NOISE AND VIBRATION TECHNICAL
REPORT
SANTA CLARA VALLEY TRANSPORTATION
AUTHORITY
EL CAMINO REAL BUS RAPID TRANSIT
PROJECT
PREPARED FOR:
Santa Clara Valley Transportation Authority
3331 North First Street
San José, CA 95134
Contact: Christina Jaworski, Senior Environmental Planner
408.321.5751
PREPARED BY:
ICF International
75 E. Santa Clara Street
Suite 300
San José, CA 95113
Contact: Jason Volk
206.801.2865
August 2014
ICF International. 2014. El Camino Real Bus Rapid Transit Project, Noise and
Vibration Technical Report. August. (ICF 00710.12.) San José, CA. Prepared
for the Santa Clara Valley Transportation Authority, San José, CA.
Summary
The Santa Clara Valley Transportation Authority (VTA) is proposing to provide bus rapid
transit (BRT) improvements along 17.6 miles of West Santa Clara Street, The Alameda, and,
primarily, El Camino Real from San José to Palo Alto. This technical noise and vibration
report considered four El Camino Real Bus Rapid Transit Project (Project) Alternatives and
design options. The Project would include mixed-flow lanes (lanes for all vehicular travel)
and could include BRT-dedicated lanes (lanes for exclusive use of BRT and emergency
vehicles).
This report provides an analysis of the potential for noise and vibration impacts due to
construction and operation of the Project. Where impacts were identified, feasible noise
mitigation measures were considered. This report has been prepared in accordance with
guidance from the Federal Transit Administration (FTA) and methodologies described in the
Transit Noise and Vibration Impact Assessment (Federal Transit Administration 2006).
The area adjacent to Project corridor is highly developed and consists of residences, mixeduse areas, lodging facilities, schools, recreational areas, athletic fields, parks, places of
worship, hospitals, and commercial land uses. Noise monitoring was conducted at sensitive
adjacent land uses with direct line of sight to the Project corridor. Long-term (24-hour)
monitoring was conducted at 10 locations, and short-term monitoring was conducted at 58
locations distributed along the Project corridor. Long-term noise levels were in the range of
63 to 72 A-weighted decibels (dBA) day/night noise level (Ldn). Short-term daytime noise
levels were in the range of 54 to 70 dBA hourly equivalent noise level (Leq[h]).
Construction of Project features would temporarily result in increased noise levels at adjacent
sensitive land uses on an intermittent basis. Although construction of the Project would occur
over a scheduled time frame of up to 2 years, construction at a given location would be short
term. Construction would occur primarily during daytime hours, and evening and nighttime
work could occur on an occasional basis. Noise from construction activities is predicted to
exceed the FTA daytime construction noise criterion of 80 dBA Leq (8-hour criterion) at
nearby residences, lodging facilities, schools, and outdoor parks located within 120 feet of
construction areas. The FTA nighttime noise criterion of 70 dBA Leq (8-hour criterion) would
be exceeded at a distance of up to 375 feet from construction areas. Construction may also
result in groundborne vibration levels that would be perceptible to sensitive receptors
occupying buildings located directly adjacent to the Project corridor and in proximity to
construction sites. The “Hester Public Market” located on The Alameda in San José was
identified as a historic structure adjacent to the project that could potentially be impacted by
groundborne vibration during construction of BRT stations. Any potential impact due to
vibration would be intermittent and short term.
Operational noise from increased BRT service would result in a Project-related increase of
one decibel or less at sensitive receptor locations. No impacts are projected to result from
El Camino Real Bus Rapid Transit Project
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August 2014
ICF 00710.12
Project-related noise relative to the FTA noise impact criteria. The BRT service fleet would
consist of rubber-tired vehicles. There are no Project features or highly sensitive uses along
the Project corridor that suggest that BRT service would be a significant source of
groundborne vibration. Therefore, operation of the Project would not result in vibration
impacts.
Noise- and vibration-reducing construction practices are available as mitigation measures to
reduce noise and vibration impacts on sensitive land uses.
El Camino Real Bus Rapid Transit Project
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ICF 00710.12
Contents
Page
Summary ........................................................................................................................................................ i
List of Abbreviated Terms ........................................................................................................................... vi
Chapter 1 Introduction............................................................................................................................ 1-1
1.1
Purpose of the Noise and Vibration Technical Report .................................................... 1-1
1.2
Project Description .......................................................................................................... 1-1
1.2.1 Project Location and Environmental Setting Overview ...................................................... 1-1
1.2.2 Project Purpose and Need ................................................................................................ 1-2
1.2.3 Alternatives Considered ................................................................................................... 1-2
1.2.4 Construction ..................................................................................................................... 1-6
1.2.5 Construction Schedule ..................................................................................................... 1-7
Chapter 2 Regulatory Setting ................................................................................................................. 2-1
2.1
Noise Impact Criteria ....................................................................................................... 2-1
2.1.1 Federal Regulations ......................................................................................................... 2-1
2.1.2 State Regulations ............................................................................................................. 2-4
2.1.3 Local Regulations ............................................................................................................ 2-5
2.2
Operational Vibration ...................................................................................................... 2-8
2.2.1 Federal Regulations ......................................................................................................... 2-8
2.2.2 State Regulations ............................................................................................................. 2-9
2.2.3 Local Regulations ............................................................................................................ 2-9
Chapter 3 Environmental Setting ........................................................................................................... 3-1
3.1
Fundamental Concepts of Environmental Noise ............................................................. 3-1
3.1.1 Sound, Noise, and Acoustics ........................................................................................... 3-1
3.1.2 Frequency......................................................................................................................... 3-1
3.1.3 Sound Pressure Levels and Decibels ............................................................................... 3-1
3.1.4 Addition of Decibels ........................................................................................................ 3-1
3.1.5 A-Weighted Decibels ....................................................................................................... 3-2
3.1.6 Human Response to Changes in Noise Levels................................................................. 3-2
3.1.7 Noise Descriptors ............................................................................................................. 3-3
3.1.8 Sound Propagation ........................................................................................................... 3-4
3.2
Fundamental Concepts of Groundborne Vibration .......................................................... 3-5
3.3
Existing Noise Environment ............................................................................................ 3-7
3.3.1 Land Uses ........................................................................................................................ 3-8
3.3.2 Noise Monitoring Survey............................................................................................... 3-10
El Camino Real Bus Rapid Transit Project
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August 2014
ICF 00710.12
Chapter 4 Potential Impacts and Recommended Mitigation ............................................................... 4-1
4.1
Methodology .................................................................................................................... 4-1
4.1.1 Methods for Identifying Land Uses and Selecting Noise Measurement and
Modeling Receiver Locations .......................................................................................... 4-1
4.1.2 Operational Noise ............................................................................................................ 4-1
