenshaw Buckingham Buckingham Crenshaw Degnan Ave Westside Ave Westside Ave Degnan Ave Martin Luther King Jr Blvd Santa Rosalia Dr Chesapeake Ave Martin Luther King Jr Blvd Degnan Ave Crenshaw Ave 7th Ave Westside Ave Coliseum St Buckingham Rd Buckingham Rd Coliseum St Degnan St Degnan St Santa Rosalia Dr Crenshaw Degnan Degnan Leimert Santa Rosalia Dr Crenshaw BLvd Stocker Plaza Arlington Av X X X X X X X X X X X X X X X X X X X X X X X X X X Chesapeake Ave Santa Rosalia Dr Martin Luther King Jr Blvd Martin Luther King Jr Blvd Chesapeake Ave Crenshaw Ave Degnan Ave Westside Ave 7th Ave Leimert Arlington Coliseum St Rodeo Rd Degnan St Westside Ave Westside Ave Dublin Ave Buckingham Rd Crenshaw Bl Crenshaw Bl Arlington Av Don Lorenzo Dr Don Felipe Dr Don Miguel Stocker Hillcrest Stocker Hillcrest Coliseum La Brea Existing ATCS X X X X X Santa Rosalia Dr Santa Rosalia Dr Chesapeake Ave Crenshaw Bl Existing ATSAC Crenshaw Bl Arlington Leimert Rodeo Rd Coliseum St Westside Ave Degnan St Dublin Ave Westside Ave Crenshaw Bl Buckingham Rd Arlington Av Crenshaw Bl Don Felipe Dr Don Lorenzo Dr Stocker Don Miguel Stocker Hillcrest Coliseum Hillcrest X X X X X X X X X X X X Santa Rosalia Dr La Brea Degnan Crenshaw Leimert Degnan Crenshaw BLvd Santa Rosalia Dr Arlington Av Stocker Plaza Westside Ave Dublin Ave Dublin Ave Westside Ave Leimert Blvd Westside Ave Dublin Ave Arlington Ave West Bl Crenshaw Bl 4th Arlington Crenshaw Blvd 9th Ave 9th Ave 7th Ave 7th Ave 4th Ave Angeles Vista Bl Westside Ave Leimert Blvd Arlington Ave Dublin Ave Crenshaw Bl West Bl Arlington 4th 9th Ave Crenshaw Blvd 7th Ave 9th Ave 4th Ave 7th Ave West Blvd 8th St Angeles Vista Bl Van Ness Av Van Ness Av West Blvd Crenshaw Blvd Crenshaw Blvd West Blvd West Blvd 8th St X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta NB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 513 299 585 560 795 293 369 247 484 1,160 1,750 1,102 1,990 1,063 1,519 1,182 1,663 402 486 851 979 918 1,449 288 314 520 651 570 810 723 1,004 1,002 1,080 1,047 1,150 253 575 174 418 532 472 307 243 196 298 346 401 528 397 772 669 370 428 538 601 1,418 1,711 572 1,103 1,516 1,751 849 1,362 451 1,001 519 1,050 172 274 299 324 181 384 66 187 204 177 137 181 566 732 238 340 392 591 840 845 188 179 784 859 613 582 950 1,058 462 516 294 607 278 428 235 459 337 677 750 1,891 799 1,162 1,098 1,522 232 98 343 97 427 -1 11 -56 17 178 47 87 97 364 342 189 64 62 160 273 73 87 21 43 87 33 201 121 84 59 175 131 309 145 335 16 74 0 9 90 75 55 54 77 68 40 126 39 -1 111 228 75 148 77 190 296 -57 185 230 -24 63 162 -26 102 232 121 267 31 18 16 158 49 113 -3 25 155 107 62 75 248 146 56 -2 69 76 274 165 83 106 111 181 72 125 169 319 155 112 65 148 62 53 25 61 64 156 137 50 72 180 126 122 2030 Proposed TOD with 4Ds No Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 483 292 536 551 726 309 379 33 504 1,168 1,799 1,123 2,031 1,023 1,495 1,188 1,693 411 474 828 1,000 913 1,447 286 303 517 618 550 800 719 976 989 1,038 1,031 1,099 144 332 120 268 545 472 226 165 244 247 353 395 523 399 763 640 362 404 534 578 927 473 554 1,102 1,150 1,293 825 1,368 435 963 501 1,012 296 285 293 402 191 384 28 71 479 459 402 382 536 732 296 228 168 214 799 827 189 178 793 851 610 565 931 1,006 449 523 414 713 272 424 241 451 333 660 1,044 1,662 1,060 1,240 1,085 1,512 480 290 540 550 730 310 380 30 500 1,170 1,800 1,120 2,030 1,020 1,490 1,190 1,690 410 470 830 1,000 910 1,450 290 300 520 620 550 800 720 980 990 1,040 1,030 1,100 140 330 120 270 540 470 230 170 240 250 350 400 520 400 760 640 360 400 530 580 930 470 550 1,100 1,150 1,290 820 1,370 440 960 500 1,010 300 280 290 400 190 380 30 70 480 460 400 380 540 730 300 230 170 210 800 830 190 180 790 850 610 560 930 1,010 450 520 410 710 270 420 240 450 330 660 1,040 1,660 1,060 1,240 1,080 1,510 480 290 540 550 730 320 380 40 500 1,170 1,800 1,120 2,030 1,020 1,490 1,190 1,690 410 470 830 1,000 910 1,450 290 300 520 620 550 800 720 980 990 1,040 1,030 1,100 140 330 130 270 540 470 230 170 240 250 350 400 520 410 760 640 360 400 530 580 930 480 550 1,100 1,160 1,290 820 1,380 440 960 500 1,010 300 280 290 400 190 380 40 70 480 460 400 380 540 730 300 240 170 210 800 830 190 180 790 850 610 560 930 1,010 450 520 410 710 270 420 240 450 330 660 1,040 1,660 1,060 1,240 1,080 1,510 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 2 2 2 2 2 3 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 2 2 2 2 2 3 2 2 2 2 Capacity V/C LOS Model Model Delta 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 1760 1760 1760 1760 1760 1760 1540 1540 1540 1540 1760 1760 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 2640 2640 1760 1760 1760 1760 1760 2640 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 1540 1540 1540 1540 1760 2640 1760 1760 1760 1760 0.302 0.178 0.341 0.347 0.464 0.523 0.623 0.023 0.407 0.655 1.013 0.626 1.143 0.570 0.837 0.666 0.950 0.256 0.295 0.529 0.639 0.507 0.814 0.178 0.185 0.328 0.393 0.347 0.509 0.458 0.626 0.633 0.665 0.659 0.704 0.223 0.540 0.207 0.440 0.890 0.773 0.373 0.273 0.390 0.407 0.573 0.657 0.857 0.673 1.257 1.057 0.590 0.657 0.873 0.957 0.342 0.172 0.303 0.615 0.649 0.723 0.456 0.513 0.240 0.535 0.274 0.564 0.490 0.457 0.473 0.657 0.307 0.623 0.057 0.107 0.390 0.373 0.323 0.307 0.440 0.598 0.490 0.390 0.273 0.340 0.445 0.462 0.307 0.290 0.503 0.542 0.386 0.354 0.594 0.646 0.574 0.665 0.256 0.451 0.341 0.535 0.146 0.282 0.204 0.419 0.581 0.619 0.592 0.695 0.604 0.848 A A A A A A B A A B F B F A D B E A A A B A D A A A A A A A B B B B C A A A A D C A A A A A B D B F F A B D E A A A B B C A A A A A A A A A B A B A A A A A A A A A A A A A A A A A A A A A B A B A A A A A A A A A B A B B D 519 908 501 1,133 749 521 361 890 394 1,866 1,294 2,328 1,601 1,918 1,315 1,686 1,544 650 461 1,235 882 1,795 1,187 421 338 855 647 997 651 1,163 824 1,459 1,045 1,574 1,044 563 487 309 308 582 521 258 353 344 388 448 370 472 519 712 839 513 417 608 589 1,875 1,633 1,254 973 1,681 1,692 1,249 1,178 1,201 803 1,087 820 332 217 493 372 432 220 167 81 190 354 200 212 1,004 802 355 355 522 522 1,102 1,055 248 177 1,053 671 899 495 1,210 931 629 521 652 385 411 363 477 293 701 427 1,294 1,420 1,138 845 1,440 1,379 287 483 217 572 286 165 56 352 143 182 158 325 148 411 426 199 318 214 144 102 171 231 88 154 53 151 194 64 134 208 141 426 202 486 165 86 101 39 33 114 120 99 73 107 188 127 70 102 79 211 217 191 112 145 109 126 288 406 226 183 -215 32 274 443 141 324 111 75 -15 104 241 67 79 5 1 64 251 109 64 165 297 120 140 135 146 108 287 107 121 206 133 132 144 319 270 151 150 265 123 102 131 154 79 262 127 30 363 179 118 222 128 2030 Proposed TOD with 4Ds No Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 479 832 471 1,046 708 507 367 793 429 1,891 1,302 2,340 1,623 1,893 1,275 1,696 1,535 638 450 1,255 882 1,763 1,173 398 334 836 622 993 632 1,133 808 1,395 1,018 1,495 1,018 572 484 492 318 585 630 253 351 339 367 446 388 455 506 685 811 489 403 591 581 1,905 1,630 1,218 958 1,392 991 1,246 1,138 1,129 788 1,040 802 333 328 487 351 436 226 184 91 193 329 201 213 1,248 1,177 640 606 512 512 1,090 1,009 249 171 1,051 671 880 480 1,166 895 626 515 621 382 395 349 459 286 658 415 1,355 1,423 1,410 849 1,405 1,366 480 830 470 1,050 710 510 370 790 430 1,890 1,300 2,340 1,620 1,890 1,280 1,700 1,530 640 450 1,250 880 1,760 1,170 400 330 840 620 990 630 1,130 810 1,390 1,020 1,500 1,020 570 480 490 320 580 630 250 350 340 370 450 390 460 510 690 810 490 400 590 580 1,910 1,630 1,220 960 1,390 990 1,250 1,140 1,130 790 1,040 800 330 330 490 350 440 230 180 90 190 330 200 210 1,250 1,180 640 610 510 510 1,090 1,010 250 170 1,050 670 880 480 1,170 900 630 510 620 380 400 350 460 290 660 420 1,350 1,420 1,410 850 1,410 1,370 480 830 470 1,050 710 510 370 790 430 1,890 1,300 2,340 1,620 1,890 1,280 1,700 1,530 640 450 1,250 880 1,760 1,170 400 330 840 620 990 630 1,130 810 1,390 1,020 1,500 1,020 570 480 490 320 580 630 250 350 340 370 450 390 460 510 690 810 490 400 590 580 1,910 1,630 1,220 960 1,390 1,000 1,250 1,140 1,130 790 1,040 800 330 340 490 350 440 230 190 100 190 330 200 210 1,250 1,180 640 610 510 510 1,090 1,010 250 170 1,050 670 880 480 1,170 900 630 510 620 380 400 350 460 290 660 420 1,350 1,420 1,410 850 1,410 1,370 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 2 2 2 2 2 1 1 2 2 2 2 3 2 3 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 2 2 2 3 2 3 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 2 2 2 2 2 3 2 2 2 2 Capacity V/C LOS 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 2640 1760 2640 1760 1760 1760 1540 1540 1540 1540 2640 2640 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 2640 2640 1760 1760 1760 2640 1760 2640 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 1540 1540 1540 1540 1760 2640 1760 1760 1760 1760 0.302 0.529 0.295 0.672 0.451 0.840 0.607 0.648 0.348 1.064 0.729 0.876 0.910 0.706 0.717 0.956 0.859 0.406 0.282 0.802 0.561 0.657 0.433 0.250 0.204 0.535 0.393 0.633 0.399 0.724 0.516 0.893 0.652 0.964 0.652 0.940 0.790 0.807 0.523 0.957 1.040 0.407 0.573 0.557 0.607 0.740 0.640 0.757 0.840 1.140 1.340 0.807 0.657 0.973 0.957 0.713 0.607 0.683 0.535 0.780 0.369 0.700 0.422 0.632 0.439 0.581 0.445 0.540 0.557 0.807 0.573 0.723 0.373 0.307 0.157 0.148 0.265 0.157 0.165 1.032 0.973 1.057 1.007 0.840 0.840 0.609 0.564 0.407 0.273 0.672 0.425 0.561 0.302 0.750 0.574 0.808 0.652 0.393 0.237 0.509 0.445 0.289 0.178 0.419 0.263 0.757 0.528 0.791 0.473 0.791 0.768 A A A B A D B B A F C D E C C E D A A D A B A A A A A B A C A D B E B E C D A E F A A A B C B C D F F D B E E C B B A C A C A B A A A A A D A C A A A A A A A F E F F D D B A A A B A A A C A D B A A A A A A A A C A C A C C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 Roadway From To Cattaraugus Crenshaw Blvd 8th St Overhill Alviso Alviso Beverlywood 8th St Crenshaw Blvd Alviso Overhill West Blvd Alviso Crenshaw Bl 8th St 8th St Florence Av Florence Av West Blvd Crenshaw Blvd 8th St 4th Ave 4th Ave Arlington Ave West Bl Crenshaw Bl Crenshaw 8th 8th Van Ness West Bl Crenshaw Bl Crenshaw 4th 4th Van Ness West Bl Crenshaw Bl Crenshaw Bl Crenshaw Blvd West Blvd 4th Ave 8th St Arlington Ave 4th Ave Crenshaw Bl West Bl 8th Crenshaw Van Ness 8th Crenshaw Bl West Bl 4th Crenshaw Van Ness 4th Crenshaw Bl West Bl Florence Av Florence Av 8th Ave 4th Ave 4th Ave 8th Ave Florence Av Florence Av Crenshaw Blvd 8th St 4th Ave Arlington Ave Crenshaw Bl Van Ness Av Crenshaw Bl 8th Av 8th St Crenshaw Blvd Arlington Ave 4th Ave Van Ness Av Crenshaw Bl 8th Av Crenshaw Bl Slauson Av Slauson Av 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St Hyde Park Bl Hyde Park Bl Hyde Park Hyde Park Hyde Park Hyde Park Bl Bl Bl Bl 67th St 67th St 67th St 67th St 67th St 67th St Florence Av Florence Av 76th St 76th St 79th St 79th St Existing ATSAC Existing ATCS X X West Blvd X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 982 1,237 92 179 89 315 166 426 369 426 114 195 213 245 393 497 321 390 400 455 358 368 75 233 114 255 1,175 2,141 1,420 2,303 1,314 2,139 1,448 2,327 105 169 90 145 158 96 18 81 28 -5 17 133 110 200 12 76 -4 53 45 61 7 -7 16 9 90 78 9 41 9 85 66 42 168 157 131 59 168 165 30 81 9 44 Total 443,523 59,109 2030 Proposed TOD with 4Ds No Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 962 1,230 65 167 84 156 174 421 352 397 120 184 217 244 397 511 216 414 213 248 355 365 58 105 57 181 1,195 2,195 1,400 2,051 1,299 2,129 1,430 2,308 115 168 108 157 960 1,230 70 170 80 160 170 420 350 400 120 180 220 240 400 510 220 410 210 250 360 370 60 100 60 180 1,190 2,200 1,400 2,050 1,300 2,130 1,430 2,310 120 170 110 160 960 1,230 70 170 80 170 170 420 350 400 120 180 230 240 400 510 220 420 210 250 360 370 60 100 60 180 1,190 2,200 1,400 2,050 1,300 2,130 1,430 2,310 120 170 110 160 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 Capacity V/C LOS Model Model Delta 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.535 0.689 0.107 0.273 0.123 0.273 0.273 0.690 0.573 0.657 0.190 0.290 0.373 0.390 0.509 0.652 0.276 0.535 0.263 0.315 0.590 0.607 0.090 0.157 0.090 0.290 0.441 0.823 0.520 0.767 0.482 0.797 0.532 0.865 0.190 0.273 0.173 0.257 A B A A A A A B A B A A A A A B A A A A A B A A A A A D A C A C A D A A A A 1,326 1,085 194 129 235 158 340 277 604 421 156 163 223 190 580 533 379 298 410 391 566 365 237 168 318 187 1,713 1,621 2,289 1,873 2,058 1,657 2,419 1,816 213 129 243 67 199 172 69 57 82 97 123 141 200 159 77 88 92 5 137 128 24 50 44 6 124 142 147 59 158 106 259 291 340 419 167 202 438 373 142 46 141 -5 505,238 93,671 442,060 2030 TOD Proposed with 4Ds No Bike Lanes AM LOS D or Better 437 Los E 31 Los F 40 Los E or F 71 Total 508 2030 Proposed TOD with 4Ds No Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 1,296 1,063 198 137 238 161 332 267 577 403 144 154 217 194 585 537 390 302 417 405 574 358 223 169 311 188 1,716 1,622 2,284 1,849 2,039 1,628 2,355 1,761 209 138 237 86 1,300 1,060 200 140 240 160 330 270 580 400 140 150 220 190 580 540 390 300 420 410 570 360 220 170 310 190 1,720 1,620 2,280 1,850 2,040 1,630 2,360 1,760 210 140 240 90 1,300 1,060 200 140 240 160 330 270 580 400 140 150 220 200 580 540 390 300 420 410 570 360 220 170 310 190 1,720 1,620 2,280 1,850 2,040 1,630 2,360 1,760 210 140 240 100 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 Capacity V/C LOS 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.729 0.592 0.323 0.223 0.390 0.257 0.540 0.440 0.957 0.657 0.223 0.240 0.357 0.323 0.743 0.691 0.496 0.380 0.535 0.522 0.940 0.590 0.357 0.273 0.507 0.307 0.642 0.604 0.854 0.691 0.763 0.607 0.884 0.657 0.340 0.223 0.390 0.157 C A A A A A A A E B A A A A C B A A A A E A A A A A B B D B C B D B A A A A 500,050 2030 TOD Proposed with 4Ds No Bike Lanes PM LOS D or Better 409 Los E 44 Los F 55 Los E or F 99 Total 508 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 Roadway Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St La Cienega Ave La Cienega Ave La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Clyde Av Clyde Av Thurman Av Thurman Av Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Du Ray / Sanchez Du Ray / Sanchez Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av From Cattaraugus Beverlywood National Blvd Cataraugus Ave Beverlywood St 18th St Beverlywood St Cadillac Av Venice Blvd Beverlywood St Washington Bl La Cienega Bl Wrightcrest Dr Rodeo Rd Rodeo Rd Jefferson Bl Fairfax Ave Washington Bl Washington Bl Venice Bl Venice Bl Cadillac Av Cadillac Av 18th St Wrightcrest Dr Rodeo Rd Jefferson Blvd Fairfax Ave La Cienega Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl 18th St Coliseum St Rodeo Rd Washington Bl Venice Bl Jefferson Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Cochran Coliseum St Rodeo Rd Jefferson Bl Westhaven Adams Bl Westhaven Jefferson Bl Adams Bl Washington Bl Washington Bl Venice Bl Fairview Slauson Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl To Beverlywood Cattaraugus Cataraugus Ave National Blvd 18th St Beverlywood St Cadillac Av Beverlywood St Beverlywood St Venice Blvd La Cienega Bl Washington Bl Rodeo Rd Wrightcrest Dr Jefferson Bl Rodeo Rd Washington Bl Fairfax Ave I-10 Venice Bl Washington Bl Cadillac Av Venice Bl 18th St Cadillac Av Rodeo Rd Wrightcrest Dr Fairfax Ave Jefferson Blvd Adams Bl La Cienega Bl Washington Bl Adams Bl Venice Bl Washington Bl 18th St Venice Bl Rodeo Rd Coliseum St Venice Bl Washington Bl Adams Bl Jefferson Bl Washington Bl Adams Bl Venice Bl Washington Bl Coliseum St Cochran Jefferson Bl Rodeo Rd Adams Bl Westhaven Jefferson Bl Westhaven Washington Bl Adams Bl Venice Bl Washington Bl Slauson Fairview Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl Washington Bl Washington Bl Venice Bl Adams Blvd I-10 Veronica St Coliseum St Venice Bl Washington Bl I-10 Adams Blvd Coliseum St Veronica St I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 75 76 Rimpau Bl Rimpau Bl 21st St Washington Bl Washington Bl 21st St NB SB 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 Rimpau Bl Rimpau Bl Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Hillcrest Hillcrest Hillcrest Hillcrest Farmdale Av Farmdale Av Chesapeake Av Chesapeake Av Alviso Av Alviso Av Alviso Av Alviso Av Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Washington Bl Venice Bl Exposition Bl Jefferson Bl Jefferson Bl Adams Bl Adams Bl 21st St Santa Rosalia Santo Tomas Santa Rosalia Martin Luther King Jr Bl Rodeo Rd Jefferson Bl Coliseum St Rodeo Rd 60th Slauson Av 60th 64th Coliseum St Rodeo Rd Coliseum St 39th Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Martin Luther King Jr Blvd 39th St Venice Bl Washington Bl Jefferson Bl Exposition Bl Adams Bl Jefferson Bl 21st St Adams Bl Santo Tomas Santa Rosalia Martin Luther King Jr Bl Santa Rosalia Jefferson Bl Rodeo Rd Rodeo Rd Coliseum St Slauson Av 60th 64th 60th Rodeo Rd Coliseum St 39th Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl 39th St Martin Luther King Jr Blvd NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 107 108 West Bl West Bl Adams Bl Washington Bl Washington Bl Adams Bl NB SB 109 110 111 West Bl West Bl West Bl Washington Bl Venice Bl Venice Bl Venice Bl Washington Bl Pico Bl NB SB NB Model 726 519 393 934 590 551 474 351 478 375 435 528 2,518 2,943 2,619 2,834 1,511 1,006 2,667 1,861 2,677 3,459 3,282 3,031 2,518 2,943 2,409 2,522 1,132 1,519 1,396 1,475 1,268 1,325 875 655 516 250 530 100 330 380 394 554 473 386 105 71 238 242 367 292 268 384 288 365 480 496 1,462 1,359 1,958 1,616 2,445 1,991 2,318 2,316 2,208 2,224 2,584 2,147 2,511 2,489 1,750 1,501 364 368 169 102 408 433 494 503 407 424 426 624 510 303 484 351 423 369 330 99 14 85 435 413 405 429 460 399 591 541 505 412 499 521 572 462 583 Model Delta -301 -301 -486 -536 -452 -223 199 126 146 230 -14 148 -6 216 159 312 -357 -230 -239 66 153 223 177 346 -6 216 -466 -262 -68 -24 4 46 132 148 69 61 53 15 187 30 164 80 138 140 50 28 13 9 -160 -244 -37 -161 -153 -10 29 -27 4 -46 84 37 -511 -316 -410 -200 4 115 437 228 241 480 151 180 -489 -336 61 168 154 102 214 267 107 180 87 160 109 179 135 111 109 212 17 194 -55 14 -5 1 83 73 131 96 100 145 132 126 121 143 114 119 43 68 52 2030 Proposed TOD with 4Ds Full Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 1,070 1,070 1,080 secondary highway 770 1 1,349 475 1,033 673 594 456 345 462 342 458 523 2,595 2,980 2,743 2,860 2,663 2,178 2,791 1,905 2,387 3,516 3,337 1,938 2,525 2,910 2,492 2,572 1,193 1,570 1,443 1,509 1,280 1,334 897 671 534 262 515 115 317 387 385 557 492 394 51 37 410 580 529 206 122 512 434 297 503 322 1,710 1,061 1,484 1,357 2,598 2,093 2,383 2,366 2,844 2,400 2,611 2,120 2,486 2,460 1,833 1,560 371 360 158 105 388 402 489 490 403 413 391 539 362 263 481 326 444 352 74 112 86 91 439 271 319 400 463 391 550 545 491 389 605 439 586 466 604 1,350 480 1,030 670 590 460 340 460 340 460 520 2,600 2,980 2,740 2,860 2,660 2,180 2,790 1,900 2,390 3,520 3,340 1,940 2,530 2,910 2,490 2,570 1,190 1,570 1,440 1,510 1,280 1,330 900 670 530 260 520 110 320 390 380 560 490 390 50 40 410 580 530 210 120 510 430 300 500 320 1,710 1,060 1,480 1,360 2,600 2,090 2,380 2,370 2,840 2,400 2,610 2,120 2,490 2,460 1,830 1,560 1,360 490 1,040 680 600 460 340 460 