4.1.3 Operational Vibration ...................................................................................................... 4-1
4.1.4 Construction Noise .......................................................................................................... 4-2
4.1.5 Construction Vibration .................................................................................................... 4-3
4.2
Impact Criteria ................................................................................................................. 4-4
4.2.1 Construction Noise .......................................................................................................... 4-4
4.2.2 Construction Vibration .................................................................................................... 4-4
4.2.3 Operations Noise.............................................................................................................. 4-5
4.3
Potential Impacts and Mitigation ..................................................................................... 4-5
4.3.1 Construction Noise .......................................................................................................... 4-5
4.3.2 Construction Vibration .................................................................................................. 4-11
4.3.3 Operational Noise .......................................................................................................... 4-12
4.4
Mitigation Measures ...................................................................................................... 4-13
4.5
Cumulative Impacts ....................................................................................................... 4-19
Chapter 5 List of Preparers .................................................................................................................... 5-1
Chapter 6 References ............................................................................................................................... 6-1
6.1
Printed References ........................................................................................................... 6-1
Appendices
Appendix A
Long-Term Monitoring Data
Appendix B
Short-Term Data Sheets
Appendix C
Construction Noise Calculations
Appendix D
Traffic Noise Analysis
El Camino Real Bus Rapid Transit Project
TOC-iv
August 2014
ICF 00710.12
Tables and Figures
Tables
Page
1-1
El Camino Real BRT Project Alternatives ...................................................................... 1-3
1-2
Station Locations ............................................................................................................. 1-4
2-1
FTA Construction Noise Impact Guidelines.................................................................... 2-4
2-2
Groundborne Vibration Impact Criteria for General Assessment.................................... 2-8
3-1
Typical A-Weighted Noise Levels................................................................................... 3-3
3-2
Human Response to Continuous Vibration from Traffic ................................................. 3-6
3-3
Maximum Vibration Levels for Preventing Damage ....................................................... 3-6
3-4
Human Response to Groundborne Noise ......................................................................... 3-7
3-5
Land Uses Adjacent to the El Camino Real Project Corridor........................................ 3-11
3-6
Summary of Short-Term Sound Measurements............................................................. 3-17
4-1
Construction Equipment Noise Emission Levels............................................................. 4-3
4-2
Typical Construction Equipment Vibration Levels ......................................................... 4-4
4-3
Construction Equipment Noise Levels by Distance during the Paving Phase ................. 4-6
4-4
Construction Equipment Vibration Levels by Distance ................................................ 4-11
4-5
Operations Results, Mixed-Flow Scenario .................................................................... 4-15
4-6
Operations Results, Dedicated Lane Scenario ............................................................... 4-17
Figures
Follows Page
1-1
Regional Location ............................................................................................................ 1-2
1-2
Project Corridor ............................................................................................................... 1-2
1-3
Alternatives ...................................................................................................................... 1-2
2-1
FTA Noise Impact Criteria ............................................................................... On Page 2-3
3-1
Noise Monitoring Sites .................................................................................................. 3-14
4-1
Chart of Operations, Results Relative to FTA Noise Level Increase Criteria ............... 4-14
4-2
Chart of Operations, Results Relative to FTA Project Noise
Exposure Impact Criteria ............................................................................................... 4-14 El Camino Real Bus Rapid Transit Project
TOC-v
August 2014
ICF 00710.12
List of Abbreviated Terms
BRT
bus rapid transit
CNEL
Community Noise Equivalent Level
Caltran
CEQA
CRHP
dB
EA
EIR
EPA
FHWA
GBI
Hz
I-880
kHz
Ldn
Leq
Lmax
Local 22
Lxx
mPa
mph
NEPA
NRHP
PPV
Project
RMS
SCAR
SPL
SR
TMP
TSP
VdB
VTA
California Department of Transportation
California Environmental Quality Act
California Register of Historic Places
decibels
environmental assessment
environmental impact report
U.S. Environmental Protection Agency
Federal Highway Administration
Grand Boulevard Initiative
Hertz
Interstate 880
kilohertz
Day/Night Level
Equivalent Sound Level
Maximum Sound Level
Local 22 bus route
Percentile-Exceeded Sound Level
micropascals
miles per hour
National Environmental Policy Act
National Register of Historic Places
peak particle velocity
El Camino Real Bus Rapid Transit Project
root-mean-square
Santa Clara-Alum Rock
sound pressure level
State Route
transportation management plan
transit signal priority
vibration decibels
Santa Clara Valley Transportation Authority
El Camino Real Bus Rapid Transit Project
TOC-vi
August 2014
ICF 00710.12
Chapter 1
Introduction
1.1
Purpose of the Noise and Vibration Technical
Report
The purpose of this technical report is to evaluate noise and vibration impacts associated with
the El Camino Real Bus Rapid Transit Project (Project). This evaluation is based in part on the
Federal Transit Administration (FTA) abatement procedures outlined in the Transit Noise and
Vibration Impact Assessment (FTA Manual), which provides guidance for preparing
construction and operational noise and vibration studies and evaluating noise abatement
procedures considered for federal-aid transit projects. According to FTA, all transit projects
developed in conformance with the regulations outlined in the manual are deemed to be in
conformance with FTA noise standards.
Noise impacts associated with this Project under the National Environmental Policy Act (NEPA)
and the California Environmental Quality Act (CEQA) will be evaluated in the Project’s
environmental assessment (EA) and environmental impact report (EIR), respectively.
1.2
Project Description
The Santa Clara Valley Transportation Authority (VTA) is proposing to provide bus rapid transit
(BRT) improvements along 17.6 miles of West Santa Clara Street, The Alameda, and, primarily,
El Camino Real. BRT is defined as a high-quality, high-speed form of bus transit that provides
services and amenities similar to light rail but at a much lower cost. The Project would support the
development of a balanced multi-modal corridor, consistent with local and regional planning. The
Project would include mixed-flow lanes (lanes for all vehicular travel) and could include
dedicated lanes (lanes for exclusive use of BRT and emergency vehicles). The Project would
include upgraded BRT stations to accommodate buses that would allow boarding level with the
curb, pedestrian and bicycle enhancements, augmented landscaping, street lighting, and
intersection improvements. The Project would also enhance the existing traffic signal system,
giving buses priority at signals over general vehicular traffic.
1.2.1
Project Location and Environmental Setting Overview
The Project corridor extends 17.6 miles from east to west, and passes through the cities of San
José, Santa Clara, Sunnyvale, Mountain View, Los Altos, and Palo Alto. For the purposes of this
document, references to the Project corridor consist of West Santa Clara Street, The Alameda, and
El Camino Real from San José to Palo Alto (refer to Figure 1-1). The eastern terminus is located at
the Arena near downtown San José, and the western terminus is located at the Palo Alto Transit
Center, in downtown Palo Alto (refer to Figure 1-2). The Project would be primarily located along
El Camino Real Bus Rapid Transit Project
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August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Chapter 1. Introduction
El Camino Real, a state-owned route (State Route [SR] 82) under the jurisdiction of the California
Department of Transportation (Caltrans), in Santa Clara County. In San José, the Project corridor
is located on West Santa Clara Street and The Alameda; these streets are under the jurisdiction of
the City of San José. The Project corridor is a four-lane east/west facility in San José and a sixlane facility between Santa Clara and Palo Alto.
1.2.2
Project Purpose and Need
The purpose of the El Camino Real BRT Project is to:

Provide a competitive transit alternative to the automobile in the Project corridor.

Increase the reliability, frequency, and travel speed of transit along the Project corridor.

Improve transit amenities and facilities to provide greater comfort and safety.

Enhance the multi-modal character of El Camino Real, with street improvements for
pedestrians and bicyclists.

Contribute to the implementation of the transit goals and objectives of the Grand Boulevard
Initiative (for El Camino Real).

Contribute to city general and specific plans that call for a greater role for transit to
complement their growth strategies.

Improve efficiency and cost-effectiveness of transit services in the Project corridor.
The El Camino Real BRT Project is needed to address substantial population and employment
growth over the next 20 years, which will place a heavy demand on existing transportation
infrastructure. Within this timeframe, traffic volumes are anticipated to increase, and a greater
number of intersections along the Project corridor will experience a poor level of service.
To encourage a modal shift from automobile travel to transit on the Project corridor, it will be
necessary to provide better transit alternatives to ensure the continuation of effective and efficient
transit service. This modal shift will be consistent with regional and local transportation planning
described in the 2009 BRT Strategic Plan, Grand Boulevard Initiative (GBI) Transportation
Corridor Plan, and Plan Bay Area, as well as approved plans for the jurisdictions in the Project
corridor.
1.2.3
Alternatives Considered
Four Project Alternatives are being analyzed, specifically, the No Build Alternative (Alternative
1) and three Build Alternatives (Alternatives 2, 3, and 4) (refer to Figure 1-3). Alternatives 3
and 4 also include design options. Table 1-1 shows the Alternative names and provides a brief
description of each alternative.
Each of the Build Alternatives in San José includes mixed-flow lanes and curbside bulbout
stations in San José. Both the short and long dedicated lane alternatives (Alternatives 3 and 4,
respectively) include a combination of mixed-flow and dedicated lanes elsewhere along the
El Camino Real Bus Rapid Transit Project
1-2
August 2014
ICF 00710.12
MARIN
Berkeley
24
Walnut Creek
80
San Francisco
Legend
Project Corridor
Oakland
SAN
FRANCISCO
COUNTY
0
Alameda
2
4
6
Miles
Daly City
101
280
San Leandro
1
680
CONTRA
CO S TA
COUNTY
580
Hayward
92
ALAMEDA
COUNTY
San Mateo
82
Fremont
84
Redwood City
35
SAN
M AT E O
COUNTY
Palo Alto
101
Los Altos
880
680
Mountain View
Sunnyvale
1
Sacramento
Project Location
San Francisco
Santa Clara
S A N TA
CLARA
COUNTY
Monterey
280
101
San Jose
Graphics … 00710.12 (6-19-2013)
82
Los Angeles
S A N TA
CRUZ
COUNTY
CALIFORNIA
85
35
17
Base map: Cartesia 2004.
Figure 3-1
Project Location
El Camino Real Bus Rapid Transit Project
ba
ro R
d
101
680
Milpitas
237
Palo Alto
O re
gon
E xp
wy
Em
de
rc a
A n to ni o Rd
a St
al
Sunnyvale
St
mi n
o Re
W Evely
n Ave
al
87
lE
hi l
e
rs Av
ot
Los Altos
Santa Clara
101
St
El C a
85
S Mar y Ave
reline
S Sho
Expy
Lafayette
Ar a s t
Centra
l
237
Bowe
Fo
280
E Middlefield Rd
Blvd
r ad er
o Rd
Mountain View
C as t r o
o Re
880
S an
Rd
Mill
mi n
Pag
e
El C a
Alm
d
Stierlin R
Stanford
University
82
y
xp
San Jose
82
e da
The Ala
as Expy
Tom
Ave
San
d
Kiely Blv
ce Expy
Rd
vale Rd
S Wolfe
a Sunny
Lawren
Saratog
ck Ave
d
stead R
E Ho m e
The Alam
m e da
toga
o Real
280
S ar a
El Camin
Hollenbe
Grant Rd
te Ave
r Rd
Miramon
S Springe
Los Altos Hills
W S an C
C
Stevens
arlos St
d
reek Blv
280
Cupertino
87
880
Graphics … 00710.12 (6-21-2013)
Legend
Project Corridor
AC Transit Corridor
Dumbarton Express Corridor
Caltrain Corridor
Capitol85Corridor
Light Rail: Mountain View – Winchester
Light Rail: Alum Rock – Santa Teresa
ga
Sarato
0
bell 1
Camp
2
3
Miles
Map sources: Roads: U.S. Census Bureau Tiger Line data, 2011.
Citiy limits: Parsons 2013. Transit routes: VTA Bus & Rail Map, January 2013.
Figure 3-2
Project Corridor
El Camino Real Bus Rapid Transit Project
Alternative 1: No Build
• No bicycle/pedestrian improvements
• No BRT stations
• Santa Clara-Alum Rock BRT buses will use
the existing Rapid 522 bus stations at
10-minute headways
101
Palo Alto
82
101
Mountain View
237
Sunnyvale
87
880
Santa Clara
San Jose
Stanford
University
85
280
Los Altos
280
Alternative 2: Mixed Flow
• Curbside bulbout stations (up to 16)
• Bicycle/pedestrian/streetscape
improvements
101
Palo Alto
82
101
Mountain View
237
Sunnyvale
87
880
Santa Clara
San Jose
Stanford
University
85
280
Los Altos
280
Alternative 3a: Short Dedicated Lane—
No Improvements West of Halford Avenue
in Santa Clara
• Curbside bulbout stations east of Santa Clara
Transit Center (3)
• Median stations (3) and dedicated
lanes from Lafayette St. to Halford Ave.
• Bicycle/pedestrian/streetscape
improvements
101
Palo Alto
82
101
Mountain View
237
Sunnyvale
87
880
Santa Clara
San Jose
Stanford
University
85
280
Los Altos
280
Alternative 3b: Short Dedicated Lane—
Mixed Flow West of Halford Avenue
in Santa Clara
• Median stations (3) and dedicated
lanes from Lafayette St. to Halford Ave.
• Mixed flow and curbside bulbout stations
(up to 13) in all other areas
• Bicycle/pedestrian/streetscape
improvements
101
Palo Alto
82
101
Mountain View
237
Sunnyvale
87
880
Santa Clara
San Jose
Stanford
University
85
280
Los Altos
280
Alternative 4a: Long Dedicated Lane—
Lafayette Street in Santa Clara to
SR 85 in Mountain View
• Median stations (7) and dedicated
lanes from Lafayette St. to SR 85
• Mixed flow and curbside bulbout stations
(up to 9) in all other areas
• Bicycle/pedestrian/streetscape
improvements
101
Palo Alto
82
101
Mountain View
237
Sunnyvale
87
880
Santa Clara
San Jose
Stanford
University
85
280
Los Altos
280
Alternative 4b: Long Dedicated Lane—
Lafayette Street in Santa Clara to
Showers Drive in Mountain View
• Median stations (up to 10) and dedicated
lanes from Lafayette St. to Showers Dr.
• Mixed flow and curbside bulbout stations
(up to 6) in all other areas
• Bicycle/pedestrian/streetscape
improvements
101
Palo Alto
82
101
Mountain View
237
Sunnyvale
87
880
Santa Clara
San Jose
Stanford
University
85
280
Los Altos
280
Alternative 4c: Long Dedicated Lane—
Lafayette Street in Santa Clara to
Embarcadero Road in Palo Alto
• Median stations (up to 13) and
dedicated lanes from Lafayette St.
to Embarcadero Rd.
• Mixed flow and curbside bulbout stations
(3) in all other areas
• Bicycle/pedestrian/streetscape
improvements
101
Palo Alto
82
101
Mountain View
237
Sunnyvale
87
880
Santa Clara
San Jose
Stanford
University
Graphics … 00710.12 (3-17-2014)
85
280
Los Altos
280
Legend
No Build
Mixed Flow
Dedicated Lanes
BRT Station (by El Camino Real BRT Project)
Optional BRT Station
BRT Station (by Other Projects)
0
1
2
3
Miles
Figure 1-3
Project Alternatives
El Camino Real Bus Rapid Transit Project
Santa Clara Valley Transportation Authority
Chapter 1. Introduction
Project corridor. Under all Build Alternatives except Alternative 3a (described below), there
would be 14 new branded BRT stations. In addition, three other optional BRT station locations
are being considered, of which two may be chosen, for a total of up to 16 new BRT stations.
Under Alternative 3a, there would be six new branded BRT stations. Where the BRT operates
in mixed-flow lanes, typically the existing curbside bus stops would be removed and replaced
with new BRT stations to be used by both BRT and local buses. Where there are dedicated
lanes, the existing bus stops would be maintained for local bus services, and new BRT stations
would be constructed in the median. Table 1-2 lists the locations of the proposed BRT stations.
A brief description of the amenities included under the Build Alternatives follows.
Table 1-1. El Camino Real BRT Project Alternatives
Alternative
1
2
Name
No Build from San
José to Palo Alto
All Mixed Flow from
San José to Palo Alto
Short Dedicated Lane
3a
Lafayette Street to
Halford Avenue in
Santa Clara
3b
Abbreviated Name
Alt 1—No Build
Alt 2—All Mixed Flow
Alt 3a—Short Dedicated
(No Improvements West of
Halford)
Lafayette Street to
Halford Avenue plus
Mixed Flow West of
Halford Avenue
Long Dedicated Lane
4a
Lafayette Street in
Santa Clara to SR 85 in
Mountain View
Alt 3b—Short Dedicated
(Mixed Flow West of
Halford)
4b
Alt 4b—Long Dedicated
(Showers Drive)
4c
Lafayette Street in
Santa Clara to Showers
Drive in Mountain
View
Lafayette Street in
Santa Clara to
Embarcadero Road in
Palo Alto
El Camino Real Bus Rapid Transit Project
Alt 4a—Long Dedicated
(SR 85)
Alt 4c—Long Dedicated
(Embarcadero Road)
1-3
Description
VTA would not undertake any
improvements to El Camino Real.
No dedicated bus-only lanes; only
mixed-flow lanes and full curbside
bulbout stations.
Mixed-flow lanes and full bulbout