340 470 520 2,610 2,980 2,740 2,860 2,670 2,190 2,800 1,900 2,390 3,520 3,340 1,940 2,540 2,910 2,500 2,580 1,200 1,580 1,450 1,510 1,280 1,330 900 670 530 260 520 110 320 390 380 560 490 390 50 40 420 590 540 220 130 520 430 310 510 330 1,710 1,060 1,490 1,370 2,610 2,100 2,390 2,370 2,840 2,400 2,610 2,120 2,490 2,460 1,840 1,570 370 360 160 110 390 400 490 490 400 410 390 540 360 260 480 330 440 350 70 110 90 90 440 270 320 400 460 390 550 550 490 390 600 440 590 470 600 secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector Capacity V/C LOS 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 3 3 2 2 770 770 770 770 770 770 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 500 500 500 500 500 500 500 500 500 500 1760 1760 1760 1760 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1.393 1.756 0.626 1.341 0.873 0.769 0.757 0.557 0.757 0.557 0.524 0.581 0.979 1.119 1.028 1.073 1.001 0.820 1.051 0.710 0.895 1.323 1.255 0.725 0.952 1.092 1.410 1.456 0.672 0.888 0.814 0.848 0.717 0.746 1.013 0.751 0.873 0.423 0.857 0.173 0.523 0.640 0.623 0.923 0.807 0.640 0.073 0.057 0.830 1.170 1.070 0.430 0.250 1.030 0.850 0.610 1.010 0.650 0.962 0.592 0.837 0.768 1.473 1.183 0.895 0.888 1.066 0.899 0.979 0.793 0.933 0.922 1.035 0.882 F F B F D C C A C A A A E F F F F D F C D F F C E F F F B D D D C C F C D A D A A B B E D B A A D F F A A F D B F B E A D C F F D D F D E C E E F D major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 500 500 500 500 500 500 500 500 500 500 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 370 360 collector collector 600 600 1 1 600 600 0.607 0.590 B A 160 110 390 400 490 490 400 410 390 540 360 260 480 330 440 350 80 110 100 100 440 270 320 400 460 390 550 550 490 390 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.257 0.173 0.640 0.657 0.807 0.807 0.657 0.673 0.640 0.890 0.590 0.423 0.790 0.540 0.723 0.573 0.123 0.173 0.157 0.157 0.723 0.440 0.523 0.657 0.757 0.640 0.907 0.907 0.807 0.640 A A B B D D B B B D A A C A C A A A A A C A A B C B E E D B 600 440 collector collector 600 600 1 1 600 600 0.990 0.723 E C 590 470 600 collector collector collector 600 600 600 1 1 1 600 600 600 0.973 0.773 0.990 E C E local local local local local local local local local local 1 1 1 1 Model 715 573 467 909 643 536 573 353 483 449 631 440 2,453 3,081 2,684 3,059 1,272 1,657 2,540 2,525 2,566 3,466 2,983 3,329 2,453 3,081 2,365 2,579 1,223 1,100 1,312 1,398 1,287 1,479 785 713 437 575 475 361 408 432 454 503 422 464 109 227 289 317 424 468 360 332 360 396 529 427 1,438 1,435 1,891 1,949 2,420 2,289 2,611 2,737 2,508 2,414 2,651 2,483 2,895 2,974 1,800 1,607 387 419 193 411 427 496 559 551 480 453 670 520 547 472 462 543 435 444 239 220 105 127 471 465 446 534 515 532 625 610 544 504 524 581 551 534 537 Model Delta -397 -249 -290 -475 -422 -418 172 115 144 81 152 -4 153 59 484 182 -184 -337 274 -151 301 70 333 134 153 59 -256 -541 -24 -179 31 8 334 128 140 90 78 93 209 209 140 120 134 129 25 -5 -1 19 -96 -245 -37 -85 -82 -104 -3 -56 -10 -213 99 4 -191 -323 -69 -33 444 416 601 625 668 412 537 417 -179 -302 108 52 177 38 205 272 222 103 126 69 228 74 183 148 228 100 152 87 132 67 68 96 80 52 75 101 210 52 219 146 100 109 122 81 147 63 134 2030 Proposed TOD with 4Ds Full Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 1,269 1,270 1,280 secondary highway 770 1 1,113 518 994 718 612 574 346 460 437 627 466 2,918 2,689 2,633 3,112 2,546 2,240 2,558 2,624 2,281 3,548 3,008 2,291 2,428 3,079 2,416 2,669 1,270 1,171 1,356 1,447 1,268 1,507 787 725 435 588 295 275 397 430 522 497 651 696 129 236 500 620 309 449 452 183 388 564 551 492 1,452 1,534 1,461 1,641 2,502 2,362 2,600 2,737 2,921 3,001 2,596 2,483 2,808 2,907 1,831 1,659 380 423 167 422 411 467 535 556 475 458 660 532 533 463 440 553 427 442 230 226 106 130 477 483 453 544 495 553 483 661 533 491 612 688 552 553 542 1,110 520 990 720 610 570 350 460 440 630 470 2,920 2,690 2,630 3,110 2,550 2,240 2,560 2,620 2,280 3,550 3,010 2,290 2,430 3,080 2,420 2,670 1,270 1,170 1,360 1,450 1,270 1,510 790 720 430 590 290 270 400 430 520 500 650 700 130 240 500 620 310 450 450 180 390 560 550 490 1,450 1,530 1,460 1,640 2,500 2,360 2,600 2,740 2,920 3,000 2,600 2,480 2,810 2,910 1,830 1,660 1,120 530 1,000 730 620 570 350 460 440 630 480 2,920 2,690 2,630 3,110 2,560 2,250 2,560 2,630 2,280 3,550 3,010 2,290 2,430 3,080 2,430 2,680 1,280 1,180 1,360 1,450 1,270 1,510 790 720 430 590 290 270 400 430 520 500 650 710 140 240 510 630 320 460 460 190 400 570 560 500 1,450 1,540 1,470 1,650 2,510 2,370 2,600 2,740 2,920 3,000 2,600 2,480 2,810 2,910 1,840 1,670 380 420 170 420 410 470 530 560 480 460 660 530 530 460 440 550 430 440 230 230 110 130 480 480 450 540 500 550 480 660 530 490 610 690 550 550 540 Capacity V/C LOS 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 3 3 2 2 770 770 770 770 770 770 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 500 500 500 500 500 500 500 500 500 500 1760 1760 1760 1760 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1.652 1.445 0.678 1.289 0.938 0.795 0.940 0.573 0.757 0.723 0.706 0.535 1.096 1.009 0.986 1.168 0.960 0.842 0.960 0.986 0.854 1.335 1.130 0.857 0.910 1.157 1.371 1.513 0.717 0.660 0.763 0.814 0.712 0.848 0.888 0.808 0.707 0.973 0.473 0.440 0.657 0.707 0.857 0.823 1.073 1.173 0.223 0.390 1.010 1.250 0.630 0.910 0.910 0.370 0.790 1.130 1.110 0.990 0.814 0.865 0.825 0.928 1.416 1.337 0.975 1.028 1.096 1.126 0.975 0.929 1.054 1.092 1.035 0.939 F F B F E C E A C C C A F F E F E D E E D F F D E F F F C B C D C D D D C E A A B C D D F F A A F F B E E A C F F E D D D E F F E F F F E E F F F E 600 600 1 1 600 600 0.623 0.690 B B 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.273 0.690 0.673 0.773 0.873 0.923 0.790 0.757 1.090 0.873 0.873 0.757 0.723 0.907 0.707 0.723 0.373 0.373 0.173 0.207 0.790 0.790 0.740 0.890 0.823 0.907 0.790 1.090 0.873 0.807 A B B C D E C C F D D C C E C C A A A A C C C D D E C F D D collector collector 600 600 1 1 600 600 1.007 1.140 F F collector collector collector 600 600 600 1 1 1 600 600 600 0.907 0.907 0.890 E E D secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector local local local local local local local local local local major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 500 500 500 500 500 500 500 500 500 500 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 380 420 collector collector 170 420 410 470 530 560 480 460 660 530 530 460 440 550 430 440 230 230 110 130 480 480 450 540 500 550 480 660 530 490 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 610 690 550 550 540 1 1 1 1 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 Roadway West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Leimert Leimert Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av Stocker Pl Stocker Pl 9th Av 9th Av Westside Av Westside Av 7th Av 7th Av 7th Av 7th Av 7th Av 7th Av 6th Av 6th Av 6th Av 6th Av 6th Av 6th Av 5th Av 5th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av Dublin Av Dublin Av 3rd Av 3rd Av Van Ness Av Van Ness Av From Cattaraugus Pico Bl Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 54th St Angeles Vista Bl 79th St Florence Av Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 48th St 54th St 48th St Leimert Bl Leimert Bl Vernon Av Vernon Av Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl I-10 Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl Adams Blvd I-10 Martin Luther King Jr Blvd 39th St 39th St Coliseum St Vernon Av Martin Luther King Jr Bl 43rd Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Martin Luther King Jr Blvd 39th St 76th St Florence Av Florence Hyde Park Hyde Park Slauson Av Slauson Av 54th St 48th St 54th St 48th St Vernon Av Vernon Av 42nd St 42nd St Leimert Bl Stocker Pl Martin Luther King Jr Bl Martin Luther King Jr Bl Coliseum St Rodeo Rd Jefferson Bl Jefferson Bl Montclair St Montclair St Adams Blvd Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl 76th St Florence Av Hyde Park 67th 67th Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl 76th St Florence Av To Beverlywood Venice Bl Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av Angeles Vista Bl 54th St Florence Av 79th St Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av 54th St 48th St Leimert Bl 48th St Vernon Av Leimert Bl Stocker St Vernon Av Martin Luther King Jr Bl Stocker St Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl I-10 Venice Bl Washington Bl Pico Bl Venice Bl I-10 Adams Blvd 39th St Martin Luther King Jr Blvd Coliseum St 39th St Martin Luther King Jr Bl Vernon Av Stocker St 43rd Martin Luther King Jr Bl Stocker St Rodeo Rd Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Coliseum St Jefferson Bl Rodeo Rd 39th St Martin Luther King Jr Blvd Florence Av 76th St Hyde Park Florence Slauson Av Hyde Park 54th St Slauson Av 54th St 48th St Vernon Av 48th St 42nd St Vernon Av Leimert Bl 42nd St Martin Luther King Jr Bl Stocker Pl Coliseum St Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Montclair St Jefferson Bl Adams Blvd Montclair St Washington Bl Adams Bl Venice Bl Washington Bl Pico Bl Venice Bl Florence Av 76th St 67th Hyde Park Florence 67th Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Florence Av 76th St Existing ATCS X X X X X X X X X X X X X X X X X Direction Model Model Delta NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 462 927 536 741 320 260 204 217 258 1,715 1,279 1,917 1,377 1,610 1,135 1,784 1,212 1,224 1,868 2,849 1,604 1,724 793 1,690 1,167 1,744 1,064 1,146 1,028 1,870 1,654 1,875 1,746 2,503 1,979 1,528 1,264 1,365 1,696 2,572 2,362 1,136 1,196 1,234 1,208 1,421 917 338 307 237 116 337 354 196 199 336 321 282 292 335 283 226 154 395 235 319 324 253 132 431 189 576 547 478 351 562 426 391 423 472 461 510 333 649 646 955 679 370 462 252 208 147 167 86 99 329 170 281 169 364 151 425 176 471 212 579 547 238 252 473 463 68 112 23 191 56 135 71 58 70 287 244 313 256 211 207 179 214 258 234 232 296 181 219 20 253 116 188 587 602 399 773 251 608 399 411 175 119 -44 227 287 606 483 693 603 615 84 74 127 84 166 64 113 176 91 127 202 192 115 71 99 74 88 32 117 70 149 25 73 13 125 104 183 194 189 144 254 175 120 146 239 233 198 174 202 184 310 185 233 223 40 77 32 88 35 24 103 41 91 66 124 41 191 75 327 143 136 196 116 137 7 18 2030 Proposed TOD with 4Ds Full Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 467 944 559 739 326 453 359 219 258 1,709 1,274 1,921 1,374 1,506 973 1,579 1,119 1,835 1,735 2,883 1,596 1,741 782 1,737 1,161 2,126 1,517 1,069 952 1,853 1,564 1,889 1,676 2,513 1,663 2,326 1,689 1,473 1,409 2,530 2,265 1,062 1,087 1,142 1,113 580 562 206 180 349 214 334 337 196 196 308 290 276 299 703 392 543 336 388 238 154 51 101 41 424 187 562 531 458 340 531 416 390 411 450 434 485 305 638 643 928 674 344 436 263 214 97 153 79 90 325 174 126 95 144 74 410 183 433 199 583 533 156 244 496 485 470 940 560 740 330 450 360 220 260 1,710 1,270 1,920 1,370 1,510 970 1,580 1,120 1,840 1,730 2,880 1,600 1,740 780 1,740 1,160 2,130 1,520 1,070 950 1,850 1,560 1,890 1,680 2,510 1,660 2,330 1,690 1,470 1,410 2,530 2,270 1,060 1,090 1,140 1,110 580 560 210 180 350 210 330 340 200 200 310 290 280 300 700 390 540 340 390 240 150 50 100 40 420 190 560 530 460 340 530 420 390 410 450 430 480 310 640 640 930 670 340 440 260 210 100 150 80 90 330 170 130 100 140 70 410 180 430 200 580 530 160 240 500 490 470 940 560 740 330 450 360 220 260 1,710 1,270 1,920 1,370 1,510 970 1,580 1,120 1,840 1,730 2,880 1,600 1,740 780 1,740 1,160 2,130 1,520 1,070 950 1,850 1,560 1,890 1,680 2,510 1,660 2,330 1,690 1,480 1,410 2,530 2,270 1,060 1,090 1,140 1,110 580 560 210 180 350 210 330 340 200 200 310 290 280 300 700 390 540 340 390 240 150 50 100 40 420 190 560 530 460 340 530 420 390 410 450 430 480 310 640 640 930 670 340 440 260 210 100 150 80 90 330 170 130 100 140 70 410 180 430 200 580 530 160 240 500 490 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 2 2 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS Model Model Delta 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 2200 2200 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 0.773 0.773 0.457 0.607 0.265 0.740 0.590 0.357 0.423 0.638 0.471 0.717 0.509 0.562 0.357 0.469 0.329 0.548 0.514 0.863 0.475 0.517 0.226 0.781 0.517 0.958 0.681 0.314 0.278 0.551 0.463 0.849 0.754 0.751 0.493 1.049 0.758 0.663 0.631 0.757 0.678 0.311 0.320 0.335 0.326 0.210 0.202 0.340 0.290 0.573 0.340 0.540 0.557 0.323 0.323 0.507 0.473 0.457 0.490 1.157 0.640 0.890 0.557 0.640 0.390 0.240 0.073 0.157 0.057 0.690 0.307 0.923 0.873 0.757 0.557 0.873 0.690 0.640 0.673 0.740 0.707 0.790 0.507 1.057 1.057 1.540 1.107 0.557 0.723 0.423 0.340 0.157 0.240 0.123 0.140 0.540 0.273 0.207 0.157 0.223 0.107 0.673 0.290 0.707 0.323 0.957 0.873 0.257 0.390 0.639 0.626 C C A B A C A A A B A C A A A A A A A D A A A C A E B A A A A D C C A F C B B C B A A A A A A A A A A A A A A A A A A F B D A B A A A A A B A E D C A D B B B C C C A F F F F A C A A A A A A A A A A A A B A C A E D A A B B 608 1,089 893 632 865 338 352 250 241 1,716 1,858 1,758 1,963 1,472 1,724 1,533 1,952 2,038 1,712 2,365 2,774 1,428 1,627 1,340 1,943 1,365 1,989 1,619 1,463 2,029 2,290 1,856 1,791 2,376 2,332 1,337 1,312 1,357 1,595 2,619 2,704 1,728 1,682 1,864 1,587 1,187 1,408 440 399 341 302 459 409 366 293 452 462 363 361 358 432 230 276 358 397 363 402 176 265 388 324 545 660 476 547 538 529 536 411 588 578 486 555 658 708 655 1,033 572 540 278 356 341 193 223 157 307 365 298 322 291 405 292 477 413 547 666 594 304 390 408 546 92 224 171 136 153 78 135 29 32 362 387 283 227 231 124 343 227 266 444 603 298 515 364 286 87 -5 2 599 406 477 289 83 -270 426 481 62 81 65 173 362 130 674 502 711 450 50 -3 214 135 269 198 188 122 244 146 281 229 109 128 120 101 77 95 127 139 50 188 67 1 132 144 231 182 246 204 196 128 186 89 304 251 255 223 162 246 154 451 372 180 106 144 167 126 126 68 138 116 183 115 174 180 179 133 349 255 226 75 123 194 -1 42 2030 Proposed TOD with 4Ds Full Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 617 1,087 893 634 867 465 513 264 246 1,702 1,842 1,756 1,979 1,433 1,314 1,566 1,759 1,762 1,990 2,322 2,798 1,379 1,613 1,679 1,782 1,656 1,852 1,559 1,428 1,997 2,311 1,899 1,905 2,395 2,161 1,952 1,557 1,484 1,564 2,561 2,688 1,621 1,608 1,752 1,515 541 508 419 393 314 285 446 402 343 282 415 431 361 357 350 434 234 279 355 386 372 387 176 281 380 310 522 652 455 530 523 536 285 274 553 549 453 526 655 695 658 986 530 530 278 350 330 185 215 157 295 356 283 316 275 390 289 301 371 523 658 603 152 212 429 565 620 1,090 890 630 870 460 510 260 250 1,700 1,840 1,760 1,980 1,430 1,310 1,570 1,760 1,760 1,990 2,320 2,800 1,380 1,610 1,680 1,780 1,660 1,850 1,560 1,430 2,000 2,310 1,900 1,910 2,390 2,160 1,950 1,560 1,480 1,560 2,560 2,690 1,620 1,610 1,750 1,520 540 510 420 390 310 290 450 400 340 280 410 430 360 360 350 430 230 280 360 390 370 390 180 280 380 310 520 650 450 530 520 540 290 270 550 550 450 530 660 700 660 990 530 530 280 350 330 190 220 160 300 360 280 320 280 390 290 300 370 520 660 600 150 210 430 570 620 1,090 890 630 870 460 510 260 250 1,700 1,840 1,760 1,980 1,430 1,310 1,570 1,760 1,760 1,990 2,320 2,800 1,380 1,610 1,680 1,780 1,670 1,860 1,560 1,430 2,000 2,310 1,900 1,920 2,390 2,160 1,950 1,560 1,480 1,560 2,560 2,690 1,620 1,610 1,750 1,520 540 520 420 390 310 290 450 400 340 280 410 430 360 360 350 430 230 280 360 390 370 390 180 290 380 310 520 650 450 530 520 540 290 270 550 550 450 530 660 700 660 990 530 530 280 350 330 190 220 160 300 360 280 320 280 390 290 300 370 520 660 600 150 210 440 570 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 2 2 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 2200 2200 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1.023 0.898 0.732 0.515 0.715 0.757 0.840 0.423 0.407 0.634 0.687 0.657 0.740 0.532 0.486 0.466 0.523 0.523 0.593 0.693 0.838 0.408 0.478 0.754 0.799 0.749 0.835 0.463 0.423 0.596 0.690 0.854 0.863 0.714 0.645 0.876 0.699 0.663 0.699 0.766 0.805 0.481 0.478 0.520 0.451 0.195 0.187 0.690 0.640 0.507 0.473 0.740 0.657 0.557 0.457 0.673 0.707 0.590 0.590 0.573 0.707 0.373 0.457 0.590 0.640 0.607 0.640 0.290 0.473 0.623 0.507 0.857 1.073 0.740 0.873 0.857 0.890 0.473 0.440 0.907 0.907 0.740 0.873 1.090 1.157 1.090 1.640 0.873 0.873 0.457 0.573 0.540 0.307 0.357 0.257 0.490 0.590 0.457 0.523 0.457 0.640 0.473 0.490 0.607 0.857 1.090 0.990 0.240 0.340 0.561 0.730 F D C A C C D A A B B B C A A A A A A B D A A C C C D A A A B D D C B D B B B C D A A A A A A B B A A C B A A B C A A A C A A A B B B A A B A D F C D D D A A E E C D F F F F D D A A A A A A A A A A A B A A B D F E A A A C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 Roadway Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av From To Cattaraugus Hyde Park Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Adams Bl Beverlywood Florence Hyde Park Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl I-10 Adams Bl Venice Bl Washington Bl Washington Blvd I-10 Pico Bl Venice Bl Washington Bl Venice Bl I-10 Washington Blvd Venice Bl Pico Bl I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 484 615 533 479 785 600 558 412 546 432 667 470 913 843 594 579 948 818 854 864 1,010 771 1,035 1,096 821 762 -56 -30 -11 5 184 109 62 20 6 -5 -445 -26 -675 -432 -482 -367 -476 -320 -344 -252 -755 -554 -503 -604 -459 -485 2030 Proposed TOD with 4Ds Full Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 733 715 560 504 923 671 872 626 565 456 779 498 1,067 960 709 674 1,073 903 893 780 1,191 909 1,121 1,197 947 886 730 710 560 500 920 670 870 630 570 460 780 500 1,070 960 710 670 1,070 900 890 780 1,190 910 1,120 1,200 950 890 740 720 570 510 920 670 870 630 570 470 790 510 1,080 970 720 680 1,080 910 900 790 1,200 920 1,130 1,210 960 900 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS Model Model Delta 770 770 770 770 1540 1540 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 0.951 0.925 0.730 0.652 0.587 0.425 1.120 0.808 0.730 0.600 1.016 0.652 1.393 1.250 0.925 0.873 1.393 1.172 1.159 1.016 1.548 1.185 1.458 1.561 1.237 1.159 E E C B A A F D C B F B F F E D F F F F F F F F F F 625 488 494 586 680 792 490 472 487 527 615 585 836 862 619 630 912 877 901 801 997 802 878 1,068 768 779 94 -6 24 62 111 169 60 30 25 -16 -230 -288 -483 -675 -429 -423 -434 -518 -312 -578 -669 -611 -774 -541 -519 -422 2030 Proposed TOD with 4Ds Full Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 639 515 510 602 822 981 740 1,005 511 556 688 670 958 1,017 722 738 1,028 1,008 490 768 1,163 951 1,015 1,159 898 898 640 520 510 600 820 980 740 1,010 510 560 690 670 960 1,020 720 740 1,030 1,010 490 770 1,160 950 1,010 1,160 900 900 640 530 510 600 820 980 740 1,010 510 570 700 680 970 1,030 730 750 1,040 1,020 500 780 1,170 960 1,020 1,170 910 910 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS 770 770 770 770 1540 1540 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 0.821 0.678 0.652 0.769 0.522 0.626 0.951 1.302 0.652 0.730 0.899 0.873 1.250 1.328 0.938 0.964 1.341 1.315 0.639 1.003 1.509 1.237 1.315 1.509 1.172 1.172 D B B C A B E F B C D D F F E E F F B F F F F F F F APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 