stations between San José and Lafayette
Street in Santa Clara, dedicated lanes
between Lafayette Street and Halford
Avenue, and no improvements between
Halford Avenue and Palo Alto.
Dedicated lanes between Lafayette Street
and Halford Avenue in Santa Clara with
mixed-flow lanes and full curbside
bulbout stations in all other areas.
Dedicated lanes between Lafayette Street
and SR 85 with mixed-flow lanes and
full curbside bulbout stations in all other
areas.
Dedicated lanes between Lafayette Street
and Showers Drive with mixed-flow
lanes and full curbside bulbout stations
in all other areas.
Dedicated lanes between Lafayette Street
and Embarcadero Road with mixed-flow
lanes and full curbside bulbout stations
in all other areas.
August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Chapter 1. Introduction
Table 1-2. Station Locations
City Jurisdiction
San José
Proposed Station
Santa Clara
•
•
•
•
Santa Clara Transit Center
Scott
Kiely
Flora Vista
Sunnyvale
•
•
•
•
Wolfe
Fair Oaks
Hollenbeck
Bernardo
Mountain View
• Castro
• Escuela (Optional Station)
Los Altos
• Showers
Palo Alto
•
•
•
•
• Arena (this station is to be constructed by VTA’s Santa Clara-Alum Rock BRT Project)
• Race/Julian
• Taylor/Naglee
Arastradero
California
Churchill or Embarcadero (Optional Station)
Palo Alto Transit Center (existing)
Mixed-Flow Lanes. In mixed-flow lane segments from Santa Clara to Palo Alto, the Project
would continue to provide six lanes (three lanes in each direction). Except at the Palo Alto
Transit Center and the Arena Station (constructed as part of the Santa Clara-Alum Rock BRT
Project), new BRT stations would be constructed. These new stations would include bulbouts
and extend the sidewalk into the parking or curb lane, thus helping BRT buses with better
station accessibility. Transit signal priority (TSP)would be installed at signal locations that do
not currently have TSP; otherwise, there would be no other improvements between the station
areas.
Dedicated BRT Lanes. A dedicated lane configuration for a portion of the corridor from Santa
Clara to Palo Alto would use two of the six lanes (one in each direction) exclusively for BRT
transit and emergency vehicles, leaving four general-purpose lanes for other traffic. Because
BRT vehicles would not be constrained by general traffic flow, they would not be slowed by
traffic conflicts at stations, right turns, or increasing congestion. The dedicated lanes would be
center-running and would be 11 to 13 feet wide. In some areas, a median would separate the
eastbound and westbound dedicated lanes. In many areas, VTA would maintain the existing
hardscaped or landscaped medians. At other locations, VTA would construct new hardscaped or
landscaped medians. At median stations, turn lanes would be maintained to the extent possible,
with additional width for the stations gained by removing existing curbside parking or reducing
the width of the existing median. At intersections where space allows, curb bulbouts would be
constructed to shorten pedestrian crossing distances. TSP would be implemented at intersections
that do not currently have TSP.
El Camino Real Bus Rapid Transit Project
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August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Chapter 1. Introduction
Parking. Curbside parking would be maintained to the extent possible, although some loss of
street parking would occur under each of the Build Alternatives. Dedicated lane segments
would include bicycle lanes in place of parking.
BRT Vehicles. To clearly differentiate BRT service from local or other bus transit services,
VTA would use distinctive vehicles and specialized branding to call out the BRT service as
unique, innovative, and distinctive.
Transit Signals. Additional TSP infrastructure would be provided throughout the Project
corridor at signals that do not now have TSP.
Stations. New BRT stations would be equipped with enhanced amenities, similar to VTA’s
light rail stations.
1.2.3.1
Alternative 1: No Build from San José to Palo Alto
Alternative 1, the No Build No-Build Alternative, would not provide BRT service and assumes
that the existing roadway and transit services in the Project corridor would continue. Local 22
bus route 22 (Local 22) would continue to run in the El Camino Real corridor. Buses that
provide Rapid 522 service would be replaced in 2015 by BRT buses , but there would be no
additional BRT amenities. The BRT buses, instituted under the Santa Clara-Alum Rock BRT
project, would operate on 10-minute headways, providing an increase in service along the
corridor from the current four buses per hour to six buses per hour. Local 22 service would
operate on 15-minute headways, reducing the service from five buses per hour to four buses per
hour. Under Alternative 1, there would be no BRT station improvements and no off-board fare
collection.
1.2.3.2
Alternative 2: All Mixed Flow from San José to Palo Alto
Build Alternative 2, All Mixed Flow f, would provide mixed-flow lanes along the entire 17.6mile Project corridor. Curbside bulbout BRT branded stations would be developed along the
Project corridor.
1.2.3.3
Alternatives 3: Short Dedicated Lane
Under Build Alternative 3, Short Dedicated Lane, a portion of the Project corridor would have
dedicated lanes. Under Build Alternative 3, there are two options—3a and 3b. Under each of the
options, there would be mixed-flow lanes from the Arena in San José to Lafayette Street in
Santa Clara and a 3-mile dedicated BRT lane from Lafayette Street in Santa Clara to Halford
Avenue in Santa Clara. The two options differ in their configuration west of Halford Avenue to
the Palo Alto Transit Center. Alternative 3a would not include any further BRT infrastructure
west of Halford Avenue, and Alternative 3b includes a mixed-flow configuration with full
bulbout stations (similar to Alternative 2) west of Halford Avenue.
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1.2.3.4
Chapter 1. Introduction
Alternatives 4: Long Dedicated Lane Alternative
Build Alternative 4, Long Dedicated Lane, would provide a dedicated BRT lane segment along
the Project corridor. There are three options considered under Alternative 4 (4a, 4b, and 4c),
which differ according to the extent of the dedicated lane. Under each of the options, there
would be mixed-flow lanes from the Arena in San José to Lafayette Street in Santa Clara and
west of the dedicated lane terminus to the Palo Alto Transit Center. Alternative 4a would have a
7.1-mile dedicated lane segment from Lafayette Street in Santa Clara to SR 85 in Mountain
View. Alternative 4b would have a 10.1-mile dedicated BRT lane segment from Lafayette
Street in Santa Clara to Showers Drive in Mountain View. Alternative 4c would have the
longest dedicated lane segment (13.9 miles) from Lafayette Street in Santa Clara to
Embarcadero Road in Palo Alto.
1.2.4
Construction
1.2.4.1
Construction Scenario
Features to be constructed under the Project would consist of BRT stations for passenger
boarding and alighting, curb bulbouts, and associated landscaping and utility improvements.
The Project also would involve paving and striping. BRT station platforms for mixed-flow lane
scenarios would be constructed as bulbouts of the existing sidewalk. BRT station platforms for
dedicated lanes would be constructed in the street median. Should dedicated lanes be
constructed as part of the Project, construction staging activities would be within the two
median lanes in the center of the Project corridor. Should mixed-flow lanes be provided as part
of the Project, temporary closure of one existing through lane in each direction (two lanes total)
may be required in the vicinity of station platform construction. These lanes closed for curbside
bulbout station construction would be returned to through traffic after the majority of
construction at any individual platform is completed. To minimize disruption to the traveling
public, it is anticipated that the Project would be constructed in stages, and existing sidewalks
would remain intact to the greatest extent possible. To the extent feasible, detours and service
interruptions would be disclosed to affected parties and occur during non-peak periods.
The following section outlines the anticipated methods of construction staging for the purposes
of identifying and evaluating potential construction impacts. Specific construction staging
requirements would be defined during the final design process.
1.2.4.2
Construction Activities
The contractor would likely phase construction activities, meaning the construction activities
described below could overlap. Although the exact schedule would be prepared by the
contractor, a logical approach would involve construction in these steps.