Roadway 18th St 18th St 18th St 18th St Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Beverlywood St Beverlywood St Beverlywood St Beverlywood St Cattaraugus Av Cattaraugus Av Cattaraugus Av Cattaraugus Av National Bl National Bl National Bl National Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Washington Bl Washington Bl Washington Bl Washington Bl From Beverlywood La Cienega Bl Robertson Bl Fairfax Av La Cienega Bl Coming St Robertson Bl Venice Bl La Cienega Bl La Cienega Blvd Coming St Robertson Bl Canfield Av Garth Av/Corning St Robertson Bl Robertson Bl Canfield Av I-10 Robertson Robertson Bl Canfield Av Venice Bl Robertson Bl Crenshaw Bl West Bl La Cienega Bl Venice Bl Coming St La Cienega Blvd Canfield Av Robertson Bl Robertson Bl Garth Av/Corning St Canfield Av Robertson Bl Robertson I-10 Canfield Av Robertson Bl Robertson Bl Venice Bl West Bl Crenshaw Bl Crenshaw Bl 6th Ave 6th Ave Arlington Ave National Bl La Cienega Bl La Cienega Bl Cadillac Av Cadillac Av Fairfax Av Crenshaw Bl Arlington Ave 6th Ave La Cienega Bl National Bl Cadillac Av La Cienega Bl Fairfax Av Cadillac Av Hauser Blvd Thurman Ave La Brea Av Redondo Bl West Bl La Brea Av Crenshaw Bl 6th Ave 6th Ave Thurman Ave Crenshaw Bl Thurman Ave Fairfax Ave Redondo Blvd Hauser Blvd Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av Redondo Bl Rimpau Blvd West Blvd Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Crenshaw Bl Washington Bl Washington Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl 6th Ave Redondo Bl La Brea Av La Brea Av Fairfax Ave Thurman Ave Hauser Blvd Redondo Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave 6th Ave Fairfax Ave Thurman Ave La Brea Ave Rimpau Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Fairfax Av Hauser Blvd Redondo Bl La Brea Av La Brea Av Harcourt Ave West Bl Thurman Ave West Blvd Rimpau Blvd 6th Ave Crenshaw Bl Thurman Ave Fairfax Ave Rimpau Blvd La Brea Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Hauser Blvd Fairfax Av La Brea Av Redondo Bl Harcourt Ave La Brea Av Adams Bl Adams Bl Crenshaw 6th Ave 6th Ave Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Hauser Blvd Redondo Blvd Harcourt Ave West Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Hauser Redondo Redondo La Brea Crenshaw Redondo Blvd Hauser Blvd West Blvd Harcourt Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Hauser La Brea Redondo Arlington Av Adams Bl Adams Bl Westhaven Westhaven Westhaven Westhaven Mont Clair St Mont Clair St Mont Clair St Mont Clair St Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl 7th Ave Arlington Av 9th Ave 7th Ave Hetzler Rd Rodeo Rd National Bl La Cienega Bl La Cienega Bl Hauser Blvd Buckingham Rd Crenshaw Bl Crenshaw Buckingham Rd Degnan Blvd Degnan Blvd Crenshaw Redondo Blvd Hauser Blvd Harcourt Ave La Brea Ave Farmdale Ave Harcourt Ave Buckingham Rd Farmdale Ave 7th Ave Redondo Bl La Brea Av Hauser Blvd Redondo Blvd La Brea Ave Harcourt Ave Harcourt Ave Farmdale Ave Farmdale Ave Buckingham Rd Degnan Blvd X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 7th Ave 7th Ave 9th Ave Rodeo Rd Hetzler Rd La Cienega Bl National Bl La Cienega Bl La Brea Av Redondo Bl Crenshaw Bl Hauser Blvd Existing ATSAC Coming St Thurman Ave Hauser Blvd Washington Bl Washington Bl Washington Bl Washington Bl To CattaraugusBl Robertson La Cienega Bl La Cienega Bl Fairfax Av Robertson Bl X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB 354 654 553 647 285 398 327 1,380 606 624 282 132 399 379 424 572 497 308 738 665 1,317 998 1,118 1,633 1,030 1,395 1,085 1,562 2,138 2,729 1,451 2,163 1,602 2,718 1,903 2,872 1,319 2,174 720 1,486 1,167 1,982 1,895 3,280 1,565 2,423 1,905 3,198 860 1,496 342 1,221 291 1,183 892 1,965 755 1,476 330 1,986 863 2,223 745 1,866 1,034 1,811 407 1,298 604 1,164 781 1,354 456 904 483 1,167 874 1,438 786 1,143 768 935 172 338 205 329 186 152 55 158 1,071 1,575 980 1,911 597 1,629 458 1,317 222 614 383 698 359 1,222 467 935 239 964 162 558 330 -2 201 162 58 52 -36 52 -33 66 80 56 57 204 47 -131 -108 50 -28 95 23 11 174 68 144 54 177 79 289 453 392 262 209 201 280 295 230 213 127 296 155 -290 -292 318 413 257 210 159 373 -344 -371 98 99 115 289 168 252 97 467 37 95 231 139 141 271 99 629 147 157 74 93 -31 71 175 301 228 241 -109 -7 -27 60 249 348 18 -18 12 -43 34 75 36 118 18 96 0 148 121 218 55 112 81 145 228 364 -34 97 297 414 157 223 80 96 197 2030 Proposed TOD with 4Ds Full Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 148 427 545 659 434 430 453 822 605 617 287 137 380 389 471 610 171 207 749 689 899 1,135 887 1,650 1,055 1,307 1,076 1,521 2,118 2,727 1,438 2,184 1,618 2,743 1,906 2,912 1,318 2,216 1,497 1,689 868 1,177 1,845 3,214 1,525 2,395 1,882 3,141 924 1,561 241 432 846 2,111 960 1,240 761 1,429 331 1,979 832 2,206 727 1,826 1,023 1,714 393 1,311 802 1,187 824 1,559 996 1,481 450 1,131 899 1,445 798 1,140 728 880 85 55 160 64 198 153 50 138 1,105 1,600 970 1,944 600 1,701 476 1,344 228 611 560 1,444 372 1,211 428 875 221 936 157 550 304 150 430 550 660 430 430 450 820 600 620 290 140 380 390 470 610 170 210 750 690 900 1,140 890 1,650 1,060 1,310 1,080 1,520 2,120 2,730 1,440 2,180 1,620 2,740 1,910 2,910 1,320 2,220 1,500 1,690 870 1,180 1,850 3,210 1,520 2,390 1,880 3,140 920 1,560 240 430 850 2,110 960 1,240 760 1,430 330 1,980 830 2,210 730 1,830 1,020 1,710 390 1,310 800 1,190 820 1,560 1,000 1,480 450 1,130 900 1,440 800 1,140 730 880 90 60 160 60 200 150 50 140 1,100 1,600 970 1,940 600 1,700 480 1,340 230 610 560 1,440 370 1,210 430 880 220 940 160 550 300 160 430 550 660 430 440 450 830 600 620 290 140 380 390 480 620 170 220 750 690 900 1,140 890 1,650 1,060 1,310 1,080 1,520 2,120 2,730 1,440 2,180 1,620 2,740 1,910 2,910 1,320 2,220 1,500 1,690 880 1,190 1,850 3,210 1,520 2,390 1,880 3,140 930 1,570 240 430 850 2,110 960 1,240 760 1,430 330 1,980 830 2,210 730 1,830 1,020 1,710 390 1,310 800 1,190 830 1,560 1,000 1,480 450 1,130 910 1,450 810 1,140 730 880 90 70 160 70 200 150 50 140 1,100 1,600 980 1,940 600 1,700 480 1,340 230 610 560 1,440 380 1,210 430 880 220 940 160 550 300 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Capacity V/C LOS Model Model Delta 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1540 1540 2310 2310 2310 2310 2310 2310 1540 1540 1760 2640 1760 2640 1760 2640 1760 2640 1760 1760 1760 2640 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.257 0.707 0.907 1.090 0.707 0.723 0.246 0.462 0.990 1.023 0.473 0.223 0.623 0.640 0.790 1.023 0.273 0.357 0.964 0.886 0.574 0.730 0.496 0.928 0.678 0.841 0.691 0.977 0.908 1.172 0.613 0.934 0.691 1.176 0.817 1.250 0.561 0.951 0.639 0.722 0.561 0.763 0.791 1.380 0.648 1.025 0.804 1.349 0.594 1.009 0.126 0.153 0.473 0.789 0.535 0.460 0.422 0.532 0.178 1.115 0.462 0.827 0.405 0.683 0.570 0.638 0.212 0.734 0.445 0.666 0.462 0.876 0.558 0.831 0.246 0.632 0.507 0.814 0.450 0.638 0.405 0.490 0.140 0.107 0.257 0.107 0.323 0.240 0.073 0.223 0.704 1.029 0.626 1.250 0.380 1.094 0.302 0.860 0.139 0.386 0.354 0.925 0.237 0.776 0.269 0.561 0.133 0.600 0.094 0.347 0.185 A C E F C C A A E F A A B B C F A A E D A C A E B D B E E F B E B F D F A E B C A C C F B F D F A F A A A C A A A A A F A D A B A B A C A B A D A D A B A D A B A A A A A A A A A A C F B F A F A D A A A E A C A A A B A A A 580 489 696 570 384 302 913 1,318 706 555 187 304 509 324 555 604 528 316 771 597 1,642 995 1,508 1,251 1,452 1,149 1,614 1,293 2,888 2,449 1,755 2,125 2,673 2,117 2,758 2,205 2,365 1,655 2,091 1,145 2,138 1,546 2,776 2,389 2,300 1,963 3,006 2,533 1,452 1,215 1,163 608 1,032 797 1,456 1,383 1,131 1,092 1,009 1,578 1,434 1,362 1,340 1,345 1,495 1,256 1,223 884 1,323 972 1,419 1,108 1,167 673 1,254 920 1,446 1,153 1,242 890 1,267 810 352 270 426 328 227 188 254 108 1,627 1,269 1,767 1,294 1,596 1,284 1,231 951 944 540 914 629 1,231 944 1,384 907 1,383 819 905 456 970 178 237 173 26 -109 29 139 191 -5 77 42 82 86 91 -111 14 71 27 -22 48 122 290 164 273 174 295 361 256 445 601 200 404 438 410 445 193 621 104 634 201 103 -337 489 268 443 217 439 73 -313 -330 203 202 396 514 300 739 212 574 135 102 278 685 241 676 466 602 292 332 341 267 210 228 503 226 416 397 168 124 251 95 610 168 63 50 41 97 130 70 177 85 117 158 190 96 378 267 310 131 365 282 530 387 269 196 771 556 564 516 353 233 620 2030 Proposed TOD with 4Ds Full Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 438 458 694 592 449 354 516 1,409 716 544 195 309 522 326 598 622 289 153 801 610 1,732 912 1,337 1,238 1,465 1,106 1,561 1,254 2,891 2,401 1,766 2,117 2,665 2,102 2,141 2,071 2,387 1,937 1,548 1,138 1,456 839 2,697 2,353 2,229 1,931 2,936 2,531 1,509 1,275 549 518 1,540 1,218 1,280 1,436 1,127 1,018 992 1,565 1,391 1,251 1,301 1,233 1,418 1,161 1,213 857 1,484 953 1,425 990 1,649 1,038 1,187 861 1,420 1,133 1,209 879 1,169 790 123 112 134 231 219 188 227 101 1,648 1,282 1,788 1,310 1,575 1,152 1,218 969 904 505 842 583 1,194 913 1,262 824 1,290 740 854 424 867 440 460 690 590 450 350 520 1,410 720 540 200 310 520 330 600 620 290 150 800 610 1,730 910 1,340 1,240 1,460 1,110 1,560 1,250 2,890 2,400 1,770 2,120 2,670 2,100 2,140 2,070 2,390 1,940 1,550 1,140 1,460 840 2,700 2,350 2,230 1,930 2,940 2,530 1,510 1,280 550 520 1,540 1,220 1,280 1,440 1,130 1,020 990 1,560 1,390 1,250 1,300 1,230 1,420 1,160 1,210 860 1,480 950 1,430 990 1,650 1,040 1,190 860 1,420 1,130 1,210 880 1,170 790 120 110 130 230 220 190 230 100 1,650 1,280 1,790 1,310 1,580 1,150 1,220 970 900 500 840 580 1,190 910 1,260 820 1,290 740 850 420 870 440 460 690 590 460 350 520 1,410 730 540 200 310 520 330 610 620 290 150 810 610 1,730 910 1,340 1,240 1,460 1,110 1,560 1,250 2,890 2,400 1,770 2,120 2,670 2,100 2,140 2,070 2,390 1,940 1,550 1,140 1,460 850 2,700 2,350 2,230 1,930 2,940 2,530 1,520 1,290 550 520 1,540 1,220 1,280 1,440 1,130 1,020 990 1,560 1,390 1,250 1,300 1,230 1,420 1,160 1,210 860 1,480 950 1,430 990 1,650 1,040 1,190 860 1,420 1,130 1,210 880 1,170 790 120 110 130 230 220 190 230 100 1,650 1,280 1,790 1,310 1,580 1,150 1,220 970 900 500 840 580 1,190 910 1,260 820 1,290 740 850 420 870 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 2 2 3 2 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Capacity V/C LOS 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1540 1540 2310 2310 2310 2310 2310 2310 1540 1540 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.723 0.757 1.140 0.973 0.757 0.573 0.285 0.791 1.207 0.890 0.323 0.507 0.857 0.540 1.007 1.023 0.473 0.240 1.042 0.782 1.113 0.581 0.751 0.695 0.938 0.711 1.003 0.802 1.241 1.029 0.756 0.908 1.146 0.899 0.916 0.886 1.025 0.830 0.661 0.484 0.938 0.542 1.159 1.007 0.955 0.825 1.263 1.085 0.977 0.828 0.303 0.285 0.573 0.683 0.475 0.808 0.632 0.570 0.553 0.876 0.517 0.700 0.482 0.689 0.797 0.649 0.678 0.479 0.831 0.530 0.803 0.553 0.928 0.581 0.666 0.479 0.797 0.632 0.678 0.490 0.655 0.439 0.190 0.173 0.207 0.373 0.357 0.307 0.373 0.157 1.061 0.821 1.152 0.841 1.016 0.737 0.782 0.620 0.574 0.315 0.535 0.367 0.763 0.581 0.808 0.522 0.828 0.471 0.542 0.263 0.555 C C F E C A A C F D A A D A F F A A F C F A C B E C F D F F C E F D E D F D B A E A F F E D F F E D A A A B A D B A A D A C A B C B B A D A D A E A B A C B B A B A A A A A A A A A F D F D F C C B A A A A C A D A D A A A A APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 Roadway Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Exposition Bl Exposition Bl Exposition Bl Exposition Bl Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl 39th St 39th St 39th St 39th St Don Miguel Dr Don Miguel Dr Don Felipe Don Felipe Santa Rosalia Santa Rosalia Santa Rosalia Santa Rosalia Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St 42nd St 42nd St Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av From To Cattaraugus 7th Ave 7th Ave 3rd Ave 3rd Ave Arlington Ave La Brea Av Crenshaw Bl Crenshaw Bl Arlington Av Jefferson Bl La Cienega Bl La Cienega Bl Beverlywood Degnan Blvd 3rd Ave 7th Ave Arlington Ave 3rd Ave Crenshaw Bl La Brea Av Arlington Av Crenshaw Bl La Cienega Bl Jefferson Bl Hauser Blvd La Cienega Bl La Brea Av Redondo Bl Martin Luther King Jr Bl La Brea Av Redondo Bl La Brea Av La Brea Av Martin Luther King Jr Bl Farmdale Ave Buckingham Rd Crenshaw Bl Degnan Ave Hauser Blvd Redondo Blvd Martin Luther King Jr Blvd Farmdale Ave Buckingham Rd Crenshaw Blvd Degnan Ave 7th Ave 7th Ave Dublin Ave Dublin Ave 3rd Ave 3rd Ave Arlington Ave Clyde Du Ray Du Ray La Brea La Brea Av Hauser Blvd Buckingham Rd Farmdale Ave Degnan Ave Crenshaw Bl Redondo Blvd Hauser Blvd Farmdale Ave Martin Luther King Jr Blvd Crenshaw Blvd Buckingham Rd 7th Ave Degnan Ave Dublin Ave 7th Ave 3rd Ave Dublin Ave Arlington Ave 3rd Ave Du Ray Clyde La Brea Du Ray La Brea Av Buckingham Buckingham Crenshaw Buckingham Buckingham Crenshaw Degnan Ave Westside Ave Westside Ave Degnan Ave Martin Luther King Jr Blvd Santa Rosalia Dr Chesapeake Ave Martin Luther King Jr Blvd Degnan Ave Crenshaw Ave 7th Ave Westside Ave Coliseum St Buckingham Rd Buckingham Rd Coliseum St Degnan St Degnan St Santa Rosalia Dr Crenshaw Degnan Degnan Leimert Santa Rosalia Dr Crenshaw BLvd Stocker Plaza Arlington Av X X X X X X X X X X X X X X X X X X X X X X X X X X Chesapeake Ave Santa Rosalia Dr Martin Luther King Jr Blvd Martin Luther King Jr Blvd Chesapeake Ave Crenshaw Ave Degnan Ave Westside Ave 7th Ave Leimert Arlington Coliseum St Rodeo Rd Degnan St Westside Ave Westside Ave Dublin Ave Buckingham Rd Crenshaw Bl Crenshaw Bl Arlington Av Don Lorenzo Dr Don Felipe Dr Don Miguel Stocker Hillcrest Stocker Hillcrest Coliseum La Brea Existing ATCS X X X X X Santa Rosalia Dr Santa Rosalia Dr Chesapeake Ave Crenshaw Bl Existing ATSAC Crenshaw Bl Arlington Leimert Rodeo Rd Coliseum St Westside Ave Degnan St Dublin Ave Westside Ave Crenshaw Bl Buckingham Rd Arlington Av Crenshaw Bl Don Felipe Dr Don Lorenzo Dr Stocker Don Miguel Stocker Hillcrest Coliseum Hillcrest X X X X X X X X X X X X Santa Rosalia Dr La Brea Degnan Crenshaw Leimert Degnan Crenshaw BLvd Santa Rosalia Dr Arlington Av Stocker Plaza Westside Ave Dublin Ave Dublin Ave Westside Ave Leimert Blvd Westside Ave Dublin Ave Arlington Ave West Bl Crenshaw Bl 4th Arlington Crenshaw Blvd 9th Ave 9th Ave 7th Ave 7th Ave 4th Ave Angeles Vista Bl Westside Ave Leimert Blvd Arlington Ave Dublin Ave Crenshaw Bl West Bl Arlington 4th 9th Ave Crenshaw Blvd 7th Ave 9th Ave 4th Ave 7th Ave West Blvd 8th St Angeles Vista Bl Van Ness Av Van Ness Av West Blvd Crenshaw Blvd Crenshaw Blvd West Blvd West Blvd 8th St X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta NB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 648 392 661 647 867 320 449 278 563 1,157 1,744 1,156 2,000 1,112 1,530 1,114 1,643 369 572 875 1,036 980 1,472 292 415 503 688 608 836 777 973 1,065 1,107 1,107 1,132 245 561 175 457 540 464 328 288 280 323 405 427 574 466 772 716 394 443 597 662 1,303 1,501 613 1,155 1,551 1,674 775 1,235 519 1,068 597 1,131 157 251 268 402 229 416 67 186 328 264 208 281 777 834 285 413 387 604 1,032 961 173 144 727 886 578 606 873 1,124 456 525 305 607 288 428 242 443 349 677 731 1,909 814 1,199 1,089 1,537 368 192 419 184 498 26 91 -25 96 175 41 141 107 413 352 121 44 29 246 297 129 149 43 48 189 16 238 158 110 113 145 194 336 205 317 8 60 1 48 98 67 76 99 161 93 99 152 86 68 112 276 98 163 137 251 181 -267 226 282 11 -14 88 -153 170 298 200 347 16 -6 -15 236 98 146 -2 24 280 194 134 174 458 248 103 71 64 89 467 280 68 71 55 208 37 149 91 385 150 121 76 148 73 54 32 45 75 155 118 68 87 218 117 137 2030 Proposed TOD with 4Ds Full Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 596 370 599 623 785 332 446 59 570 1,166 1,794 1,168 2,039 1,064 1,503 1,130 1,677 384 545 848 1,047 964 1,466 290 388 503 648 582 822 764 951 1,042 1,060 1,081 1,084 136 320 121 300 552 466 244 202 314 268 402 417 562 457 763 680 382 416 584 629 831 298 589 1,145 1,180 1,229 763 1,263 492 1,018 566 1,079 283 265 267 466 231 411 28 70 583 532 461 465 712 817 335 289 164 224 959 924 176 149 745 874 581 584 866 1,061 445 531 423 713 280 425 246 438 343 659 1,028 1,677 1,072 1,271 1,077 1,524 600 370 600 620 790 330 450 60 570 1,170 1,790 1,170 2,040 1,060 1,500 1,130 1,680 380 550 850 1,050 960 1,470 290 390 500 650 580 820 760 950 1,040 1,060 1,080 1,080 140 320 120 300 550 470 240 200 310 270 400 420 560 460 760 680 380 420 580 630 830 300 590 1,150 1,180 1,230 760 1,260 490 1,020 570 1,080 280 270 270 470 230 410 30 70 580 530 460 470 710 820 340 290 160 220 960 920 180 150 750 870 580 580 870 1,060 440 530 420 710 280 420 250 440 340 660 1,030 1,680 1,070 1,270 1,080 1,520 600 370 600 620 790 330 450 70 570 1,170 1,790 1,170 2,040 1,060 1,500 1,130 1,680 380 550 850 1,050 960 1,470 290 390 500 650 580 820 760 950 1,040 1,060 1,080 1,080 140 320 130 300 550 470 240 200 310 270 400 420 560 460 760 680 380 420 580 630 830 310 590 1,150 1,180 1,240 760 1,270 490 1,020 570 1,080 280 280 280 470 230 410 40 70 580 530 460 470 710 820 340 290 160 220 960 920 180 150 750 870 580 580 870 1,060 440 530 420 710 280 420 250 440 340 660 1,030 1,680 1,070 1,270 1,080 1,520 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 1 1 2 2 2 3 2 2 2 2 Capacity V/C LOS Model Model Delta 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 1760 1760 1760 1760 1760 1760 1540 1540 1540 1540 1760 1760 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 770 770 1540 1540 1760 2640 1760 1760 1760 1760 0.380 0.230 0.380 0.393 0.503 0.540 0.740 0.048 0.465 0.655 1.007 0.655 1.149 0.592 0.842 0.632 0.945 0.237 0.347 0.542 0.672 0.535 0.825 0.178 0.243 0.315 0.412 0.367 0.522 0.484 0.607 0.665 0.678 0.691 0.691 0.223 0.523 0.207 0.490 0.907 0.773 0.390 0.323 0.507 0.440 0.657 0.690 0.923 0.757 1.257 1.123 0.623 0.690 0.957 1.040 0.462 0.166 0.325 0.643 0.660 0.695 0.422 0.712 0.268 0.570 0.314 0.604 0.457 0.457 0.457 0.773 0.373 0.673 0.057 0.107 0.473 0.432 0.373 0.382 0.582 0.673 0.557 0.473 0.257 0.357 0.535 0.513 0.290 0.240 0.477 0.555 0.367 0.367 0.555 0.678 0.561 0.678 0.263 0.451 0.354 0.535 0.315 0.561 0.211 0.419 0.575 0.626 0.598 0.712 0.604 0.854 A A A A A A C A A B F B F A D B E A A A B A D A A A A A A A B B B B B A A A A E C A A A A B B E C F F B B E F A A A B B B A C A A A B A A A C A B A A A A A A A B A A A A A A A A A A A A A B A B A A A A A A A A A B A C B D 612 1,072 586 1,257 843 410 399 874 459 1,889 1,377 2,020 1,592 1,558 1,342 1,609 1,582 673 528 1,171 914 1,444 1,223 472 400 856 676 970 695 1,167 894 1,405 1,212 1,457 1,000 596 437 369 328 574 513 267 346 383 386 561 411 577 563 754 802 570 438 704 656 1,479 1,364 1,252 1,026 1,536 1,654 1,133 1,155 1,182 825 1,151 832 349 198 585 316 445 293 166 76 381 652 448 401 1,121 856 440 407 547 512 1,201 1,187 236 174 1,050 626 904 464 1,302 977 648 527 589 358 389 361 423 281 639 407 1,298 1,434 1,146 878 1,390 1,466 380 647 302 696 381 54 94 335 207 206 242 17 139 51 453 123 356 237 212 38 203 -119 124 205 115 152 224 37 178 212 211 372 369 369 120 119 52 98 53 106 112 108 66 146 187 240 111 208 123 252 180 248 132 240 175 -270 19 404 279 37 -253 -85 251 423 163 388 123 92 -34 197 185 79 153 4 -4 255 549 357 253 282 351 206 192 160 137 207 418 95 118 203 88 137 114 412 316 171 156 202 96 81 129 100 67 201 106 33 378 188 151 172 215 2030 Proposed TOD with 4Ds Full Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 557 969 542 1,150 787 415 398 779 483 1,911 1,371 2,084 1,616 1,593 1,298 1,632 1,567 658 507 1,202 909 1,471 1,203 441 386 837 646 971 669 1,137 866 1,350 1,158 1,398 980 599 443 542 334 578 624 260 345 372 366 540 422 544 543 720 780 536 420 670 636 1,575 1,406 1,217 1,002 1,271 959 1,150 1,119 1,113 806 1,093 813 347 312 564 304 446 288 184 87 352 577 408 370 1,345 1,222 712 650 533 504 1,172 1,119 239 168 1,049 634 884 455 1,243 934 642 520 568 360 377 348 413 276 607 398 1,358 1,435 1,416 876 1,363 1,439 560 970 540 1,150 790 410 400 780 480 1,910 1,370 2,080 1,620 1,590 1,300 1,630 1,570 660 510 1,200 910 1,470 1,200 440 390 840 650 970 670 1,140 870 1,350 1,160 1,400 980 600 440 540 330 580 620 260 340 370 370 540 420 540 540 720 780 540 420 670 640 1,580 1,410 1,220 1,000 1,270 960 1,150 1,120 1,110 810 1,090 810 350 310 560 300 450 290 180 90 350 580 410 370 1,340 1,220 710 650 530 500 1,170 1,120 240 170 1,050 630 880 450 1,240 930 640 520 570 360 380 350 410 280 610 400 1,360 1,430 1,420 880 1,360 1,440 560 970 540 1,150 790 410 400 780 480 1,910 1,370 2,080 1,620 1,590 1,300 1,630 1,570 660 510 1,200 910 1,480 1,200 440 390 840 650 970 670 1,140 870 1,350 1,160 1,400 980 600 440 540 330 580 620 260 340 370 370 540 420 540 540 720 780 540 420 670 640 1,590 1,410 1,220 1,000 1,270 970 1,160 1,120 1,110 810 1,090 810 350 320 560 300 450 290 190 100 350 580 410 370 1,340 1,220 710 650 530 500 1,170 1,120 240 170 1,050 630 880 450 1,240 930 640 520 570 360 380 350 410 280 610 400 1,360 1,430 1,420 880 1,360 1,440 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 1 1 2 2 2 3 2 2 2 2 Capacity V/C LOS 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 1760 1760 1760 1760 1760 1760 1540 1540 1540 1540 1760 1760 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 770 770 1540 1540 1760 2640 1760 1760 1760 1760 0.354 0.620 0.341 0.737 0.503 0.673 0.657 0.640 0.390 1.075 0.768 1.172 0.910 0.893 0.729 0.916 0.882 0.419 0.321 0.769 0.581 0.831 0.672 0.276 0.243 0.535 0.412 0.620 0.425 0.730 0.555 0.867 0.743 0.899 0.626 0.990 0.723 0.890 0.540 0.957 1.023 0.423 0.557 0.607 0.607 0.890 0.690 0.890 0.890 1.190 1.290 0.890 0.690 1.107 1.057 0.893 0.791 0.683 0.558 0.712 0.541 0.649 0.626 0.621 0.450 0.609 0.450 0.573 0.523 0.923 0.490 0.740 0.473 0.307 0.157 0.282 0.473 0.332 0.298 1.107 1.007 1.173 1.073 0.873 0.823 0.655 0.626 0.390 0.273 0.672 0.399 0.561 0.282 0.795 0.594 0.821 0.665 0.360 0.224 0.484 0.445 0.522 0.354 0.386 0.250 0.763 0.532 0.797 0.490 0.763 0.808 A B A C A B B B A F C F E D C E D A A C A D B A A A A B A C A D C D B E C D A E F A A B B D B D D F F D B F F D C B A C A B B B A B A A A E A C A A A A A A A F F F F D D B B A A B A A A C A D B A A A A A A A A C A C A C D APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 Roadway From To Cattaraugus Crenshaw Blvd 8th St Overhill Alviso Alviso Beverlywood 8th St Crenshaw Blvd Alviso Overhill West Blvd Alviso Crenshaw Bl 8th St 8th St Florence Av Florence Av West Blvd Crenshaw Blvd 8th St 4th Ave 4th Ave Arlington Ave West Bl Crenshaw Bl Crenshaw 8th 8th Van Ness West Bl Crenshaw Bl Crenshaw 4th 4th Van Ness West Bl Crenshaw Bl Crenshaw Bl Crenshaw Blvd West Blvd 4th Ave 8th St Arlington Ave 4th Ave Crenshaw Bl West Bl 8th Crenshaw Van Ness 8th Crenshaw Bl West Bl 4th Crenshaw Van Ness 4th Crenshaw Bl West Bl Florence Av Florence Av 8th Ave 4th Ave 4th Ave 8th Ave Florence Av Florence Av Crenshaw Blvd 8th St 4th Ave Arlington Ave Crenshaw Bl Van Ness Av Crenshaw Bl 8th Av 8th St Crenshaw Blvd Arlington Ave 4th Ave Van Ness Av Crenshaw Bl 8th Av Crenshaw Bl Slauson Av Slauson Av 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St Hyde Park Bl Hyde Park Bl Hyde Park Hyde Park Hyde Park Hyde Park Bl Bl Bl Bl 67th St 67th St 67th St 67th St 67th St 67th St Florence Av Florence Av 76th St 76th St 79th St 79th St Existing ATSAC Existing ATCS X X West Blvd X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 975 1,242 93 171 92 330 174 435 374 448 114 203 216 244 406 513 327 387 399 447 357 362 75 232 113 277 1,182 2,164 1,417 2,296 1,303 2,141 1,443 2,314 107 166 94 143 151 101 19 73 31 10 24 142 115 223 13 85 0 52 58 77 13 -11 15 2 89 72 9 41 8 107 73 66 164 150 120 61 163 152 32 77 13 42 Total 433,520 49,107 2030 Proposed TOD with 4Ds Full Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 956 1,234 66 161 86 169 180 429 356 416 121 191 220 244 408 524 221 411 212 242 354 360 57 104 56 199 1,201 2,215 1,397 2,045 1,290 2,131 1,426 2,296 117 165 111 155 960 1,230 70 160 90 170 180 430 360 420 120 190 220 240 410 520 220 410 210 240 350 360 60 100 60 200 1,200 2,220 1,400 2,050 1,290 2,130 1,430 2,300 120 160 110 150 960 1,230 70 160 90 170 180 430 360 420 120 190 230 240 410 520 220 420 210 250 350 360 60 100 60 200 1,200 2,220 1,400 2,050 1,290 2,130 1,430 2,300 120 160 110 150 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 Capacity V/C LOS Model Model Delta 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.535 0.689 0.107 0.257 0.140 0.273 0.290 0.707 0.590 0.690 0.190 0.307 0.373 0.390 0.522 0.665 0.276 0.535 0.263 0.315 0.573 0.590 0.090 0.157 0.090 0.323 0.445 0.831 0.520 0.767 0.479 0.797 0.532 0.861 0.190 0.257 0.173 0.240 A B A A A A A C A B A A A A A B A A A A A A A A A A A D A C A C A D A A A A 1,320 1,102 204 134 242 170 340 277 631 423 167 171 245 199 582 501 421 301 386 417 674 344 210 182 303 193 1,633 1,656 2,211 1,879 2,046 1,691 2,321 1,824 240 131 247 66 194 188 78 62 89 109 123 141 227 161 88 96 113 14 139 95 65 53 20 31 232 122 120 73 142 111 179 325 262 425 155 236 340 381 169 48 144 -6 488,280 76,713 434,260 2030 TOD Proposed with 4Ds Full Bike Lanes AM LOS D or Better 416 Los E 31 Los F 61 Los E or F 92 Total 508 2030 Proposed TOD with 4Ds Full Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 1,291 1,077 205 142 244 171 333 268 599 404 154 160 234 202 586 509 424 304 397 426 664 342 200 181 298 192 1,650 1,651 2,218 1,854 2,030 1,657 2,273 1,767 231 140 240 85 1,290 1,080 210 140 240 170 330 270 600 400 150 160 230 200 590 510 420 300 400 430 660 340 200 180 300 190 1,650 1,650 2,220 1,850 2,030 1,660 2,270 1,770 230 140 240 80 1,290 1,080 210 140 240 170 330 270 600 400 150 160 230 200 590 510 420 300 400 430 660 340 200 180 300 190 1,650 1,650 2,220 1,850 2,030 1,660 2,270 1,770 230 140 240 90 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 Capacity V/C LOS 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.723 0.604 0.340 0.223 0.390 0.273 0.540 0.440 0.990 0.657 0.240 0.257 0.373 0.323 0.756 0.652 0.535 0.380 0.509 0.548 1.090 0.557 0.323 0.290 0.490 0.307 0.615 0.615 0.831 0.691 0.759 0.619 0.850 0.660 0.373 0.223 0.390 0.140 C B A A A A A A E B A A A A C B A A A A F A A A A A B B D B C B D B A A A A 486,310 2030 TOD Proposed with 4Ds Full Bike Lanes PM LOS D or Better 389 Los E 41 Los F 78 Los E or F 119 Total 508 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 Roadway Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Robertson Blvd Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St Garth Av/Corning St La Cienega Ave La Cienega Ave La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl La Cienega Bl Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Fairfax Av Clyde Av Clyde Av Thurman Av Thurman Av Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Hauser Bl Du Ray / Sanchez Du Ray / Sanchez Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av La Brea Av From Cattaraugus Beverlywood National Blvd Cataraugus Ave Beverlywood St 18th St Beverlywood St Cadillac Av Venice Blvd Beverlywood St Washington Bl La Cienega Bl Wrightcrest Dr Rodeo Rd Rodeo Rd Jefferson Bl Fairfax Ave Washington Bl Washington Bl Venice Bl Venice Bl Cadillac Av Cadillac Av 18th St Wrightcrest Dr Rodeo Rd Jefferson Blvd Fairfax Ave La Cienega Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl 18th St Coliseum St Rodeo Rd Washington Bl Venice Bl Jefferson Bl Adams Bl Adams Bl Washington Bl Washington Bl Venice Bl Cochran Coliseum St Rodeo Rd Jefferson Bl Westhaven Adams Bl Westhaven Jefferson Bl Adams Bl Washington Bl Washington Bl Venice Bl Fairview Slauson Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl To Beverlywood Cattaraugus Cataraugus Ave National Blvd 18th St Beverlywood St Cadillac Av Beverlywood St Beverlywood St Venice Blvd La Cienega Bl Washington Bl Rodeo Rd Wrightcrest Dr Jefferson Bl Rodeo Rd Washington Bl Fairfax Ave I-10 Venice Bl Washington Bl Cadillac Av Venice Bl 18th St Cadillac Av Rodeo Rd Wrightcrest Dr Fairfax Ave Jefferson Blvd Adams Bl La Cienega Bl Washington Bl Adams Bl Venice Bl Washington Bl 18th St Venice Bl Rodeo Rd Coliseum St Venice Bl Washington Bl Adams Bl Jefferson Bl Washington Bl Adams Bl Venice Bl Washington Bl Coliseum St Cochran Jefferson Bl Rodeo Rd Adams Bl Westhaven Jefferson Bl Westhaven Washington Bl Adams Bl Venice Bl Washington Bl Slauson Fairview Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl Washington Bl Washington Bl Venice Bl Adams Blvd I-10 Veronica St Coliseum St Venice Bl Washington Bl I-10 Adams Blvd Coliseum St Veronica St I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 75 76 Rimpau Bl Rimpau Bl 21st St Washington Bl Washington Bl 21st St NB SB 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 Rimpau Bl Rimpau Bl Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Harcourt Av Hillcrest Hillcrest Hillcrest Hillcrest Farmdale Av Farmdale Av Chesapeake Av Chesapeake Av Alviso Av Alviso Av Alviso Av Alviso Av Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Buckingham Rd Washington Bl Venice Bl Exposition Bl Jefferson Bl Jefferson Bl Adams Bl Adams Bl 21st St Santa Rosalia Santo Tomas Santa Rosalia Martin Luther King Jr Bl Rodeo Rd Jefferson Bl Coliseum St Rodeo Rd 60th Slauson Av 60th 64th Coliseum St Rodeo Rd Coliseum St 39th Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Martin Luther King Jr Blvd 39th St Venice Bl Washington Bl Jefferson Bl Exposition Bl Adams Bl Jefferson Bl 21st St Adams Bl Santo Tomas Santa Rosalia Martin Luther King Jr Bl Santa Rosalia Jefferson Bl Rodeo Rd Rodeo Rd Coliseum St Slauson Av 60th 64th 60th Rodeo Rd Coliseum St 39th Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl 39th St Martin Luther King Jr Blvd NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 107 108 West Bl West Bl Adams Bl Washington Bl Washington Bl Adams Bl NB SB 109 110 111 West Bl West Bl West Bl Washington Bl Venice Bl Venice Bl Venice Bl Washington Bl Pico Bl NB SB NB Model 1,303 1,043 874 1,533 1,240 949 410 262 496 218 398 462 2,437 2,934 2,451 2,739 1,494 900 2,733 1,772 2,346 3,323 2,984 2,885 2,437 2,934 2,393 2,449 1,117 1,547 1,404 1,519 1,265 1,296 845 653 508 243 516 101 328 390 375 542 456 396 116 75 238 242 378 314 281 418 316 360 474 446 1,462 1,341 2,560 1,996 3,178 2,572 2,573 2,458 2,248 2,280 2,599 2,216 2,619 2,601 2,302 1,875 380 371 187 112 430 405 440 432 422 431 375 558 476 271 402 286 403 352 336 99 24 114 439 410 359 441 461 342 526 487 506 367 498 492 576 468 588 Model Delta 277 222 -5 63 197 174 135 36 164 73 -51 81 -87 206 -9 218 -374 -336 -173 -23 -178 87 -121 200 -87 206 -482 -335 -83 5 12 90 129 119 39 59 45 7 172 30 162 90 118 129 34 39 23 14 -160 -244 -26 -139 -140 24 57 -33 -2 -96 85 19 92 65 323 380 259 257 476 284 256 549 259 292 63 39 77 171 172 112 236 239 52 109 102 167 57 113 102 79 27 146 -3 177 -50 14 5 30 87 70 84 108 101 88 68 72 122 98 112 90 47 74 57 2030 Proposed TOD with 4Ds Alternative Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 1,551 1,550 1,550 secondary highway 770 2 1,785 876 1,532 1,214 925 402 270 477 211 427 468 2,528 2,972 2,603 2,781 2,649 2,090 2,846 1,831 2,111 3,402 3,089 1,817 2,458 2,902 2,479 2,511 1,181 1,594 1,450 1,545 1,277 1,309 873 669 527 256 504 115 315 395 368 548 478 402 59 41 410 580 538 224 133 540 457 292 498 280 1,711 1,046 1,987 1,674 3,209 2,577 2,596 2,484 2,877 2,447 2,623 2,178 2,576 2,553 2,293 1,872 384 362 174 114 406 379 444 431 415 419 348 484 335 236 413 272 428 338 78 112 94 115 442 268 280 410 464 343 496 500 492 352 604 415 589 472 608 1,780 880 1,530 1,210 920 400 270 480 210 430 470 2,530 2,970 2,600 2,780 2,650 2,090 2,850 1,830 2,110 3,400 3,090 1,820 2,460 2,900 2,480 2,510 1,180 1,590 1,450 1,550 1,280 1,310 870 670 530 260 500 110 310 400 370 550 480 400 60 40 410 580 540 220 130 540 460 290 500 280 1,710 1,050 1,990 1,670 3,210 2,580 2,600 2,480 2,880 2,450 2,620 2,180 2,580 2,550 2,290 1,870 1,780 890 1,530 1,210 920 400 270 480 210 440 470 2,540 2,970 2,610 2,780 2,660 2,100 2,860 1,840 2,120 3,400 3,100 1,820 2,470 2,900 2,490 2,520 1,190 1,600 1,450 1,550 1,280 1,310 870 670 530 260 500 110 310 400 370 550 480 400 60 40 420 590 550 230 140 540 460 300 510 290 1,710 1,050 1,990 1,670 3,210 2,580 2,600 2,480 2,880 2,450 2,620 2,180 2,580 2,550 2,290 1,870 380 360 170 110 410 380 440 430 420 420 350 480 330 240 410 270 430 340 80 110 90 110 440 270 280 410 460 340 500 500 490 350 600 410 590 470 610 secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector Capacity V/C LOS 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1540 1540 1540 1540 1540 1540 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 500 500 500 500 500 500 500 500 500 500 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 0.996 1.146 0.568 0.984 0.776 0.587 0.657 0.440 0.790 0.340 0.490 0.524 0.952 1.115 0.979 1.043 0.998 0.785 1.073 0.687 0.793 1.278 1.164 0.679 0.926 1.088 1.405 1.422 0.666 0.899 0.814 0.871 0.717 0.734 0.979 0.751 0.873 0.423 0.823 0.173 0.507 0.657 0.607 0.907 0.790 0.657 0.090 0.057 0.830 1.170 1.090 0.450 0.270 1.070 0.910 0.590 1.010 0.570 0.962 0.587 0.744 0.623 1.206 0.967 0.975 0.929 1.081 0.918 0.982 0.816 0.967 0.956 0.857 0.698 E F A E C A B A C A A A E F E F E C F B C F F B E F F F B D D D C C E C D A D A A B B E C B A A D F F A A F E A F A E A C B F E E E F E E D E E D B major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 500 500 500 500 500 500 500 500 500 500 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 380 360 collector collector 600 600 1 1 600 600 0.623 0.590 B A 170 110 410 380 440 430 420 420 350 480 330 240 410 270 440 340 90 110 100 110 440 270 280 410 460 340 500 500 490 350 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.273 0.173 0.673 0.623 0.723 0.707 0.690 0.690 0.573 0.790 0.540 0.390 0.673 0.440 0.723 0.557 0.140 0.173 0.157 0.173 0.723 0.440 0.457 0.673 0.757 0.557 0.823 0.823 0.807 0.573 A A B B C C B B A C A A B A C A A A A A C A A B C A D D D A 600 410 collector collector 600 600 1 1 600 600 0.990 0.673 E B 590 470 610 collector collector collector 600 600 600 1 1 1 600 600 600 0.973 0.773 1.007 E C F local local local local local local local local local local 2 2 2 2 Model 1,260 1,040 943 1,594 1,147 1,032 489 344 403 421 622 452 2,350 3,044 2,551 2,947 1,267 1,655 2,513 2,569 2,443 3,469 2,842 3,133 2,350 3,044 2,356 2,580 1,228 1,121 1,348 1,396 1,228 1,492 778 722 449 564 467 309 393 439 461 501 479 451 157 261 289 317 450 456 373 379 340 381 435 453 1,522 1,552 2,396 2,496 3,013 2,993 2,596 2,800 2,431 2,438 2,707 2,507 2,901 3,064 2,278 2,104 471 466 177 404 461 622 564 588 554 496 612 471 446 426 471 593 458 447 245 217 94 157 444 472 446 517 492 520 555 592 498 486 528 699 515 568 488 Model Delta 148 218 186 210 82 78 89 106 64 53 143 8 50 22 350 71 -189 -338 247 -107 178 73 192 -63 50 22 -266 -539 -18 -158 68 5 274 142 133 99 89 82 202 158 126 127 141 127 81 -18 47 53 -96 -245 -12 -98 -69 -57 -22 -71 -104 -188 183 122 314 224 524 671 429 480 525 648 724 435 542 506 299 195 191 99 161 31 239 398 227 141 200 111 170 25 83 102 237 149 175 90 138 65 57 125 52 58 75 83 187 40 149 127 54 91 126 199 110 98 85 2030 Proposed TOD with 4Ds Alternative Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 1,723 1,720 1,720 secondary highway 770 2 1,502 915 1,565 1,138 1,025 504 339 393 414 619 477 2,832 2,658 2,521 3,019 2,543 2,238 2,536 2,661 2,178 3,551 2,890 2,127 2,342 3,048 2,409 2,671 1,275 1,188 1,386 1,444 1,219 1,518 781 732 444 579 288 231 385 436 527 495 698 685 169 265 500 620 330 438 463 223 372 551 473 514 1,522 1,632 1,882 2,097 2,996 2,949 2,587 2,790 2,857 3,020 2,643 2,503 2,812 2,982 2,229 2,073 449 462 154 416 440 572 539 587 537 493 612 491 449 425 448 594 446 445 235 224 97 155 454 489 453 530 476 543 424 646 495 476 615 786 522 581 501 1,500 920 1,570 1,140 1,030 500 340 390 410 620 480 2,830 2,660 2,520 3,020 2,540 2,240 2,540 2,660 2,180 3,550 2,890 2,130 2,340 3,050 2,410 2,670 1,270 1,190 1,390 1,440 1,220 1,520 780 730 440 580 290 230 380 440 530 500 700 690 170 260 500 620 330 440 460 220 370 550 470 510 1,520 1,630 1,880 2,100 3,000 2,950 2,590 2,790 2,860 3,020 2,640 2,500 2,810 2,980 2,230 2,070 1,500 920 1,570 1,140 1,030 500 340 390 410 620 480 2,830 2,660 2,520 3,020 2,550 2,250 2,540 2,670 2,180 3,550 2,890 2,140 2,340 3,050 2,420 2,680 1,280 1,200 1,390 1,450 1,220 1,520 780 730 440 580 290 230 380 440 530 500 700 700 170 260 510 630 340 450 470 230 380 560 480 520 1,520 1,630 1,880 2,100 3,000 2,950 2,590 2,790 2,860 3,020 2,640 2,500 2,810 2,980 2,230 2,070 450 460 150 420 440 570 540 590 540 490 610 490 450 430 450 590 450 450 240 220 100 150 450 490 450 530 480 540 420 650 500 480 620 790 520 580 500 Capacity V/C LOS 2 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1540 1540 1540 1540 1540 1540 600 600 600 600 880 880 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1760 1760 1760 1760 1760 1760 1760 1760 880 880 600 600 600 600 600 600 600 600 600 600 600 600 500 500 500 500 500 500 500 500 500 500 1760 1760 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 2640 1.107 0.964 0.587 1.009 0.730 0.659 0.823 0.557 0.640 0.673 0.695 0.535 1.062 0.998 0.945 1.134 0.956 0.842 0.952 1.001 0.816 1.335 1.085 0.801 0.876 1.145 1.365 1.513 0.717 0.672 0.780 0.814 0.683 0.854 0.876 0.820 0.723 0.957 0.473 0.373 0.623 0.723 0.873 0.823 1.157 1.157 0.273 0.423 1.010 1.250 0.670 0.890 0.930 0.450 0.750 1.110 0.950 1.030 0.854 0.916 0.702 0.785 1.126 1.107 0.971 1.047 1.073 1.134 0.990 0.937 1.054 1.119 0.835 0.774 F E A F C B D A B B B A F E E F E D E F D F F D D F F F C B C D B D D D C E A A B C D D F F A A F F B D E A C F E F D E C C F F E F F F E E F F D C 600 600 1 1 600 600 0.740 0.757 C C 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 0.240 0.690 0.723 0.940 0.890 0.973 0.890 0.807 1.007 0.807 0.740 0.707 0.740 0.973 0.740 0.740 0.390 0.357 0.157 0.240 0.740 0.807 0.740 0.873 0.790 0.890 0.690 1.073 0.823 0.790 A B C E D E D D F D C C C E C C A A A A C D C D C D B F D C collector collector 600 600 1 1 600 600 1.023 1.307 F F collector collector collector 600 600 600 1 1 1 600 600 600 0.857 0.957 0.823 D E D secondary highway secondary highway secondary highway secondary highway secondary highway collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector local local local local local local local local local local major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 500 500 500 500 500 500 500 500 500 500 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 450 460 collector