Install construction area signage

Relocate utilities

Construct curb bulbouts and curbside bulbout stations
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
Construct median stations

Reconstruct BRT lanes

Repair and overlay street

Complete striping, signs, and landscaping
To minimize construction impacts and shorten the total duration of construction, several noncontiguous areas would be constructed simultaneously. Within each area work would be
sequenced such that individual traffic delays would be minimized.
Closures would require advance approval by the resident engineer and would be allowed mostly
during periods of low traffic. These periods would be defined through traffic studies made
during the design phase.
The majority of construction would occur during daylight hours, but some nighttime work may
be required to permit temporary closures for tasks that could interfere with daytime traffic or
create safety hazards. Examples of these tasks include placing and removing temporary concrete
barriers, certain utility relocation activities, canopy installation, and construction of pavement
conforms.
During excavation, station construction, and pavement rehabilitation operations, the contractor
would restrict parking and place long-term lane closures where work is active. The contractor
would be required to safely protect the excavation each day during hours of non-activity. It is
anticipated that bicycles would share the road as they do under existing conditions during this
stage. Construction work through intersections would likely be performed with construction
personnel temporarily directing traffic, and temporary steel plates may be required to maintain
traffic flow during non-working hours.
A transportation management plan (TMP) would be developed in conjunction with each of the
local municipalities prior to construction. The TMP would provide a plan for the advance notice
to residents, businesses, motorists, transit users, and emergency service providers of
construction activities and durations, detours, and access limitations during each stage of
construction. The TMP would identify services to facilitate safe implementation of construction,
such as increased California Highway Patrol presence during critical construction operations.
1.2.5
Construction Schedule
It is anticipated that construction of the Project would take approximately 2 years to complete.
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Chapter 2
Regulatory Setting
2.1
Noise Impact Criteria
Regulations and standards for construction- and operations-related noise and vibration at the
federal, state and local levels are summarized in this chapter.
2.1.1
Federal Regulations
2.1.1.1
Noise Control Act of 1972
The Noise Control Act of 1972 (Public Law 92 574) established a requirement that all federal
agencies administer their programs to promote an environment free of noise that would
jeopardize public health or welfare. The U.S. Environmental Protection Agency (EPA) was
given the responsibility for:

Providing information to the public regarding identifiable effects of noise on public health
and welfare

Publishing information on the levels of environmental noise to protect the public health and
welfare with an adequate margin of safety

Coordinating federal research and activities related to noise control

Establishing federal noise emission standards for selected products distributed in interstate
commerce
2.1.1.2
U.S. Environmental Protection Agency
In 1974, in response to the requirements of the Noise Control Act, EPA identified indoor and
outdoor noise limits to protect public health and welfare (communication disruption, sleep
disturbance, and hearing damage). Outdoor Ldn limits of 55 dB and indoor Ldn limits of 45 dB
are identified as desirable to protect against speech interference and sleep disturbance for
residential, educational, and health care areas. Sound-level criteria to protect against hearing
damage in commercial and industrial areas are identified as 24-hour Leq values of 70 dB (both
outdoors and indoors).
The Noise Control Act also directed that all federal agencies comply with applicable federal,
state, interstate, and local noise control regulations. Although EPA was given a major role in
disseminating information to the public and coordinating federal agencies, each federal agency
retains authority to adopt noise regulations pertaining to agency programs. EPA can, however,
require other federal agencies to justify their noise regulations in terms of Noise Control Act
policy requirements. Key federal agencies that have adopted noise regulations and standards
include:
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Housing and Urban Development. Noise standards for federally funded housing projects.

Federal Aviation Administration. Noise standards for aircraft noise.

Federal Highway Administration (FHWA). Noise standards for federally funded highway
projects.

FTA. Noise standards for federally funded transit projects.

Federal Railroad Administration. Noise standards for federally funded rail projects.
2.1.1.3
Federal Highway Administration
FHWA has developed methods for evaluating construction noise, which are discussed in the
Roadway Noise Construction Model User’s Guide (Federal Highway Administration 2006).
FHWA does not recommend specific noise-level criteria for construction activities.
2.1.1.4
Federal Transit Administration Standards for Transit Noise
The U.S. Department of Transportation has implemented and published impact assessment
procedures and criteria pertaining to noise based on the above standards. Noise impact criteria
have been adopted by FTA to assess noise contributions and potential impacts from rapid transit
sources on the existing environment. Noise impact criteria defined in the FTA Manual are based
on the objective of maintaining a noise environment considered acceptable for land uses that are
noise sensitive. For noise from transit operations, FTA’s three land use categories are as
follows:

Category 1: Tracts of land where quiet is an essential element in their intended purpose,
such as outdoor amphitheaters, concert pavilions, and national historic landmarks with
significant outdoor use.

Category 2: Residences and buildings where people normally sleep, including homes,
hospitals, and hotels.

Category 3: Institutional land uses (schools, places of worship, libraries) with use typically
during the daytime and evening. Other uses in this category can include medical offices,
conference rooms, recording studios, concert halls, cemeteries, monuments, museums,
historical sites, parks, and recreational facilities.
Noise exposure values are reported as the day/night average sound level (Ldn) for residential
land uses (Category 2) or hourly equivalent sound level (Leq[h]) for other land uses (Categories
1 and 3). Commercial and industrial uses are not included in the vast majority of cases because
they are generally considered compatible with higher noise levels. Exceptions would include
commercial uses with a feature that receives significant outdoor use, such as a playground, or
uses that require quiet as an important part of their function, such as recording studios.
In the FTA Manual, the noise impact criteria for construction and operation of rapid transit
facilities consider a project’s contribution to existing noise levels using a sliding scale based on
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land uses affected. The criteria correspond to heightened community annoyance due to the
introduction of a new transit facility relative to existing ambient noise conditions.
Noise impacts are assessed by comparing existing outdoor exposures with future project-related
outdoor noise levels, as illustrated in Figure 2-1. The criterion for each degree of impact is
based on a sliding scale that is dependent on the existing noise exposure and the increase in
noise exposure due to a project. The noise impact categories are as follows:

No Impact: A project, on average, will result in an insignificant increase in the number of
instances where people are “highly annoyed” by new noise.

Moderate Impact: The change in cumulative noise is noticeable to most people but may
not be enough to cause strong adverse community reactions.