collector 150 420 440 570 540 590 540 490 610 490 450 430 450 590 450 450 240 220 100 150 450 490 450 530 480 540 420 650 500 480 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector 620 790 520 580 500 2 2 2 2 APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 Roadway West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl West Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Crenshaw Bl Leimert Leimert Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av Degnan Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av 8th Av Stocker Pl Stocker Pl 9th Av 9th Av Westside Av Westside Av 7th Av 7th Av 7th Av 7th Av 7th Av 7th Av 6th Av 6th Av 6th Av 6th Av 6th Av 6th Av 5th Av 5th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av 4th Av Dublin Av Dublin Av 3rd Av 3rd Av Van Ness Av Van Ness Av From Cattaraugus Pico Bl Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 54th St Angeles Vista Bl 79th St Florence Av Florence Av Hyde Park Bl Hyde Park Bl Slauson Av Slauson Av 54th St 48th St 54th St 48th St Leimert Bl Leimert Bl Vernon Av Vernon Av Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl I-10 Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl Adams Blvd I-10 Martin Luther King Jr Blvd 39th St 39th St Coliseum St Vernon Av Martin Luther King Jr Bl 43rd Stocker St Stocker St Martin Luther King Jr Bl Coliseum St Rodeo Rd Rodeo Rd Jefferson Bl Martin Luther King Jr Blvd 39th St 76th St Florence Av Florence Hyde Park Hyde Park Slauson Av Slauson Av 54th St 48th St 54th St 48th St Vernon Av Vernon Av 42nd St 42nd St Leimert Bl Stocker Pl Martin Luther King Jr Bl Martin Luther King Jr Bl Coliseum St Rodeo Rd Jefferson Bl Jefferson Bl Montclair St Montclair St Adams Blvd Adams Bl Washington Bl Washington Bl Venice Bl Venice Bl Pico Bl 76th St Florence Av Hyde Park 67th 67th Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl 76th St Florence Av To Beverlywood Venice Bl Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av Angeles Vista Bl 54th St Florence Av 79th St Hyde Park Bl Florence Av Slauson Av Hyde Park Bl 54th St Slauson Av 54th St 48th St Leimert Bl 48th St Vernon Av Leimert Bl Stocker St Vernon Av Martin Luther King Jr Bl Stocker St Rodeo Rd Coliseum St Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl Washington Bl I-10 Venice Bl Washington Bl Pico Bl Venice Bl I-10 Adams Blvd 39th St Martin Luther King Jr Blvd Coliseum St 39th St Martin Luther King Jr Bl Vernon Av Stocker St 43rd Martin Luther King Jr Bl Stocker St Rodeo Rd Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Coliseum St Jefferson Bl Rodeo Rd 39th St Martin Luther King Jr Blvd Florence Av 76th St Hyde Park Florence Slauson Av Hyde Park 54th St Slauson Av 54th St 48th St Vernon Av 48th St 42nd St Vernon Av Leimert Bl 42nd St Martin Luther King Jr Bl Stocker Pl Coliseum St Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Montclair St Jefferson Bl Adams Blvd Montclair St Washington Bl Adams Bl Venice Bl Washington Bl Pico Bl Venice Bl Florence Av 76th St 67th Hyde Park Florence 67th Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Florence Av 76th St Existing ATCS X X X X X X X X X X X X X X X X X Direction Model Model Delta NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 472 949 554 742 345 264 219 199 273 1,745 1,291 1,988 1,403 1,700 1,147 1,852 1,187 1,211 1,965 3,042 1,606 1,999 818 2,081 1,307 2,036 1,185 1,110 969 2,016 1,729 2,254 2,047 2,541 1,976 1,531 1,246 1,374 1,669 2,824 2,515 1,157 1,194 1,238 1,229 1,309 869 262 326 123 77 317 357 212 200 271 280 285 287 354 267 238 150 379 238 300 304 225 130 400 144 522 511 380 291 500 413 367 404 405 377 474 264 579 611 708 637 325 417 251 208 152 131 92 91 285 170 267 164 346 149 348 170 394 149 554 581 226 244 477 462 78 134 41 191 81 139 87 40 85 317 256 384 282 301 220 246 190 246 330 425 298 456 243 412 394 408 310 551 543 545 849 631 909 438 408 179 101 -36 200 539 759 503 691 607 636 -27 26 52 102 53 25 93 180 107 128 137 151 118 65 119 58 100 28 101 73 130 5 46 11 94 60 129 157 92 84 192 162 96 127 172 149 162 106 132 149 63 142 188 178 40 77 37 52 41 16 58 41 76 61 106 39 114 69 250 80 111 230 104 129 11 18 2030 Proposed TOD with 4Ds Alternative Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 475 962 574 740 347 455 372 203 271 1,734 1,284 1,980 1,395 1,580 983 1,635 1,099 1,825 1,815 3,044 1,598 1,970 802 2,063 1,278 2,370 1,618 1,039 903 1,974 1,627 2,205 1,927 2,545 1,660 2,329 1,674 1,480 1,386 2,739 2,392 1,080 1,086 1,146 1,130 487 522 143 195 254 181 317 340 209 196 254 256 278 294 719 379 553 334 374 240 139 34 78 39 398 150 517 501 377 290 480 405 370 396 394 364 455 248 580 614 723 639 307 398 263 214 101 123 85 83 288 174 114 91 128 72 345 178 368 146 563 562 146 238 500 485 480 960 570 740 350 460 370 200 270 1,730 1,280 1,980 1,400 1,580 980 1,640 1,100 1,820 1,820 3,040 1,600 1,970 800 2,060 1,280 2,370 1,620 1,040 900 1,970 1,630 2,210 1,930 2,540 1,660 2,330 1,670 1,480 1,390 2,740 2,390 1,080 1,090 1,150 1,130 490 520 140 200 250 180 320 340 210 200 250 260 280 290 720 380 550 330 370 240 140 30 80 40 400 150 520 500 380 290 480 410 370 400 390 360 460 250 580 610 720 640 310 400 260 210 100 120 80 80 290 170 110 90 130 70 350 180 370 150 560 560 150 240 500 490 480 960 570 740 350 460 370 200 270 1,730 1,280 1,980 1,400 1,580 980 1,640 1,100 1,820 1,820 3,040 1,600 1,970 800 2,060 1,280 2,370 1,620 1,040 900 1,970 1,630 2,210 1,930 2,540 1,660 2,330 1,670 1,490 1,390 2,740 2,390 1,080 1,090 1,150 1,130 500 520 140 200 250 180 320 340 210 200 250 260 280 290 720 380 550 330 370 240 140 40 80 40 400 150 520 500 380 290 480 410 370 400 390 360 460 250 580 610 720 640 310 400 260 210 100 120 80 80 290 170 110 90 130 70 350 180 370 150 560 560 150 240 500 490 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS Model Model Delta 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 0.790 0.790 0.465 0.607 0.282 0.757 0.607 0.323 0.440 0.645 0.475 0.740 0.520 0.588 0.361 0.487 0.323 0.542 0.542 0.911 0.475 0.587 0.232 0.614 0.378 0.708 0.481 0.305 0.263 0.587 0.484 0.660 0.575 0.760 0.493 1.049 0.749 0.667 0.622 0.820 0.714 0.317 0.320 0.338 0.332 0.179 0.187 0.223 0.323 0.407 0.290 0.523 0.557 0.340 0.323 0.407 0.423 0.457 0.473 1.190 0.623 0.907 0.540 0.607 0.390 0.223 0.057 0.123 0.057 0.657 0.240 0.857 0.823 0.623 0.473 0.790 0.673 0.607 0.657 0.640 0.590 0.757 0.407 0.957 1.007 1.190 1.057 0.507 0.657 0.423 0.340 0.157 0.190 0.123 0.123 0.473 0.273 0.173 0.140 0.207 0.107 0.573 0.290 0.607 0.240 0.923 0.923 0.240 0.390 0.639 0.626 C C A B A C B A A B A C A A A A A A A E A A A B A C A A A A A B A C A F C B B D C A A A A A A A A A A A A A A A A A A F B E A B A A A A A B A D D B A C B B B B A C A E F F F A B A A A A A A A A A A A A A A B A E E A A B B 625 1,054 860 661 831 330 336 289 262 1,751 1,918 1,836 2,050 1,555 1,807 1,598 1,963 2,043 1,748 2,482 2,871 1,612 1,810 1,665 2,377 1,763 2,404 1,676 1,439 2,176 2,299 2,384 2,274 2,489 2,227 1,468 1,314 1,379 1,594 2,796 2,804 1,777 1,676 1,894 1,559 1,259 1,230 367 344 170 202 502 395 406 313 423 498 383 356 337 428 228 276 337 384 348 382 136 245 356 277 494 620 407 463 533 501 453 413 582 497 457 474 620 563 619 672 470 539 277 371 347 182 251 144 284 350 272 300 257 410 231 461 362 482 574 612 275 330 411 539 109 190 139 165 118 69 119 68 53 396 447 361 314 314 207 409 237 271 480 720 396 699 547 611 521 393 417 656 382 624 298 610 214 539 377 193 82 87 172 540 230 723 496 741 422 122 -181 141 81 98 99 231 108 284 166 253 266 128 123 99 97 75 95 106 125 34 167 27 -19 101 97 179 142 177 120 191 99 104 91 297 171 227 142 124 102 117 90 270 178 104 159 174 115 153 55 115 101 157 93 140 186 117 117 298 190 133 92 94 135 2 36 2030 Proposed TOD with 4Ds Alternative Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 631 1,058 866 658 839 458 499 297 264 1,730 1,892 1,821 2,052 1,502 1,383 1,620 1,768 1,766 2,020 2,420 2,880 1,532 1,766 1,949 2,144 1,988 2,198 1,606 1,408 2,120 2,318 2,338 2,308 2,489 2,074 2,061 1,559 1,502 1,563 2,710 2,772 1,662 1,603 1,777 1,492 601 360 358 347 172 202 482 390 377 299 390 461 377 353 332 431 233 279 338 375 359 370 143 264 354 271 480 618 397 460 519 513 216 276 548 482 429 458 623 575 628 685 445 529 277 363 335 176 238 146 276 344 261 298 247 395 238 288 328 469 581 617 128 162 432 560 630 1,060 870 660 840 460 500 300 260 1,730 1,890 1,820 2,050 1,500 1,380 1,620 1,770 1,770 2,020 2,420 2,880 1,530 1,770 1,950 2,140 1,990 2,200 1,610 1,410 2,120 2,320 2,340 2,310 2,490 2,070 2,060 1,560 1,500 1,560 2,710 2,770 1,660 1,600 1,780 1,490 600 360 360 350 170 200 480 390 380 300 390 460 380 350 330 430 230 280 340 370 360 370 140 260 350 270 480 620 400 460 520 510 220 280 550 480 430 460 620 570 630 680 440 530 280 360 330 180 240 150 280 340 260 300 250 390 240 290 330 470 580 620 130 160 430 560 630 1,060 870 660 840 460 500 300 260 1,730 1,890 1,820 2,050 1,500 1,380 1,620 1,770 1,770 2,020 2,420 2,880 1,530 1,770 1,950 2,140 1,990 2,200 1,610 1,410 2,120 2,320 2,340 2,310 2,490 2,070 2,060 1,560 1,500 1,560 2,710 2,770 1,660 1,600 1,780 1,490 600 370 360 350 170 200 480 390 380 300 390 460 380 350 330 430 230 280 340 370 360 370 140 270 350 270 480 620 400 460 520 510 220 280 550 480 430 460 620 570 630 680 440 530 280 360 330 180 240 150 280 340 260 300 250 390 240 290 330 470 580 620 130 160 440 560 collector collector collector collector collector collector collector collector collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 1 major highway 2 major highway 2 collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector collector secondary highway secondary highway 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS 600 1200 1200 1200 1200 600 600 600 600 2640 2640 2640 2640 2640 2640 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 2200 2200 2200 2200 3300 3300 3300 3300 3300 3300 2640 2640 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 770 770 1.040 0.873 0.715 0.540 0.690 0.757 0.823 0.490 0.423 0.645 0.706 0.679 0.767 0.558 0.513 0.481 0.526 0.526 0.602 0.723 0.863 0.454 0.526 0.581 0.638 0.593 0.657 0.478 0.417 0.632 0.693 0.699 0.690 0.745 0.617 0.926 0.699 0.672 0.699 0.811 0.829 0.493 0.475 0.529 0.442 0.217 0.130 0.590 0.573 0.273 0.323 0.790 0.640 0.623 0.490 0.640 0.757 0.623 0.573 0.540 0.707 0.373 0.457 0.557 0.607 0.590 0.607 0.223 0.440 0.573 0.440 0.790 1.023 0.657 0.757 0.857 0.840 0.357 0.457 0.907 0.790 0.707 0.757 1.023 0.940 1.040 1.123 0.723 0.873 0.457 0.590 0.540 0.290 0.390 0.240 0.457 0.557 0.423 0.490 0.407 0.640 0.390 0.473 0.540 0.773 0.957 1.023 0.207 0.257 0.561 0.717 F D C A B C D A A B C B C A A A A A B C D A A A B A B A A B B B B C B E B B B D D A A A A A A A A A A C B B A B C B A A C A A A B A B A A A A C F B C D D A A E C C C F E F F C D A A A A A A A A A A A B A A A C E F A A A C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 Roadway Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Van Ness Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av Arlington Av From To Cattaraugus Hyde Park Florence Hyde Park Bl Slauson Av Slauson Av 54th St 54th St 48th St 48th St Vernon Av Vernon Av Martin Luther King Jr Bl Martin Luther King Jr Bl Rodeo Rd Rodeo Rd Jefferson Bl Jefferson Bl Adams Bl Adams Bl Beverlywood Florence Hyde Park Slauson Av Hyde Park Bl 54th St Slauson Av 48th St 54th St Vernon Av 48th St Martin Luther King Jr Bl Vernon Av Rodeo Rd Martin Luther King Jr Bl Jefferson Bl Rodeo Rd Adams Bl Jefferson Bl I-10 Adams Bl Venice Bl Washington Bl Washington Blvd I-10 Pico Bl Venice Bl Washington Bl Venice Bl I-10 Washington Blvd Venice Bl Pico Bl I-10 Existing ATSAC X X X X X X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB 475 629 544 460 736 568 522 415 535 438 670 450 920 829 586 561 919 786 845 816 1,045 744 872 1,072 883 762 -65 -16 -1 -14 134 77 25 22 -5 2 -442 -46 -668 -446 -490 -385 -506 -353 -352 -300 -720 -580 -666 -628 -397 -485 2030 Proposed TOD with 4Ds Alternative Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 726 726 569 488 882 644 841 628 556 461 782 481 1,073 948 702 660 1,049 876 887 740 1,220 887 985 1,177 999 886 730 730 570 490 880 640 840 630 560 460 780 480 1,070 950 700 660 1,050 880 890 740 1,220 890 990 1,180 1,000 890 740 740 580 500 880 640 840 630 570 470 790 490 1,080 960 710 670 1,060 890 900 750 1,230 900 1,000 1,190 1,010 900 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS Model Model Delta 770 770 770 770 1540 1540 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 0.951 0.951 0.743 0.639 0.561 0.406 1.081 0.808 0.730 0.600 1.016 0.626 1.393 1.237 0.912 0.860 1.367 1.146 1.159 0.964 1.587 1.159 1.289 1.535 1.302 1.159 E E C B A A F D C B F B F F E D F F F E F F F F F F 655 496 507 591 704 811 498 477 478 514 626 569 925 843 663 596 895 873 920 836 1,163 837 988 991 998 857 125 2 38 66 135 189 69 35 16 -29 -219 -304 -393 -694 -384 -457 -451 -522 -293 -542 -502 -575 -664 -617 -288 -344 2030 Proposed TOD with 4Ds Alternative Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 664 522 521 605 843 998 747 1,009 504 546 698 657 1,032 1,002 760 709 1,014 1,005 506 798 1,302 981 1,106 1,096 1,090 963 660 520 520 610 840 1,000 750 1,010 500 550 700 660 1,030 1,000 760 710 1,010 1,000 510 800 1,300 980 1,110 1,100 1,090 960 660 530 520 610 840 1,000 750 1,010 500 560 710 670 1,040 1,010 770 720 1,020 1,010 520 810 1,310 990 1,120 1,110 1,100 970 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Capacity V/C LOS 770 770 770 770 1540 1540 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 0.847 0.678 0.665 0.782 0.535 0.639 0.964 1.302 0.639 0.717 0.912 0.860 1.341 1.302 0.990 0.925 1.315 1.302 0.665 1.042 1.691 1.276 1.445 1.432 1.419 1.250 D B B C A B E F B C E D F F E E F F B F F F F F F F APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 Roadway 18th St 18th St 18th St 18th St Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Cadillac Av Beverlywood St Beverlywood St Beverlywood St Beverlywood St Cattaraugus Av Cattaraugus Av Cattaraugus Av Cattaraugus Av National Bl National Bl National Bl National Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Pico Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Venice Bl Washington Bl Washington Bl Washington Bl Washington Bl From Beverlywood La Cienega Bl Robertson Bl Fairfax Av La Cienega Bl Coming St Robertson Bl Venice Bl La Cienega Bl La Cienega Blvd Coming St Robertson Bl Canfield Av Garth Av/Corning St Robertson Bl Robertson Bl Canfield Av I-10 Robertson Robertson Bl Canfield Av Venice Bl Robertson Bl Crenshaw Bl West Bl La Cienega Bl Venice Bl Coming St La Cienega Blvd Canfield Av Robertson Bl Robertson Bl Garth Av/Corning St Canfield Av Robertson Bl Robertson I-10 Canfield Av Robertson Bl Robertson Bl Venice Bl West Bl Crenshaw Bl Crenshaw Bl 6th Ave 6th Ave Arlington Ave National Bl La Cienega Bl La Cienega Bl Cadillac Av Cadillac Av Fairfax Av Crenshaw Bl Arlington Ave 6th Ave La Cienega Bl National Bl Cadillac Av La Cienega Bl Fairfax Av Cadillac Av Hauser Blvd Thurman Ave La Brea Av Redondo Bl West Bl La Brea Av Crenshaw Bl 6th Ave 6th Ave Thurman Ave Crenshaw Bl Thurman Ave Fairfax Ave Redondo Blvd Hauser Blvd Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Bl Redondo Bl Redondo Bl La Brea Av La Brea Av Redondo Bl Rimpau Blvd West Blvd Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Washington Bl Crenshaw Bl Washington Bl Washington Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl 6th Ave Redondo Bl La Brea Av La Brea Av Fairfax Ave Thurman Ave Hauser Blvd Redondo Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave 6th Ave Fairfax Ave Thurman Ave La Brea Ave Rimpau Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Fairfax Av Hauser Blvd Redondo Bl La Brea Av La Brea Av Harcourt Ave West Bl Thurman Ave West Blvd Rimpau Blvd 6th Ave Crenshaw Bl Thurman Ave Fairfax Ave Rimpau Blvd La Brea Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Hauser Blvd Fairfax Av La Brea Av Redondo Bl Harcourt Ave La Brea Av Adams Bl Adams Bl Crenshaw 6th Ave 6th Ave Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Adams Bl Hauser Blvd Redondo Blvd Harcourt Ave West Blvd West Blvd Crenshaw Blvd 6th Ave Arlington Ave Hauser Redondo Redondo La Brea Crenshaw Redondo Blvd Hauser Blvd West Blvd Harcourt Ave Crenshaw Blvd West Blvd Arlington Ave 6th Ave Redondo Hauser La Brea Redondo Arlington Av Adams Bl Adams Bl Westhaven Westhaven Westhaven Westhaven Mont Clair St Mont Clair St Mont Clair St Mont Clair St Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl 7th Ave Arlington Av 9th Ave 7th Ave Hetzler Rd Rodeo Rd National Bl La Cienega Bl La Cienega Bl Hauser Blvd Buckingham Rd Crenshaw Bl Crenshaw Buckingham Rd Degnan Blvd Degnan Blvd Crenshaw Redondo Blvd Hauser Blvd Harcourt Ave La Brea Ave Farmdale Ave Harcourt Ave Buckingham Rd Farmdale Ave 7th Ave Redondo Bl La Brea Av Hauser Blvd Redondo Blvd La Brea Ave Harcourt Ave Harcourt Ave Farmdale Ave Farmdale Ave Buckingham Rd Degnan Blvd X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 7th Ave 7th Ave 9th Ave Rodeo Rd Hetzler Rd La Cienega Bl National Bl La Cienega Bl La Brea Av Redondo Bl Crenshaw Bl Hauser Blvd Existing ATSAC Coming St Thurman Ave Hauser Blvd Washington Bl Washington Bl Washington Bl Washington Bl To CattaraugusBl Robertson La Cienega Bl La Cienega Bl Fairfax Av Robertson Bl X X X X X X X X X X X X X X X X X X X X X Existing ATCS Direction Model Model Delta NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB 359 469 544 630 298 376 332 1,395 596 581 337 144 251 381 483 612 503 343 681 678 1,400 935 1,131 1,630 1,065 1,403 1,085 1,544 1,963 2,538 1,429 2,134 1,622 2,744 1,872 2,799 1,277 2,130 697 1,468 1,128 1,934 1,870 3,200 1,517 2,364 1,880 3,150 838 1,643 298 1,291 271 1,251 900 2,010 739 1,473 294 2,085 931 2,342 780 1,927 1,013 1,639 417 1,325 591 1,205 849 1,357 446 883 463 1,156 1,007 1,497 852 1,177 777 894 173 367 207 327 191 154 34 112 1,065 1,550 1,083 1,943 510 1,601 485 1,366 233 610 350 601 364 1,232 490 897 190 872 180 605 303 2 17 154 41 66 -57 57 -18 55 36 111 69 56 49 -73 -68 56 7 38 36 93 111 81 141 89 185 79 271 279 202 240 180 221 305 263 158 171 83 274 137 -329 -340 293 334 210 150 133 325 -366 -224 54 169 95 356 175 297 81 463 1 195 298 257 175 332 78 457 157 183 61 134 36 73 165 280 208 230 25 52 39 93 258 307 20 11 14 -46 39 77 14 73 12 71 102 180 34 191 82 162 92 141 195 268 -29 107 319 377 108 131 98 144 170 2030 Proposed TOD with 4Ds Alternative Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 152 274 538 644 445 412 457 835 596 580 333 148 256 391 519 644 177 236 702 700 968 1,082 898 1,647 1,084 1,314 1,076 1,506 1,973 2,568 1,420 2,160 1,634 2,765 1,879 2,852 1,282 2,179 1,479 1,674 836 1,137 1,824 3,148 1,485 2,345 1,861 3,101 905 1,683 205 491 829 2,167 966 1,277 747 1,426 301 2,062 889 2,305 756 1,876 1,005 1,571 401 1,332 791 1,222 880 1,561 988 1,463 434 1,122 1,011 1,493 853 1,168 735 846 86 79 162 62 203 155 32 100 1,100 1,579 1,055 1,970 529 1,679 499 1,385 237 608 532 1,363 376 1,219 446 844 180 859 171 590 281 150 270 540 640 450 410 460 840 600 580 330 150 260 390 520 640 180 240 700 700 970 1,080 900 1,650 1,080 1,310 1,080 