Severe Impact: A significant percentage of people would be highly annoyed by the noise,
perhaps resulting in vigorous community reaction.
Figure 2-1. FTA Noise Impact Criteria
(Source: Federal Transit Administration 2006)
Note that the Project’s contribution relative to existing noise levels differs according to the level
of existing noise exposure. For example, a Project contribution of 59 dBA Ldn would be
considered a Severe Impact at a Category 2 receiver with an existing noise exposure of up to 50
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dBA Ldn (a difference of 9 dB), whereas a Project contribution of 69 dBA Ldn would result in a
Severe Impact at a Category 2 receiver with an existing noise exposure of up to 70 dBA Ldn (a
difference of 1 dB). The justification for this sliding scale recognizes that people who are
already exposed to high levels of noise in the ambient environment should be expected to
tolerate small increases in noise in their community according to the level of their existing noise
exposure.
2.1.1.5
Federal Transit Administration Standards for Construction
Noise
FTA has developed methods for evaluating construction noise levels, which are discussed in the
FTA Manual (Federal Transit Administration 2006). The FTA manual does not contain
standardized criteria for assessing construction noise impacts but includes guidelines for
suggested noise limits for residential uses exposed to construction noise to describe levels that
may result in adverse community reaction. These guidelines are summarized in Table 2-1.
Table 2-1. FTA Construction Noise Impact Guidelines
Land Use
8-hour Leq (dBA), Day
Residential
80
Commercial
85
Industrial
90
Source: Federal Transit Administration 2006.
8-hour Leq (dBA), Night
70
85
90
Thresholds for construction noise may be set at the local level according to expected hours of
equipment operation and noise limits specified in the noise ordinances for the applicable
jurisdictions.
2.1.2
2.1.2.1
State Regulations
California Noise Control Act
The California Noise Control Act was enacted in 1973. In preparing the noise element, a city or
county must identify local noise sources and analyze and quantify to the extent practicable
current and projected noise levels for various sources, including highways and freeways;
passenger and freight railroad operations; ground rapid transit systems; commercial, general,
and military aviation and airport operations; and other stationary ground noise sources.
The State of California General Plan Guidelines (Governor’s Office of Planning and Research
2003) provides noise compatibility guidelines for land use planning based on the existing
community noise level; however, these guidelines offer no information on construction noise.
The state has also published the Model Community Noise Ordinance (California Office of
Noise Control 1977), which provides guidance to cities and counties on how to develop a
community noise ordinance. These guidelines include recommended limits on construction
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noise levels. These are guidelines only and are not enforceable. Construction noise regulations
for the Project based on guidelines provided in the FTA Manual.
2.1.2.2
California Environmental Quality Act
CEQA requires state and local agencies to identify the significant environmental impacts of
agency actions, including potential adverse effects from noise and vibration, and identify
feasible measures to avoid or mitigate any identified adverse impacts. CEQA contains the
following guidelines to evaluate the significance of noise impacts attributable to a proposed
project. Based on the State CEQA Guidelines, a proposed project would have a significant
impact on the noise environment if it would result in any of the following conditions.
(a) Expose persons to or generate noise levels in excess of standards established in a local
general plan or noise ordinance or applicable standards of other agencies.
(b) Expose persons to or generate excessive groundborne vibration or groundborne noise levels.
(c) A substantial permanent increase in ambient noise levels in the project vicinity above levels
existing without the project.
(d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity
above levels existing without the project.
(e) Be located within an airport land use plan area or, where such a plan has not been adopted,
within 2 miles of a public airport or public use airport and expose people residing or
working in the project area to excessive noise levels.
(f) Be located in the vicinity of a private airstrip and expose people residing or working in the
project area to excessive noise levels.
Of these guidelines, items (a), (b), (c), and (d) are applicable to the Project and were considered
in the analysis presented in this report. Guidelines (e) and (f) are not applicable because the
Project is not located in the vicinity of any public airport or private airstrip.
2.1.3
Local Regulations
The Project is located in San José, Santa Clara, Sunnyvale, Mountain View, Los Altos, and Palo
Alto. VTA is not subject to local noise ordinances and policies; however, VTA accommodates
them to the extent practicable.
2.1.3.1
City of San José
The City of San José has a fixed noise-source ordinance that limits noise levels based on the
receiving zoning category. For single- and multi-family residential uses and public spaces, the
city indicates a maximum level of 55 dBA. The City prohibits construction within 500 feet of
any residentially zoned property before 7 a.m. or after 7 p.m. on weekdays and all day on
weekends and holidays.
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2.1.3.2
Chapter 2. Regulatory Setting
City of Santa Clara
The City of Santa Clara has a fixed noise-source ordinance (Section 9.10) administered by the
planning division and the police department that limits noise levels based on the receiving
zoning category. For single- and multi-family residential uses and public spaces, the City
indicates a maximum level of 55 dBA during daytime hours (7 a.m. to 10 p.m.) and 50 dBA
during nighttime hours (10 p.m. to 7 a.m.) The City prohibits construction within 300 feet of
any residentially zoned property before 7 a.m. or after 6 p.m. on weekdays, before 9 a.m. or
after 6 p.m. on Saturday, and all day on Sundays and holidays.
2.1.3.3
City of Sunnyvale
Section 16.08 of the Sunnyvale City Code restricts hours of construction equipment operation to
7 a.m. to 6 p.m. Monday through Friday and 8 a.m. to 5 p.m. on Saturday. Construction is not
allowed on Sunday or on national holidays. The ordinance also contains specific provisions
related to operational noise levels:
Operational noise shall not exceed seventy-five dBA at any point on the property line of the premises upon
which the noise or sound is generated or produced; provided, however, that the noise or sound level shall not
exceed fifty dBA during nighttime or sixty dBA during daytime hours at any point on adjacent residentially
zoned property. If the noise occurs during nighttime hours and the enforcing officer has determined that the
noise involves a steady, audible tone such as a whine, screech or hum, or is a staccato or intermittent noise
(e.g., hammering) or includes music or speech, the allowable noise or sound level shall not exceed forty-five
dBA.
2.1.3.4
City of Mountain View
Section 8.23 of the Mountain View City Code restricts hours of operation to 7 a.m. to 6 p.m.
Monday through Friday for noise-producing construction equipment and any equipment used
for demolition or repair work. For land use compatibility, the city recognizes 55, 60, and 70 Ldn
criteria as maximum levels of noise that are considered normally acceptable for residential,
schools, and industrial uses, respectively (City of Mountain View 2012).
2.1.3.5
City of Los Altos
Noise ordinance provisions in Chapter 6.16 of the Los Altos City Code include specific
standards for operation of equipment related to construction and demolition. Operation of
construction equipment before 7 a.m. or after 5:30 p.m. on weekdays, before 9 a.m. or after 3
p.m. on Saturdays, or on any Sunday or holiday is not allowed to create a “noise disturbance”
across a residential or commercial property line. The ordinance includes maximum noise levels
for construction equipment operation: noise levels should not exceed 50 dBA in residentially
zoned districts or 60 dBA in commercially zoned districts.
2.1.3.6
City of Palo Alto
The protection of the population of Palo Alto from “excessive, unnecessary, and unreasonable
noises from any and all sources in the community” is implemented through the city’s noise
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ordinance (Chapter 9.10 of the Palo Alto Municipal Code). The following sections of the noise
ordinance are relevant to evaluation of the Project.
Residential Property Noise Limits
(a) No person shall produce, suffer or allow to be produced by any machine, animal or device, or any
combination of same, on residential property, a noise level more than six dB above the local ambient
at any point outside of the property plane.
(b) No person shall produce, suffer or allow to be produced by any machine, animal, or device, or any
combination of same, on multi-family residential property, a noise level more than six dB above the
local ambient three feet from any wall, floor, or ceiling inside any dwelling unit on the same property,
when the windows and doors of the dwelling unit are closed, except within the dwelling unit in which
the noise source or sources may be located.
Commercial and industrial Property Noise Limits
No person shall produce, suffer or allow to be produced by any machine or device, or any combination of
same, on commercial or industrial property, a noise level more than eight dB above the local ambient at
any point outside of the property plane.
Public Property Noise Limits
(a) No person shall produce, suffer or allow to be produced by any machine or device, or any
combination of same, on public property, a noise level more than fifteen dB above the local ambient
at a distance of twenty-five feet or more, unless otherwise provided in this chapter.
Special provisions
(a) General Daytime Exception. Any noise source which does not produce a noise level exceeding
70 dBA at a distance of 25 feet under its most noisy condition of use shall be exempt from the
provisions of Section 9.10.040 between the hours of 8 a.m. and 8 p.m. Monday through Friday, 9 a.m.
and 8 p.m. on Saturday, except Sundays and holidays, when the exemption herein shall apply between
10 a.m. and 6 p.m.
(b) Construction. Construction, alteration and repair activities on non-residential property which are
authorized by valid city building permit shall be prohibited on Sundays and holidays and shall be
prohibited except between the hours of 8 a.m. and 6 p.m. Monday through Friday, 9 a.m. and 6 p.m.
on Saturday provided that the construction, demolition or repair activities during those hours meet the
following standards:
1) No individual piece of equipment shall produce a noise level exceeding 110 dBA at a distance of 25
feet. If the device is housed within a structure on the property, the measurement shall be made outside the structure at a distance as close to twenty-five feet from the equipment as possible.
2) The noise level at any point outside of the property plane of the project shall not exceed 110 dBA.
3) The holder of a valid construction permit for a construction project in a non-residential zone shall post
a sign at all entrances to the construction site upon commencement of construction, for the purpose of
informing all contractors and subcontractors, their employees, agents, material men and all other
persons at the construction site, of the basic requirements of this chapter.
With respect to noise/land use compatibility, a level of 60 Ldn is considered the maximum level
of noise that is normally acceptable for residential uses, while the corresponding exposure level
for commercial and industrial uses is 70 Ldn (City of Palo Alto 1998).
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Chapter 2. Regulatory Setting
2.2
Operational Vibration
2.2.1
Federal Regulations
2.2.1.1
Vibration Impact Criteria
The FTA vibration impact criteria for land use categories described above are shown in Table 22. The criteria are based on the frequency of events and related to groundborne vibration that
can cause human annoyance or interference with the use of vibration-sensitive equipment. The
criteria for acceptable groundborne vibration are based on the maximum levels for a single
event (Lmax) and expressed in terms of RMS velocity levels (VdB).
Table 2-2. Groundborne Vibration Impact Criteria for General Assessment
GBV Impact Levels
(VdB re 1 micro-inch /sec)
Frequent
Occasional Infrequent
Land Use Category
Eventsa
Eventsb
Eventsc
d
d
d
Category 1:
65 VdB
65 VdB
65 VdB
Buildings where vibration would interfere with interior operations.
Category 2:
72 VdB
75 VdB
80 VdB
Residences and buildings where people normally sleep.
Category 3:
75 VdB
78 VdB
83 VdB
Institutional land uses with primarily daytime use.
Notes:
a
“Frequent Events” is defined as more than 70 vibration events of the same source per day. Most rapid transit
projects fall into this category.
b
“Occasional Events” is defined as between 30 and 70 vibration events of the same source per day. Most
commuter trunk lines have this many operations.
c
“Infrequent Events” is defined as fewer than 30 vibration events of the same kind per day. This category
includes most commuter rail branch lines.
d
This criterion limit is based on levels that are acceptable for most moderately sensitive equipment, such as
optical microscopes. Vibration-sensitive manufacturing or research will require detailed evaluation to define
the acceptable vibration levels. Ensuring lower vibration levels in a building often requires special design of the
HVAC systems and stiffened floors.
Source: Federal Transit Administration 2006.
FTA provides a procedure to determine whether or not a transit project requires a vibration
analysis. Transit projects that involve rubber-tire vehicles rarely show potential for vibration
impacts and, therefore, usually do not require vibration analysis.
2.2.1.2
Potential Damage to Fragile Buildings
FTA analysis guidelines call for investigation of the potential for vibration-induced damage to
“fragile” or “extremely fragile” buildings (Federal Transit Administration 2006). Damage to a
building is possible (but not necessarily probable) if groundborne vibration levels exceed the
following criteria.
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
A 0.20-inch-per-second PPV (approximately 100 VdB) for fragile buildings.