1,510 1,970 2,570 1,420 2,160 1,630 2,760 1,880 2,850 1,280 2,180 1,480 1,670 840 1,140 1,820 3,150 1,480 2,350 1,860 3,100 900 1,680 200 490 830 2,170 970 1,280 750 1,430 300 2,060 890 2,300 760 1,880 1,000 1,570 400 1,330 790 1,220 880 1,560 990 1,460 430 1,120 1,010 1,490 850 1,170 740 850 90 80 160 60 200 150 30 100 1,100 1,580 1,060 1,970 530 1,680 500 1,380 240 610 530 1,360 380 1,220 450 840 180 860 170 590 280 160 270 540 640 450 420 460 850 600 580 330 150 260 390 530 650 180 240 700 700 970 1,080 900 1,650 1,080 1,310 1,080 1,510 1,970 2,570 1,420 2,160 1,630 2,760 1,880 2,850 1,280 2,180 1,480 1,670 850 1,150 1,820 3,150 1,480 2,350 1,860 3,100 910 1,690 200 490 830 2,170 970 1,280 750 1,430 310 2,060 890 2,300 760 1,880 1,000 1,570 400 1,330 790 1,220 880 1,560 990 1,460 430 1,120 1,010 1,490 850 1,170 740 850 90 80 160 70 200 150 30 100 1,100 1,580 1,060 1,970 530 1,680 500 1,380 240 610 530 1,360 390 1,220 450 840 180 860 170 590 280 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 2 3 2 3 2 3 2 3 2 2 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Capacity V/C LOS Model Model Delta 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1540 1540 2310 2310 2310 2310 2310 2310 1540 1540 1760 2640 1760 2640 1760 2640 1760 2640 1760 1760 1760 2640 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.257 0.440 0.890 1.057 0.740 0.690 0.251 0.473 0.990 0.957 0.540 0.240 0.423 0.640 0.873 1.073 0.290 0.390 0.899 0.899 0.620 0.691 0.501 0.928 0.691 0.841 0.691 0.971 0.843 1.103 0.605 0.925 0.696 1.185 0.804 1.224 0.544 0.934 0.631 0.713 0.542 0.737 0.778 1.354 0.631 1.007 0.795 1.332 0.581 1.087 0.104 0.176 0.462 0.812 0.541 0.475 0.416 0.532 0.166 1.160 0.496 0.861 0.422 0.702 0.558 0.585 0.217 0.746 0.439 0.683 0.490 0.876 0.553 0.820 0.234 0.626 0.564 0.837 0.473 0.655 0.410 0.473 0.140 0.123 0.257 0.107 0.323 0.240 0.040 0.157 0.704 1.016 0.678 1.269 0.334 1.081 0.315 0.886 0.146 0.386 0.334 0.873 0.243 0.782 0.282 0.535 0.107 0.548 0.100 0.373 0.172 A A D F C B A A E E A A A B D F A A D D B B A E B D B E D F B E B F D F A E B C A C C F B F C F A F A A A D A A A A A F A D A C A A A C A B A D A D A B A D A B A A A A A A A A A A C F B F A F A D A A A D A C A A A A A A A 475 359 738 572 458 339 655 1,251 717 575 221 353 461 297 647 637 489 326 726 605 1,728 974 1,519 1,190 1,444 1,092 1,527 1,234 2,862 2,267 1,832 1,970 2,645 2,069 2,736 2,190 2,253 1,735 2,138 1,166 1,790 1,539 2,732 2,388 2,330 1,922 2,702 2,667 1,477 1,184 1,194 630 1,068 754 1,430 1,349 1,256 1,143 1,051 1,594 1,427 1,376 1,401 1,425 1,441 1,346 1,268 879 1,339 976 1,510 1,180 1,141 674 1,168 863 1,495 1,246 1,240 882 1,163 801 423 296 443 304 232 191 225 93 1,652 1,265 1,749 1,330 1,461 1,215 1,233 992 798 438 871 575 1,193 945 1,302 860 1,142 694 762 400 942 73 107 215 29 -35 66 -118 124 6 96 76 131 38 64 -19 47 32 38 -67 56 208 269 176 212 166 238 273 198 418 418 276 249 410 362 423 178 509 184 681 222 -245 -344 445 267 473 176 136 207 -288 -361 234 224 433 471 274 705 337 625 177 118 270 699 302 756 411 691 337 327 357 270 301 300 477 227 331 341 216 218 250 87 506 159 135 76 58 73 136 73 148 70 143 154 172 132 244 198 312 172 220 180 487 333 231 197 689 509 323 391 210 177 592 2030 Proposed TOD with 4Ds Alternative Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 351 349 729 594 511 385 302 1,353 725 560 224 349 482 304 674 649 256 161 764 617 1,803 894 1,346 1,186 1,458 1,059 1,488 1,205 2,869 2,249 1,830 1,988 2,642 2,062 2,123 2,058 2,294 2,003 1,588 1,155 1,166 833 2,661 2,353 2,254 1,897 2,683 2,642 1,530 1,249 575 537 1,571 1,182 1,258 1,408 1,230 1,061 1,027 1,579 1,385 1,263 1,352 1,300 1,373 1,236 1,251 853 1,498 955 1,501 1,050 1,627 1,039 1,116 814 1,460 1,211 1,208 873 1,082 782 182 134 148 211 223 191 204 88 1,669 1,278 1,773 1,340 1,463 1,095 1,220 1,003 783 420 806 538 1,162 914 1,194 784 1,089 636 735 378 844 350 350 730 590 510 390 300 1,350 720 560 220 350 480 300 670 650 260 160 760 620 1,800 890 1,350 1,190 1,460 1,060 1,490 1,200 2,870 2,250 1,830 1,990 2,640 2,060 2,120 2,060 2,290 2,000 1,590 1,150 1,170 830 2,660 2,350 2,250 1,900 2,680 2,640 1,530 1,250 580 540 1,570 1,180 1,260 1,410 1,230 1,060 1,030 1,580 1,390 1,260 1,350 1,300 1,370 1,240 1,250 850 1,500 960 1,500 1,050 1,630 1,040 1,120 810 1,460 1,210 1,210 870 1,080 780 180 130 150 210 220 190 200 90 1,670 1,280 1,770 1,340 1,460 1,090 1,220 1,000 780 420 810 540 1,160 910 1,190 780 1,090 640 740 380 840 350 350 730 590 520 390 310 1,350 730 560 220 350 480 300 680 650 260 160 770 620 1,800 890 1,350 1,190 1,460 1,060 1,490 1,200 2,870 2,250 1,830 1,990 2,640 2,060 2,120 2,060 2,290 2,000 1,590 1,150 1,180 840 2,660 2,350 2,250 1,900 2,680 2,640 1,540 1,260 580 540 1,570 1,180 1,260 1,410 1,230 1,060 1,030 1,580 1,390 1,260 1,350 1,300 1,370 1,240 1,250 850 1,500 960 1,500 1,050 1,630 1,040 1,120 810 1,460 1,210 1,210 870 1,080 780 180 130 150 210 220 190 200 90 1,670 1,280 1,770 1,340 1,460 1,090 1,220 1,000 780 420 810 540 1,160 910 1,190 780 1,090 640 740 380 840 Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway 600 600 600 600 600 600 880 880 600 600 600 600 600 600 600 600 600 600 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 3 3 3 2 2 2 2 3 2 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Capacity V/C LOS 600 600 600 600 600 600 1760 1760 600 600 600 600 600 600 600 600 600 600 770 770 1540 1540 1760 1760 1540 1540 1540 1540 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 2310 1540 1540 2310 2310 2310 2310 2310 2310 1540 1540 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 2640 1760 2640 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 0.573 0.573 1.207 0.973 0.857 0.640 0.166 0.757 1.207 0.923 0.357 0.573 0.790 0.490 1.123 1.073 0.423 0.257 0.990 0.795 1.159 0.568 0.757 0.666 0.938 0.678 0.958 0.769 1.232 0.964 0.782 0.851 1.133 0.882 0.908 0.882 0.981 0.856 0.678 0.488 0.756 0.535 1.142 1.007 0.964 0.813 1.150 1.133 0.990 0.808 0.320 0.297 0.585 0.660 0.467 0.791 0.689 0.592 0.575 0.888 0.517 0.706 0.501 0.729 0.768 0.695 0.700 0.473 0.842 0.535 0.842 0.587 0.916 0.581 0.626 0.450 0.820 0.678 0.678 0.484 0.604 0.433 0.290 0.207 0.240 0.340 0.357 0.307 0.323 0.140 1.074 0.821 1.139 0.860 0.938 0.698 0.782 0.639 0.496 0.263 0.516 0.341 0.743 0.581 0.763 0.496 0.698 0.406 0.471 0.237 0.535 A A F E D B A C F E A A C A F F A A E C F A C B E B E C F E C D F D E D E D B A C A F F E D F F E D A A A B A C B A A D A C A C C B C A D A D A E A B A D B B A B A A A A A A A A A F D F D E B C B A A A A C A C A B A A A A APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 Roadway Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Jefferson Bl Exposition Bl Exposition Bl Exposition Bl Exposition Bl Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Rodeo Rd Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Coliseum St Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl Martin Luther King Jr Bl 39th St 39th St 39th St 39th St Don Miguel Dr Don Miguel Dr Don Felipe Don Felipe Santa Rosalia Santa Rosalia Santa Rosalia Santa Rosalia Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St Stocker St 42nd St 42nd St Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av Vernon Av 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St 54th St Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av Slauson Av From To Cattaraugus 7th Ave 7th Ave 3rd Ave 3rd Ave Arlington Ave La Brea Av Crenshaw Bl Crenshaw Bl Arlington Av Jefferson Bl La Cienega Bl La Cienega Bl Beverlywood Degnan Blvd 3rd Ave 7th Ave Arlington Ave 3rd Ave Crenshaw Bl La Brea Av Arlington Av Crenshaw Bl La Cienega Bl Jefferson Bl Hauser Blvd La Cienega Bl La Brea Av Redondo Bl Martin Luther King Jr Bl La Brea Av Redondo Bl La Brea Av La Brea Av Martin Luther King Jr Bl Farmdale Ave Buckingham Rd Crenshaw Bl Degnan Ave Hauser Blvd Redondo Blvd Martin Luther King Jr Blvd Farmdale Ave Buckingham Rd Crenshaw Blvd Degnan Ave 7th Ave 7th Ave Dublin Ave Dublin Ave 3rd Ave 3rd Ave Arlington Ave Clyde Du Ray Du Ray La Brea La Brea Av Hauser Blvd Buckingham Rd Farmdale Ave Degnan Ave Crenshaw Bl Redondo Blvd Hauser Blvd Farmdale Ave Martin Luther King Jr Blvd Crenshaw Blvd Buckingham Rd 7th Ave Degnan Ave Dublin Ave 7th Ave 3rd Ave Dublin Ave Arlington Ave 3rd Ave Du Ray Clyde La Brea Du Ray La Brea Av Buckingham Buckingham Crenshaw Buckingham Buckingham Crenshaw Degnan Ave Westside Ave Westside Ave Degnan Ave Martin Luther King Jr Blvd Santa Rosalia Dr Chesapeake Ave Martin Luther King Jr Blvd Degnan Ave Crenshaw Ave 7th Ave Westside Ave Coliseum St Buckingham Rd Buckingham Rd Coliseum St Degnan St Degnan St Santa Rosalia Dr Crenshaw Degnan Degnan Leimert Santa Rosalia Dr Crenshaw BLvd Stocker Plaza Arlington Av X X X X X X X X X X X X X X X X X X X X X X X X X X Chesapeake Ave Santa Rosalia Dr Martin Luther King Jr Blvd Martin Luther King Jr Blvd Chesapeake Ave Crenshaw Ave Degnan Ave Westside Ave 7th Ave Leimert Arlington Coliseum St Rodeo Rd Degnan St Westside Ave Westside Ave Dublin Ave Buckingham Rd Crenshaw Bl Crenshaw Bl Arlington Av Don Lorenzo Dr Don Felipe Dr Don Miguel Stocker Hillcrest Stocker Hillcrest Coliseum La Brea Existing ATCS X X X X X Santa Rosalia Dr Santa Rosalia Dr Chesapeake Ave Crenshaw Bl Existing ATSAC Crenshaw Bl Arlington Leimert Rodeo Rd Coliseum St Westside Ave Degnan St Dublin Ave Westside Ave Crenshaw Bl Buckingham Rd Arlington Av Crenshaw Bl Don Felipe Dr Don Lorenzo Dr Stocker Don Miguel Stocker Hillcrest Coliseum Hillcrest X X X X X X X X X X X X Santa Rosalia Dr La Brea Degnan Crenshaw Leimert Degnan Crenshaw BLvd Santa Rosalia Dr Arlington Av Stocker Plaza Westside Ave Dublin Ave Dublin Ave Westside Ave Leimert Blvd Westside Ave Dublin Ave Arlington Ave West Bl Crenshaw Bl 4th Arlington Crenshaw Blvd 9th Ave 9th Ave 7th Ave 7th Ave 4th Ave Angeles Vista Bl Westside Ave Leimert Blvd Arlington Ave Dublin Ave Crenshaw Bl West Bl Arlington 4th 9th Ave Crenshaw Blvd 7th Ave 9th Ave 4th Ave 7th Ave West Blvd 8th St Angeles Vista Bl Van Ness Av Van Ness Av West Blvd Crenshaw Blvd Crenshaw Blvd West Blvd West Blvd 8th St X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta NB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 542 345 620 586 823 292 383 282 605 1,141 1,726 1,119 1,957 1,095 1,510 1,153 1,612 403 523 883 942 946 1,436 294 349 530 679 602 806 806 975 1,116 1,185 1,142 1,207 247 560 171 444 526 470 312 251 196 311 395 419 600 471 743 668 425 441 584 638 1,232 1,428 530 1,035 1,490 1,609 812 1,271 422 947 516 1,017 156 260 205 352 180 369 66 183 342 323 242 284 589 763 228 365 367 614 872 896 152 142 774 860 644 604 903 1,123 461 519 295 613 282 428 224 448 337 684 752 1,885 821 1,138 1,080 1,517 262 144 378 123 454 -2 25 -21 138 159 23 105 64 396 332 160 13 62 197 305 35 115 7 50 123 43 229 153 80 141 147 245 414 240 392 10 59 -3 35 84 73 60 62 77 81 89 144 112 73 82 228 129 162 123 228 110 -339 143 162 -50 -79 125 -116 73 177 119 233 15 3 -78 186 49 98 -3 21 294 252 168 178 270 176 46 23 44 99 306 216 47 69 102 182 103 147 122 384 154 115 66 153 66 54 14 50 64 163 138 44 94 157 107 117 2030 Proposed TOD with 4Ds Alternative Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 508 330 565 572 749 308 391 63 605 1,153 1,779 1,137 2,004 1,050 1,487 1,164 1,651 412 504 855 969 936 1,436 291 332 526 641 577 797 788 952 1,084 1,125 1,110 1,147 139 319 118 289 540 471 230 172 244 258 394 410 583 460 738 640 408 415 573 610 772 237 519 1,045 1,129 1,174 795 1,293 411 918 499 984 283 273 215 425 191 372 28 67 595 580 490 468 555 757 288 249 147 233 825 870 159 147 785 852 636 583 891 1,060 448 526 415 718 275 425 231 441 333 666 1,045 1,657 1,078 1,221 1,070 1,507 510 330 570 570 750 310 390 60 610 1,150 1,780 1,140 2,000 1,050 1,490 1,160 1,650 410 500 850 970 940 1,440 290 330 530 640 580 800 790 950 1,080 1,130 1,110 1,150 140 320 120 290 540 470 230 170 240 260 390 410 580 460 740 640 410 410 570 610 770 240 520 1,050 1,130 1,170 790 1,290 410 920 500 980 280 270 210 420 190 370 30 70 590 580 490 470 560 760 290 250 150 230 820 870 160 150 780 850 640 580 890 1,060 450 530 410 720 280 420 230 440 330 670 1,050 1,660 1,080 1,220 1,070 1,510 510 330 570 570 750 320 390 70 610 1,150 1,780 1,140 2,000 1,050 1,490 1,160 1,650 410 500 850 970 940 1,440 290 330 530 640 580 800 790 950 1,080 1,130 1,110 1,150 140 320 130 290 540 470 230 170 240 260 390 410 580 460 740 640 410 410 570 610 770 250 520 1,050 1,140 1,180 790 1,300 410 920 500 980 280 280 220 420 190 370 40 70 590 580 490 470 560 760 290 250 150 230 820 870 160 150 780 850 640 580 890 1,060 450 530 410 720 280 420 230 440 330 670 1,050 1,660 1,080 1,220 1,070 1,510 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 1 1 2 2 2 3 2 2 2 2 Capacity V/C LOS Model Model Delta 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 1760 1760 1760 1760 1760 1760 1540 1540 1540 1540 1760 1760 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 770 770 1540 1540 1760 2640 1760 1760 1760 1760 0.321 0.204 0.360 0.360 0.477 0.523 0.640 0.048 0.498 0.643 1.001 0.638 1.126 0.587 0.837 0.649 0.928 0.256 0.315 0.542 0.620 0.524 0.808 0.178 0.204 0.334 0.406 0.367 0.509 0.503 0.607 0.691 0.724 0.711 0.737 0.223 0.523 0.207 0.473 0.890 0.773 0.373 0.273 0.390 0.423 0.640 0.673 0.957 0.757 1.223 1.057 0.673 0.673 0.940 1.007 0.428 0.132 0.285 0.587 0.638 0.660 0.439 0.729 0.223 0.513 0.274 0.547 0.457 0.457 0.357 0.690 0.307 0.607 0.057 0.107 0.482 0.473 0.398 0.382 0.457 0.623 0.473 0.407 0.240 0.373 0.456 0.484 0.257 0.240 0.496 0.542 0.406 0.367 0.568 0.678 0.574 0.678 0.256 0.458 0.354 0.535 0.289 0.561 0.204 0.425 0.587 0.619 0.604 0.683 0.598 0.848 A A A A A A B A A B F B F A D B E A A A B A D A A A A A A A B B C C C A A A A D C A A A A B B E C F F B B E F A A A A B B A C A A A A A A A B A B A A A A A A A B A A A A A A A A A A A A A B A B A A A A A A A A A B B B A D 553 908 549 1,151 824 444 370 891 460 1,922 1,326 1,974 1,510 1,552 1,260 1,683 1,510 678 535 1,184 922 1,416 1,120 410 399 876 711 950 655 1,091 863 1,388 1,119 1,401 890 589 464 327 307 579 517 261 339 339 361 448 393 572 558 777 799 522 412 559 633 1,568 1,332 1,241 962 1,753 1,477 1,258 1,080 1,140 746 1,135 790 335 200 465 389 389 229 165 77 414 624 427 377 1,019 769 344 340 544 487 1,149 1,068 249 181 1,078 674 930 493 1,218 965 636 520 654 377 412 365 440 288 704 419 1,265 1,417 1,132 846 1,405 1,422 321 482 265 590 362 88 65 352 209 238 190 -29 57 45 371 196 284 242 219 50 211 -148 20 143 115 172 259 17 139 136 180 355 276 314 10 112 79 57 32 111 117 102 59 102 162 127 93 203 118 276 178 200 107 95 153 -181 -13 393 215 254 -430 41 176 382 84 372 81 78 -32 77 259 23 89 4 -3 288 521 336 229 181 263 110 125 157 111 155 300 109 125 231 137 163 143 327 304 158 149 267 115 104 134 117 74 265 118 1 361 174 119 187 171 2030 Proposed TOD with 4Ds Alternative Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 508 832 511 1,062 771 443 374 794 484 1,939 1,329 2,046 1,548 1,587 1,229 1,693 1,507 662 512 1,212 915 1,447 1,117 389 386 853 676 954 636 1,074 840 1,336 1,080 1,351 889 593 466 507 317 583 628 255 339 335 345 445 407 539 538 740 778 497 399 549 617 1,649 1,379 1,208 949 1,452 812 1,254 1,056 1,078 740 1,080 778 335 313 464 366 399 234 183 88 380 554 390 351 1,261 1,149 631 594 531 483 1,129 1,020 251 174 1,073 674 906 479 1,173 923 632 514 623 376 396 351 427 281 661 409 1,330 1,421 1,405 849 1,376 1,403 510 830 510 1,060 770 440 370 790 480 1,940 1,330 2,050 1,550 1,590 1,230 1,690 1,510 660 510 1,210 920 1,450 1,120 390 390 850 680 950 640 1,070 840 1,340 1,080 1,350 890 590 470 510 320 580 630 260 340 330 340 450 410 540 540 740 780 500 400 550 620 1,650 1,380 1,210 950 1,450 810 1,250 1,060 1,080 740 1,080 780 330 310 460 370 400 230 180 90 380 550 390 350 1,260 1,150 630 590 530 480 1,130 1,020 250 170 1,070 670 910 480 1,170 920 630 510 620 380 400 350 430 280 660 410 1,330 1,420 1,400 850 1,380 1,400 510 830 510 1,060 770 440 370 790 480 1,940 1,330 2,060 1,550 1,590 1,230 1,690 1,510 660 510 1,210 920 1,460 1,120 390 390 850 680 950 640 1,070 840 1,340 1,080 1,350 890 590 470 510 320 580 630 260 340 330 340 450 410 540 540 740 780 500 400 550 620 1,660 1,390 1,210 950 1,450 820 1,250 1,060 1,080 740 1,080 780 330 320 460 370 400 230 190 100 380 550 390 350 1,260 1,150 630 590 530 480 1,130 1,020 250 170 1,070 670 910 480 1,170 920 630 510 620 380 400 350 430 280 660 410 1,340 1,420 1,400 850 1,380 1,400 secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 770 770 770 770 770 600 600 600 600 880 880 880 880 880 880 880 880 770 770 770 770 880 880 770 770 770 770 770 770 770 770 770 770 770 770 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 880 880 880 880 880 880 880 880 880 880 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 880 880 600 600 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 770 880 880 880 880 880 880 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 2 2 1 1 2 2 2 2 2 2 1 1 2 2 1 1 1 1 2 2 2 3 2 2 2 2 Capacity V/C LOS 1540 1540 1540 1540 1540 600 600 1200 1200 1760 1760 1760 1760 1760 1760 1760 1760 1540 1540 1540 1540 1760 1760 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 1540 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 1760 600 600 600 600 600 600 600 600 1200 1200 1200 1200 1200 1200 600 600 600 600 1760 1760 600 600 1540 1540 1540 1540 1540 1540 770 770 1540 1540 770 770 770 770 1540 1540 1760 2640 1760 1760 1760 1760 0.321 0.529 0.321 0.678 0.490 0.723 0.607 0.648 0.390 1.092 0.746 1.160 0.871 0.893 0.689 0.950 0.848 0.419 0.321 0.776 0.587 0.820 0.626 0.243 0.243 0.542 0.432 0.607 0.406 0.685 0.535 0.860 0.691 0.867 0.568 0.973 0.773 0.840 0.523 0.957 1.040 0.423 0.557 0.540 0.557 0.740 0.673 0.890 0.890 1.223 1.290 0.823 0.657 0.907 1.023 0.933 0.780 0.678 0.530 0.814 0.456 0.700 0.592 0.604 0.410 0.604 0.433 0.540 0.523 0.757 0.607 0.657 0.373 0.307 0.157 0.307 0.448 0.315 0.282 1.040 0.948 1.040 0.973 0.873 0.790 0.632 0.570 0.407 0.273 0.685 0.425 0.581 0.302 0.750 0.587 0.808 0.652 0.393 0.237 0.509 0.445 0.548 0.354 0.419 0.256 0.751 0.528 0.785 0.473 0.774 0.785 A A A B A C B B A F C F D D B E D A A C A D B A A A A B A B A D B D A E C D A E F A A A A C B D D F F D B E F E C B A D A C A B A B A A A C B B A A A A A A A F E F E D C B A A A B A A A C A D B A A A A A A A A C A C A C C APPENDIX F - ROADWAY SEGMENT LEVELS OF SERVICE TABLES WEST ADAMS-BALDWIN HILLS-LEIMERT COMMUNITY PLAN UPDATE # 1 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 Roadway From To Cattaraugus Crenshaw Blvd 8th St Overhill Alviso Alviso Beverlywood 8th St Crenshaw Blvd Alviso Overhill West Blvd Alviso Crenshaw Bl 8th St 8th St Florence Av Florence Av West Blvd Crenshaw Blvd 8th St 4th Ave 4th Ave Arlington Ave West Bl Crenshaw Bl Crenshaw 8th 8th Van Ness West Bl Crenshaw Bl Crenshaw 4th 4th Van Ness West Bl Crenshaw Bl Crenshaw Bl Crenshaw Blvd West Blvd 4th Ave 8th St Arlington Ave 4th Ave Crenshaw Bl West Bl 8th Crenshaw Van Ness 8th Crenshaw Bl West Bl 4th Crenshaw Van Ness 4th Crenshaw Bl West Bl Florence Av Florence Av 8th Ave 4th Ave 4th Ave 8th Ave Florence Av Florence Av Crenshaw Blvd 8th St 4th Ave Arlington Ave Crenshaw Bl Van Ness Av Crenshaw Bl 8th Av 8th St Crenshaw Blvd Arlington Ave 4th Ave Van Ness Av Crenshaw Bl 8th Av Crenshaw Bl Slauson Av Slauson Av 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St 60th St Hyde Park Bl Hyde Park Bl Hyde Park Hyde Park Hyde Park Hyde Park Bl Bl Bl Bl 67th St 67th St 67th St 67th St 67th St 67th St Florence Av Florence Av 76th St 76th St 79th St 79th St Existing ATSAC Existing ATCS X X West Blvd X X X X X X X X X X X X X X X X X X X X X X Direction Model Model Delta NB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 982 1,233 92 171 91 317 172 438 369 437 110 198 212 237 399 498 317 397 390 443 372 339 77 241 116 259 1,175 2,168 1,413 2,318 1,318 2,170 1,449 2,329 106 169 93 138 159 91 18 73 30 -4 22 145 111 212 9 80 -5 45 50 62 3 0 6 -2 105 50 11 50 11 89 66 69 161 172 134 90 169 167 32 80 12 37 Total 435,901 51,487 2030 Proposed TOD with 4Ds Alternative Bike Lanes - AM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 962 1,226 65 161 85 157 178 431 352 406 118 187 216 237 402 512 212 420 205 238 367 342 59 112 59 184 1,195 2,218 1,394 2,064 1,302 2,155 1,431 2,309 117 167 110 151 960 1,230 70 160 80 160 180 430 350 410 120 190 220 240 400 510 210 420 200 240 370 340 60 110 60 180 1,200 2,220 1,390 2,060 1,300 2,160 1,430 2,310 120 170 110 150 960 1,230 70 160 80 170 180 430 350 410 120 190 230 240 400 510 220 430 210 250 370 340 60 110 60 180 1,200 2,220 1,390 2,060 1,300 2,160 1,430 2,310 120 170 110 150 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 Capacity V/C LOS Model Model Delta 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.535 0.689 0.107 0.257 0.123 0.273 0.290 0.707 0.573 0.673 0.190 0.307 0.373 0.390 0.509 0.652 0.276 0.548 0.263 0.315 0.607 0.557 0.090 0.173 0.090 0.290 0.445 0.831 0.517 0.770 0.482 0.808 0.532 0.865 0.190 0.273 0.173 0.240 A B A A A A A C A B A A A A A B A A A A B A A A A A A D A C A D A D A A A A 1,290 1,091 238 135 297 158 379 281 652 435 190 163 263 200 569 494 393 290 390 395 615 347 251 180 326 197 1,632 1,623 2,208 1,920 1,999 1,711 2,323 1,840 251 131 238 67 163 178 113 63 144 97 162 145 248 173 111 88 131 16 126 88 37 42 24 10 174 125 161 71 165 115 179 292 260 465 108 255 342 397 180 48 136 -5 492,490 80,923 436,160 2030 TOD Proposed with 4Ds Alternative Bike Lanes AM LOS D or Better 419 Los E 37 Los F 52 Los E or F 89 Total 508 2030 Proposed TOD with 4Ds Alternative Bike Lanes - PM Peak Hour Intitial Calculation Rounded Forecast Functional Class pcphpl Lanes 1,266 1,068 234 143 290 161 365 271 617 414 172 153 249 203 575 504 401 295 400 408 615 344 234 180 317 196 1,649 1,624 2,216 1,888 1,990 1,673 2,275 1,781 240 140 233 86 1,270 1,070 230 140 290 160 370 270 620 410 170 150 250 200 580 500 400 290 400 410 610 340 230 180 320 200 1,650 1,620 2,220 1,890 1,990 1,670 2,270 1,780 240 140 230 90 1,270 1,070 230 140 290 160 370 270 620 410 170 150 250 200 580 500 400 290 400 410 610 340 230 180 320 200 1,650 1,620 2,220 1,890 1,990 1,670 2,270 1,780 240 140 230 100 major highway 2 major highway 2 Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector Collector secondary highway secondary highway secondary highway secondary highway secondary highway secondary highway Collector Collector Collector Collector Collector Collector major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 major highway 2 Collector Collector Collector Collector 880 880 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 880 880 880 880 880 880 880 880 600 600 600 600 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 1 1 1 1 Capacity V/C LOS 1760 1760 600 600 600 600 600 600 600 600 600 600 600 600 770 770 770 770 770 770 600 600 600 600 600 600 2640 2640 2640 2640 2640 2640 2640 2640 600 600 600 600 0.712 0.598 0.373 0.223 0.473 0.257 0.607 0.440 1.023 0.673 0.273 0.240 0.407 0.323 0.743 0.639 0.509 0.367 0.509 0.522 1.007 0.557 0.373 0.290 0.523 0.323 0.615 0.604 0.831 0.706 0.744 0.623 0.850 0.664 0.390 0.223 0.373 0.157 C A A A A A B A F B A A A A C B A A A A F A A A A A B B D C C B D B A A A A 489,640 2030 TOD Proposed with 4Ds Alternative Bike Lanes PM LOS D or Better 397 Los E 43 Los F 68 Los E or F 111 Total 508 APPENDIX G: CONGESTION MANAGEMENT PROGRAM ANALYSIS CMP Freeway Monitoring Stations and Levels of Service Existing (2009) Conditions AM Peak Hour CMP Station Freeway Route CMP Post Mile 1012 10 EB R10.71 1012 10 WB R10.72 Year 2030 Plan Conditions PM Peak Hour AM Peak Hour PM Peak Hour Travel Lanes Auxiliary Lanes Existing (2009) Capacity* Year 2030 Capacity* Demand D/C LOS Demand D/C LOS Change Demand D/C LOS Impact? Change Demand D/C LOS e/o La Brea Ave UC 5 - 10,000 10,000 12,900 1.29 F(1) 14,000 1.40 F(2) 1,510 14,410 1.44 F(2) YES 700 14,700 1.47 F(2) YES e/o La Brea Ave UC 5 - 10,000 10,000 12,700 1.27 F(1) 11,800 1.18 F(0) 1,286 13,986 1.40 F(2) YES 413 12,213 1.22 F(1) YES Location *Final freeway segment capacity assumes travel lane capacity of 2,000 vehicles per hour per lane and auxiliary lane capacity of 1,250 vehicles per hour per lane. Impact? CMP Freeway Monitoring Stations and Levels of Service Existing (2009) Conditions AM Peak Hour CMP Station Freeway Route CMP Post Mile 1012 10 EB R10.71 1012 10 WB R10.72 Year 2030 NCP (Proposed TOD Plan with 4Ds) Conditions PM Peak Hour AM Peak Hour PM Peak Hour Travel Lanes Auxiliary Lanes Existing (2009) Capacity* Year 2030 Capacity* Demand D/C LOS Demand D/C LOS Change Demand D/C LOS Impact? Change Demand D/C LOS Impact? e/o La Brea Ave UC 5 - 10,000 10,000 12,900 1.29 F(1) 14,000 1.40 F(2) 1,489 14,389 1.44 F(2) YES 909 14,909 1.49 F(2) YES e/o La Brea Ave UC 5 - 10,000 10,000 12,700 1.27 F(1) 11,800 1.18 F(0) 1,391 14,091 1.41 F(2) YES 486 12,286 1.23 F(1) YES Location *Final freeway segment capacity assumes travel lane capacity of 2,000 vehicles per hour per lane and auxiliary lane capacity of 1,250 vehicles per hour per lane. CMP Freeway Monitoring Stations and Levels of Service Existing (2009) Conditions AM Peak Hour CMP Station Freeway Route CMP Post Mile 1012 10 EB R10.71 1012 10 WB R10.72 Year 2030 NCP with 4Ds No Additional Bike Lanes Conditions PM Peak Hour AM Peak Hour PM Peak Hour Travel Lanes Auxiliary Lanes Existing (2009) Capacity* Year 2030 Capacity* Demand D/C LOS Demand D/C LOS Change Demand D/C LOS Impact? Change Demand D/C LOS Impact? e/o La Brea Ave UC 5 - 10,000 10,000 12,900 1.29 F(1) 14,000 1.40 F(2) 1,498 14,398 1.44 F(2) YES 883 14,883 1.49 F(2) YES e/o La Brea Ave UC 5 - 10,000 10,000 12,700 1.27 F(1) 11,800 1.18 F(0) 1,390 14,090 1.41 F(2) YES 486 12,286 1.23 F(1) YES Location *Final freeway segment capacity assumes travel lane capacity of 2,000 vehicles per hour per lane and auxiliary lane capacity of 1,250 vehicles per hour per lane. CMP Freeway Monitoring Stations and Levels of Service Existing (2009) Conditions AM Peak Hour CMP Station Freeway Route CMP Post Mile 1012 10 EB R10.71 1012 10 WB R10.72 Year 2030 NCP with 4Ds Full Additional Bike Lanes Conditions PM Peak Hour AM Peak Hour PM Peak Hour Travel Lanes Auxiliary Lanes Existing (2009) Capacity* Year 2030 Capacity* Demand D/C LOS Demand D/C LOS Change Demand D/C LOS Impact? Change Demand D/C LOS Impact? e/o La Brea Ave UC 5 - 10,000 10,000 12,900 1.29 F(1) 14,000 1.40 F(2) 1,433 14,333 1.43 F(2) YES 924 14,924 1.49 F(2) YES e/o La Brea Ave UC 5 - 10,000 10,000 12,700 1.27 F(1) 11,800 1.18 F(0) 1,331 14,031 1.40 F(2) YES 484 12,284 1.23 F(1) YES Location *Final freeway segment capacity assumes travel lane capacity of 2,000 vehicles per hour per lane and auxiliary lane capacity of 1,250 vehicles per hour per lane. CMP Freeway Monitoring Stations and Levels of Service Existing (2009) Conditions AM Peak Hour CMP Station Freeway Route CMP Post Mile 1012 10 EB R10.71 1012 10 WB R10.72 Year 2030 NCP with Alternative Additional Bike Lanes Conditions PM Peak Hour AM Peak Hour PM Peak Hour Travel Lanes Auxiliary Lanes Existing (2009) Capacity* Year 2030 Capacity* Demand D/C LOS Demand D/C LOS Change Demand D/C LOS Impact? Change Demand D/C LOS Impact? e/o La Brea Ave UC 5 - 10,000 10,000 12,900 1.29 F(1) 14,000 1.40 F(2) 1,504 14,404 1.44 F(2) YES 929 14,929 1.49 F(2) YES e/o La Brea Ave UC 5 - 10,000 10,000 12,700 1.27 F(1) 11,800 1.18 F(0) 1,398 14,098 1.41 F(2) YES 519 12,319 1.23 F(1) YES Location *Final freeway segment capacity assumes travel lane capacity of 2,000 vehicles per hour per lane and auxiliary lane capacity of 1,250 vehicles per hour per lane. APPENDIX H: STREET SYSTEM RECLASSIFICATIONS unfunded Legend Modified Major Highway Class I Modified Major Highway Class II Modified Secondary Highway Modified Collector Metro Rail Portal Refer to Appendix: Table 4.1 for a detailed inventory of modified streets and standards. Street Reclassification Legend Modified Major Highway Class I Modified Major Highway Class II Modified Secondary Highway Modified Collector TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) Modified Secondary Highway 90 foot ROW 60 foot roadbed maximum dimension OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS Commercial Corridors CPIO Subdistrict 48th St. Van Ness Ave. to Crenshaw Blvd. 80 foot ROW 60 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. 54th St. Van Ness Ave. to Crenshaw Blvd. 80-83 foot ROW 50-60 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 60 foot roadbed maximum dimension • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm while standardizing roadbed width. Adams Blvd. Sommerset to Fairfax 90 -100 foot ROW 60-70 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 60-70* foot • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Crenshaw Blvd. Florence Ave. to 79th St. 100 foot ROW 70 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class I 104 foot ROW 70 foot roadbed * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land Arlington Ave., to 11th Ave. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land Arlington Ave., to 11th Ave. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land Sommerset to Fairfax. ● Transit Priority Street ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) OBJECTIVE(S) ACHIEVED • To prioritize enhancement of the pedestrian realm. Pico Blvd. to rd 23 Street 90-100 foot ROW 56-80 foot roadbed Major Highway Class I 126 foot ROW 102 foot roadbed Modified Major Highway Class I 90-100 foot ROW 56-80* foot roadbed • To prioritize enhancement of the pedestrian realm at major intersection sites where two or more bus lines intersect (Major Bus Centers). Exposition Blvd. Arlington Ave to Westside Ave. 49-50 foot ROW 39-42 foot roadbed Collector 64 foot ROW 44 foot roadbed Modified Collector 49-50* foot ROW 39-42* foot roadbed Florence Ave. Van Ness Ave. to 10th Ave. 100 foot ROW 70 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 70 foot roadbed • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to transit centers. • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Jefferson Blvd. Arlington Ave. to Bronson 80-83 foot ROW 56 foot Secondary Highway 90 foot ROW 70 foot Modified Secondary Highway 90 foot ROW 56 foot roadbed * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To enhance pedestrian and bicycle connectivity to transit centers. NOTES/ CLARIFICATIONS ● Refer to Subsection 9.2.2 of the adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land only. ● Transit Priority Street ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. ● Refer to Subsection 9.2.2 of the adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and manufacturing zoned land only. ● Transit Priority Street ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of the adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and manufacturing zoned land only. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION Ave. EXISTING CONDITIONS CURRENT DESIGNATION roadbed CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) roadbed OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To incentivize conservation of desirable neighborhood character. granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be • To prioritize enhancement of the pedestrian realm. Cochran Ave. to Hauser Blvd. 80-82 foot ROW 66 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 66 foot roadbed • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. Victoria Ave. to Chesapeake Ave. 80-83 foot ROW 56 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 56 foot roadbed • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. La Brea Ave. Venice Blvd. to Ferndale St. 95-100 foot ROW 70-80 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 70-80* foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. La Cienega Ave. Venice Blvd. to Hargis St. 100 foot ROW 70 foot Major Highway Class II 104 foot ROW 80 foot Modified Major Highway 104 foot ROW 70 foot roadbed * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To enhance pedestrian and bicycle connectivity to transit centers. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION roadbed CURRENT STANDARD(S) PROPOSED DESIGNATION roadbed Class II PROPOSED STANDARD(S) OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To incentivize conservation of desirable neighborhood character. granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Transit Priority Street Segment ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Transit Priority Street ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. • To prioritize enhancement of the pedestrian realm. I-10 Freeway to Cullen St. 100 foot ROW 70-75 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 70-75* foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Martin Luther King Jr. Blvd. Hillcrest Dr. to Coliseum St 162-164 foot ROW 140-142 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 162-164* foot ROW 140-142* foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Van Ness Ave. to Sutro Ave. 95-126.5 foot ROW 75-102.5 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 95-126.5* foot ROW 75-102.5* foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Pico Blvd. Arlington Ave. to 80-86 foot ROW Secondary Highway 90 foot ROW Modified Secondary 90 foot ROW 56 foot * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To enhance connectivity to transit centers. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION Crenshaw Blvd. EXISTING CONDITIONS CURRENT DESIGNATION 56 foot roadbed CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) 70 foot roadbed Highway roadbed OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To incentivize conservation of desirable neighborhood character. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Pedestrian Priority Street Segment ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. • To prioritize enhancement of the pedestrian realm. Crenshaw Blvd. to West Blvd. 100 foot ROW 70 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 70 foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Robertson Blvd. 18th St. to th 24 St. 80-83 foot ROW 60-66 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 60-66* foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. th 24 St. to Kramerwood Pl. 80-83 foot ROW 60 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 60 foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Kramerwood Pl. to 80 foot ROW Secondary Highway 90 foot ROW Modified Secondary 90 foot ROW 63 foot * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To enhance connectivity to transit centers. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION National Ave. EXISTING CONDITIONS CURRENT DESIGNATION 63 foot roadbed CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) 70 foot roadbed Highway roadbed OBJECTIVE(S) ACHIEVED • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Rodeo Rd. Van Ness Ave. to 2nd Ave. 60 foot ROW 47 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 60 foot ROW 47 foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Slauson Ave. City limit west to Alviso Ave. 100 foot ROW 66-84 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 66-84* foot roadbed • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Edgemar Ave. west to City limit. 100 foot ROW 84 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 84 foot roadbed • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Hillcrest Dr. west to City limit. 76 foot ROW 56 foot Major Highway Class II 104 foot ROW 80 foot Modified Major Highway 104 foot ROW 56 foot roadbed * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To incentivize conservation of desirable neighborhood character. NOTES/ CLARIFICATIONS ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION roadbed CURRENT STANDARD(S) PROPOSED DESIGNATION roadbed Class II PROPOSED STANDARD(S) OBJECTIVE(S) ACHIEVED • To prioritize enhancement of the pedestrian realm. Van Ness Ave. to 8th Ave. 76 foot ROW 56 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 56 foot roadbed • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. Venice Blvd. Arlington Ave. to 7th Ave. 109.5-110 foot ROW 90 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 109.5-110* foot ROW 90 foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian bicycle realm. Bronson Ave. to Crenshaw Blvd. 95 foot ROW 71-75 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 95 foot ROW 75 foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Cadillac Ave. to 170 foot ROW Scenic Major 104 foot ROW Modified Scenic 170 foot ROW 108 foot * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To enhance connectivity to transit centers. NOTES/ CLARIFICATIONS granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION Hutchinson Ave. EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) 108 foot roadbed Highway Class II Divided 80 foot roadbed Major Highway Class II Divided roadbed OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To incentivize conservation of desirable neighborhood character. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. • To prioritize enhancement of the pedestrian realm. Crenshaw Blvd. to Victoria Ave. 100-105.5 foot ROW 65-88 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 65-88* foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Longwood Ave. to Guthrie Ave. 110-210 foot ROW 113-149 foot roadbed Scenic Major Highway Class II Divided 104 foot ROW 80 foot roadbed Modified Scenic Major Highway Class II Divided 110-210* foot ROW 113-149* foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. Vernon Ave. Washington Blvd. Van Ness Ave. to 11th Ave. Arlington Ave. to 70 foot ROW 51 foot roadbed 100 foot ROW Secondary Highway Major Highway 90 foot ROW 70 foot roadbed 104 foot ROW Modified Secondary Highway 90 foot ROW 51 foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. Modified Major 104 foot ROW 69.5-72* foot * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To prioritize enhancement of the pedestrian realm. • To enhance connectivity to transit centers. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION Crenshaw Blvd. EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) 69.5-72 foot roadbed Class II 80 foot roadbed Highway Class II roadbed OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To incentivize conservation of desirable neighborhood character. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Pedestrian Priority Street Segment ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Pedestrian Priority Street Segment. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. ● Pedestrian Priority Street Segment ● Waive dedication where façade preservation • To prioritize enhancement of the pedestrian realm. La Brea to Fairfax Ave. 100-108 foot ROW 72-88 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 72-88* foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. West Blvd. to La Brea 100 foot ROW 72 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 72 foot roadbed • To enhance connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. West Blvd. 62nd St. to 67th St. Intersection w/ 71st St. 77-80 foot ROW 56 foot roadbed 77 foot ROW Collector Collector 64 foot ROW 44 foot roadbed 64 foot ROW Modified Collector Modified Collector 77-80* foot ROW 56 foot roadbed (with transitional extensions from intersecting corridor) • To enhance connectivity to transit centers. 77 foot ROW 56 foot • To enhance connectivity to transit centers. * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION 56 foot roadbed CURRENT STANDARD(S) PROPOSED DESIGNATION 44 foot roadbed PROPOSED STANDARD(S) roadbed (with transitional extensions from intersecting corridor) OBJECTIVE(S) ACHIEVED • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. NOTES/ CLARIFICATIONS is performed. ● Refer to Subsection 9.2.2 of adopted Commercial Corridors CPIO Subdistrict for further detail of modified standards for commercial and industrial zoned land. Expo Line Transit Oriented Development (TOD) CPIO Subdistricts Coliseum St. Stevely Ave. to Sycamore Ave. 80-84 foot ROW 56-60 foot roadbed 49-50 foot ROW 39-42 foot roadbed Collector Exposition Blvd. Chesapeake Ave. to Orange Dr. Jefferson Blvd. 64 foot ROW 44 foot roadbed 64 foot ROW 44 foot roadbed Modified Collector Carmona Ave. to National Blvd. 82-101 foot ROW 66 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 66 foot roadbed Chesapeake Ave. to Cochran Ave. 80 foot ROW 66 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 66 foot roadbed Collector Modified Collector 80-84 foot ROW 56-60* foot roadbed 49-50* foot ROW 39 foot roadbed (with transitional extensions from intersecting corridor) * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To prioritize enhancement of the pedestrian realm. ● Refer to Subsection 8.2.2 of the La Brea/ Farmdale CPIO Subdistrict for further detail of modified standards for commercial zoned land. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. ● Pedestrian Priority Street Segment ● Waive dedication where façade preservation is performed. ● Allow approximately 200 foot closure or vacation east from current terminus at La Brea Avenue. ● Refer to Sections 8 and 9 of the adopted La Brea/ Farmdale TOD CPIO Subdistrict for further detail of modified standards. ● Pedestrian Priority Street Segment ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Section 8 of the adopted Jefferson/ La Cienega TOD CPIO Subdistrict for further detail of modified standards. ● Pedestrian Priority Street Segment ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus drop- TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) National Blvd. to Rodeo Rd 65.5-70 foot ROW 60 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 60 foot roadbed La Brea Ave. Roseland St. to Coliseum St. 90-100 foot ROW 70-77 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 70-77* foot roadbed La Cienega Blvd. Fairfax Ave. to Rodeo Rd. 100 foot ROW 78-80 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 78-80* foot roadbed National Blvd. Venice Blvd. to Regent St. 80 foot ROW 66 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 66 foot roadbed * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. • To prioritize enhancement of the pedestrian realm. off area. ● Refer to Sections 8 and 9 of the adopted La Brea/ Farmdale TOD CPIO Subdistrict for further detail of modified standards. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. • To incentivize conservation of desirable neighborhood character ● Pedestrian Priority Street Segment ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Sections 8 and 9 of the adopted Venice/ National TOD CPIO Subdistrict for ● Pedestrian Priority Street Segment ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Section 8 of the adopted Jefferson/ La Cienega TOD CPIO Subdistrict for further detail of modified standards. ● Waive dedication where façade preservation is performed.● Intersection roadbed widening shall only be granted to accommodate “far side” bus drop-off area. ● Refer to Sections 8 and 9 of the adopted La Brea/ Farmdale TOD CPIO Subdistrict for further detail of modified standards. ● Transit Priority Street Segment ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Section 8 of the adopted Jefferson/ La Cienega TOD CPIO Subdistrict for further detail of modified standards. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION Redondo Blvd. Jefferson Blvd. to Adams Blvd. Rodeo Rd. Genesee Ave. to Jefferson Blvd. Venice Blvd. EXISTING CONDITIONS CURRENT DESIGNATION 70 foot ROW 50 foot roadbed 100 foot ROW 74 -78 foot roadbed Secondary Highway Martin Luther King Jr. Blvd. to Sycamore Ave. 100 foot ROW 74 foot roadbed Victoria Ave. to Martin Luther King Jr. Blvd. Hutchinson Ave. to National Blvd CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) 90 foot ROW 70 foot roadbed 104 foot ROW 80 foot roadbed Modified Secondary Highway 70 foot ROW 50 foot roadbed Modified Major Highway Class II 104 foot ROW 74 -78* foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 74 foot roadbed 80-122 foot ROW 56-98 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 80-122* foot ROW 56-98* foot roadbed 160 foot ROW 108 foot roadbed Scenic Major Highway Class II Divided 104 foot ROW 80 foot roadbed Modified Major Highway Class II 160 foot ROW 108 foot roadbed Major Highway Class II * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To prioritize enhancement of the pedestrian realm. • Bicycle emphasis further detail of modified standards. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to transit centers. ● Pedestrian Priority Street Segment ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Section 8 of the adopted Jefferson/ La Cienega TOD CPIO Subdistrict for further detail of modified standards. ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Sections 8 and 9 of the adopted La Brea/ Farmdale TOD CPIO Subdistrict for further detail of modified standards commercial and industrial zoned land only. • To enhance pedestrian and bicycle connectivity to Expo LRT station, major bus centers and parking facilities. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. ● Transit Priority Street Segment ● Waive dedication where façade preservation is performed. ● Intersection roadbed widening shall only be granted to accommodate “far side” bus dropoff area. ● Refer to Sections 8 and 9 of the adopted Venice/ National TOD CPIO Subdistrict for further detail of modified standards. ● Residential / Public Facility Segment TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To conceptually delineate preferred streetscape enhancements. • To prioritize enhancement of the pedestrian realm. • To incentivize conservation of desirable neighborhood character • To conceptually delineate preferred streetscape enhancements. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To conceptually delineate preferred streetscape enhancements. • To prioritize enhancement of the pedestrian realm. • To incentivize conservation of desirable neighborhood character • To conceptually delineate preferred streetscape enhancements. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To conceptually delineate preferred streetscape ● Waive dedication where façade preservation is performed. ● Refer to Hyde Park Industrial Corridor CPIO Subdistrict (Subsections 8.2.2, 9.1 and 9.2 for further detail of modified standards for commercial and industrial zoned land. Hyde Park Industrial Corridor CPIO Subdistrict 4th Ave. Hyde Park Blvd. to Southwest Dr. 60 foot ROW 40 foot roadbed Collector 64 foot ROW 44 foot roadbed Modified Collector 60 foot ROW 40 foot roadbed 67th St. 8th Ave. to West Blvd. 60-62 foot ROW 40 foot roadbed Collector 64 foot ROW 44 foot roadbed Modified Collector 60 foot ROW 40 foot roadbed 8th Ave. Hyde Park Blvd. to 67th St. 60 foot ROW 40 foot roadbed Collector 64 foot ROW 44 foot roadbed Modified Collector 60 foot ROW 40 foot roadbed Hyde Park Blvd. Van Ness Ave. to West Blvd. 60 foot ROW 35 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 64 foot ROW 35 foot roadbed Southwest Drive Van Ness Ave. to 8th 55-57.5 foot ROW Collector 64 foot ROW Modified Collector 64 foot ROW 30 foot * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. ● Waive dedication where façade preservation is performed. ● Refer to Hyde Park Industrial Corridor CPIO Subdistrict (Subsections 8.2.2, 9.1 and 9.2 for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Refer to Hyde Park Industrial Corridor CPIO Subdistrict (Subsections 8.2.2, 9.1 and 9.2 for further detail of modified standards for commercial and industrial zoned land. ● Waive dedication where façade preservation is performed. ● Refer to Hyde Park Industrial Corridor CPIO Subdistrict (Subsections 8.2.2, 9.1 and 9.2 for further detail of modified standards for commercial and industrial zoned land - Van th Ness to 8 Ave. ● Waive dedication where façade preservation is performed. TABLE 4.1. Street Reclassifications STREET NAME Van Ness Ave SPECIFIC LOCATION EXISTING CONDITIONS Ave. 30 foot roadbed Hyde Park Blvd. to Southwest Dr. 60 foot ROW 35 foot roadbed CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION 44 foot roadbed Secondary Highway PROPOSED STANDARD(S) roadbed 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 70 foot roadbed OBJECTIVE(S) ACHIEVED enhancements. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To conceptually delineate preferred streetscape enhancements. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. NOTES/ CLARIFICATIONS ● Refer to Hyde Park Industrial Corridor CPIO Subdistrict (Subsections 8.2.2, 9.1 and 9.2 for further detail of modified standards for commercial and industrial zoned land. ● Refer to Hyde Park Industrial Corridor CPIO Subdistrict (Subsections 8.2.2, 9.1 and 9.2 for further detail of modified standards for commercial and industrial zoned land. Crenshaw Corridor Specific Plan th Adams Blvd. 13 to Sommerset 95 -100 foot ROW 60-70 foot roadbed Scenic Major Highway Class II 104 foot ROW 80 foot roadbed Modified Scenic Major Highway Class II 104 foot ROW 60-70* foot roadbed Coliseum St. Norton Ave. to Victoria Ave. 60-62 foot ROW 40 foot roadbed Collector 64 foot ROW 44 foot roadbed Modified Collector 64 foot ROW 40 foot Roadbed Crenshaw Blvd. 48th St. to Slauson 180-215 foot ROW 150-192 foot roadbed Scenic Major Highway Class I 126 foot ROW 102 foot roadbed Modified Scenic Major Highway Class I 180-215* foot ROW 150-192* foot roadbed 60th St. to 100 foot Major 104 foot Modified 104 foot ROW * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to Crenshaw/ Expo LRT Station and Rapid Bus centers. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Pedestrian Priority Street Segment ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards for Crenshaw/ Expo LRT Station and Rapid Bus centers. ● Transit Priority Street ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Transit Priority Street TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) Florence Ave. ROW 70-80 foot roadbed Highway Class II ROW 80 foot roadbed Major Highway Class II 70-80* foot roadbed Adams Blvd. To Vernon Ave. 100-215 foot ROW 70-192 foot roadbed Scenic Major Highway Class I 126 foot ROW 102 foot roadbed Modified Scenic Major Highway Class I 100-215 foot ROW 70-192 * foot roadbed Slauson to 60th St. 180-215 foot ROW 150-192 foot roadbed Major Highway Class I 126 foot ROW 102 foot roadbed Modified Major Highway Class I 180-215* foot ROW 150-192* foot roadbed Vernon Ave. to 48th St. 180 foot ROW 150 foot roadbed Scenic Major Highway Class I 126 foot ROW 102 foot roadbed Modified Scenic Major Highway Class I 180 foot ROW 150 foot roadbed Exposition Blvd. Westside Ave. to Victoria Ave. 49-50 foot ROW 39-42 foot roadbed Collector 64 foot ROW 44 foot roadbed Modified Collector Florence Ave. 10th Ave. to Crenshaw Blvd. 100 foot ROW 70 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 49-50* foot ROW 39-42* foot roadbed (with transitional extensions from intersecting corridor) 104 foot ROW 70 foot roadbed * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. ● Transit Priority Street ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Transit Priority Street ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Transit Priority Street ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Transit Priority Street ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Pedestrian Priority Street Segment ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) Jefferson Blvd. Bronson Ave. to Victoria Ave. 80-83 foot ROW 56 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 90 foot ROW 56 foot roadbed Martin Luther King Jr. Blvd. Buckingham Rd. to Hillcrest Dr. 162-164 foot ROW 140-142 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 162-164* foot ROW 140-142* foot roadbed Marlton Ave. to Buckingham Rd. 145-236 foot ROW 97-212 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 145-236* foot ROW 97-212* foot roadbed McClung Dr. to Marlton Ave. 100-145 foot ROW 72-97 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 110-145* foot ROW 72-97* foot roadbed Rodeo Rd. Degnan Blvd to Victoria Ave. 80 foot ROW 56 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway Slauson Ave. Crenshaw Blvd to Hillcrest Dr. 76 foot ROW 56 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 90 foot ROW 56 foot roadbed (with transitional extensions from intersecting corridor) 76 foot ROW 56 foot roadbed * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. ● Pedestrian Priority Street Segment ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. ● Pedestrian Priority Street Segment ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Transit Priority Street ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. ● Pedestrian Priority Street Segment ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) Vernon Ave. 11th Ave. to City limit 85-100 foot ROW 56-62.5 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 85-100* foot ROW 56-62.5* foot roadbed West Blvd. Slauson to 60th St. 80 foot ROW 56 foot roadbed Collector 64 foot ROW 44 foot roadbed Modified Collector 80 foot ROW 56 foot roadbed (with transitional extensions from intersecting corridor) OBJECTIVE(S) ACHIEVED NOTES/ CLARIFICATIONS • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX LRT stations, major bus centers and parking facilities. ● Pedestrian Priority Street Segment ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian, bicycle and vehicular connectivity to Crenshaw/ LAX and Expo LRT stations, major bus centers and parking facilities. • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character ● Residential Segment ● Pedestrian Priority Street Segment ● Refer to Subsection 15.A.of the Crenshaw Corridor Specific Plan for further detail of modified standards adjacent to LRT Stations and Major Bus Centers. Residential Segments Adams Blvd. Arlington th Ave. to 13 90 -100 foot ROW 60-70 foot roadbed Scenic Major Highway Class II 104 foot ROW 80 foot roadbed Modified Scenic Major Highway Class II 90-100* foot ROW 60-70* foot roadbed Exposition Blvd. Victoria Ave. to Chesapeake Ave. 49-50 foot ROW 39-42 foot roadbed Collector 64 foot ROW 44 foot roadbed Modified Collector 49-50* foot ROW 39-42* foot roadbed Martin Luther King Jr. Blvd. Sutro Ave. to McClung Blvd. 100-110 foot ROW 72 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 100-110* foot ROW 72 foot roadbed * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. ● Residential Segment ● Transit Priority Street ● Residential Segment TABLE 4.1. Street Reclassifications STREET NAME Rodeo Rd. Slauson Ave. Venice Blvd. SPECIFIC LOCATION EXISTING CONDITIONS CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) Coliseum St. to Rodeo Rd. 162 foot ROW 140 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 162 foot ROW 140 foot roadbed Sycamore Ave. to Genesee Ave. 100 foot ROW 74 -80 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 104 foot ROW 74 -80* foot roadbed Victoria Ave. to Martin Luther King Jr. Blvd. 8th Ave. to th 11 Ave. 80-122 foot ROW 56-98 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 80-122* foot ROW 56-98* foot roadbed 76 foot ROW 56 foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 76 foot ROW 56 foot roadbed 7 Ave. to Bronson Ave. 109.5-95 foot ROW 90-71 foot roadbed Secondary Highway 90 foot ROW 70 foot roadbed Modified Secondary Highway 109.5-95* foot ROW 90-71* foot roadbed Victoria Ave. to 97.5-119.5 foot ROW Secondary Highway 90 foot ROW Modified Secondary 97.5-119.5* foot ROW th * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. OBJECTIVE(S) ACHIEVED • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To enhance pedestrian and bicycle connectivity to transit centers. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian and bicycle realm. • To incentivize conservation of desirable NOTES/ CLARIFICATIONS ● Residential Segment ● Residential Segment ● Residential / Public Facility Segment ● Pedestrian Priority Street Segment ● Residential Segment ● Residential Segment ● Residential Segment TABLE 4.1. Street Reclassifications STREET NAME SPECIFIC LOCATION EXISTING CONDITIONS West Blvd. 80-104 foot roadbed West Blvd. to Longwood Ave. 119-135.5 foot ROW 104-113 foot roadbed Washington Blvd. Crenshaw Blvd. to West Blvd West Blvd. 60 to 62rd St. 100 foot ROW 69.5-72 foot roadbed 77-80 foot ROW 56 foot roadbed th CURRENT DESIGNATION CURRENT STANDARD(S) PROPOSED DESIGNATION PROPOSED STANDARD(S) 70 foot roadbed Highway 80-104* foot roadbed Scenic Major Highway Class II 104 foot ROW 80 foot roadbed Modified Scenic Major Highway Class II 119-135.5* foot ROW 104-113* foot roadbed Major Highway Class II 104 foot ROW 80 foot roadbed Modified Major Highway Class II 100 foot ROW 69.5-72* foot roadbed Collector 64 foot ROW 44 foot roadbed Modified Collector 77-80*foot ROW 56 foot roadbed * Maximum dimension varies. See approved LADOT striping plan for exact location of dimension. OBJECTIVE(S) ACHIEVED neighborhood character. • To prioritize enhancement of the pedestrian and bicycle realm. • To incentivize conservation of desirable neighborhood character. • To prioritize enhancement of the pedestrian bicycle realm. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. • To incentivize conservation of desirable neighborhood character • To prioritize enhancement of the pedestrian realm. NOTES/ CLARIFICATIONS ● Residential Segment ● Residential Segment ● Residential Segment