A 0.12-inch-per-second PPV (approximately 95 VdB) for extremely fragile buildings.
2.2.1.3
Groundborne Noise
At higher frequencies, groundborne vibration can be perceived as a noise source. At sufficiently
high amplitudes, the propagation of vibration waves through the ground can couple with
building elements and cause them to vibrate at a frequency that is audible to the human ear.
Groundborne noise could result in rattling of windows, walls, or other items coupled to building
surfaces. Groundborne vibration levels resulting in groundborne noise are often experienced as
a combination of perceptible vibration and low-frequency noise. Groundborne noise is normally
not a consideration when rail transit sources are at grade and is less of a concern for buses
traveling on pneumatic tires and spring suspension. Groundborne noise generally becomes an
important consideration for subterranean rail transit or other projects in which part of the
alignment includes a tunnel. Impacts due to groundborne noise are not anticipated for the
Project.
2.2.2
State Regulations
For continuous/frequent intermittent sources such as pile driving, the California Department of
Transportation (Caltrans) recommends a threshold of 0.25 inch per second PPV for “historic
and some old buildings” and 0.3 inch per second for “older residential structures.” (California
Department of Transportation 2004). These criteria are directed primarily, but not limited to, all
construction related to pile driving, demolition, and pavement breaking activities.
2.2.3
Local Regulations
The jurisdictions of Los Altos, Santa Clara, and San José include standards that limit vibration
at receiver locations surrounding an operational use. The Cities of Sunnyvale, Mountain View,
and Palo Alto do not have a standard specific to groundborne vibration.
2.2.3.1
San José
Performance standards for residential, commercial, and industrial uses include a stipulation for
vibration: “There shall be no activity on any site that causes ground vibration that is perceptible
without instruments at the property line of the site.”
2.2.3.2
Santa Clara
The City code indicates that operational vibration should not exceed the vibration perception
threshold of an individual at the closest property line to the source on the real property affected
by the vibration.
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2.2.3.3
Chapter 2. Regulatory Setting
Los Altos
The City code contains the following regulation related to vibration: “Operating or permitting
the operation of any device that creates a vibration which is above the vibration perception
threshold of an individual at or beyond the property boundary of the source if on private
property or at one hundred fifty (150) feet (forty-six (46) meters) from the source if on a public
space or public right-of-way.”
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Chapter 3
Environmental Setting
3.1
3.1.1
Fundamental Concepts of Environmental Noise
Sound, Noise, and Acoustics
Sound can be described as the mechanical energy of a vibrating object transmitted by
pressure waves through a liquid or gaseous medium (e.g., air) to a hearing organ, such as a
human ear. Noise is defined as loud, unexpected, or annoying sound.
In the science of acoustics, the fundamental model consists of a sound (or noise) source, a
receiver, and the propagation path between the two. The loudness of the noise source and
obstructions or atmospheric factors affecting the propagation path to the receiver determines
the sound level and characteristics of the noise perceived by the receiver. The field of
acoustics deals primarily with the propagation and control of sound.
3.1.2
Frequency
Continuous sound can be described by frequency (pitch) and amplitude (loudness). A lowfrequency sound is perceived as low in pitch. Frequency is expressed in terms of cycles per
second, or Hertz (Hz) (e.g., a frequency of 250 cycles per second is referred to as 250 Hz).
High frequencies are sometimes more conveniently expressed in kilohertz (kHz), or
thousands of Hz. The audible frequency range for humans is generally between 20 and
20,000 Hz.
3.1.3
Sound Pressure Levels and Decibels
The amplitude of pressure waves generated by a sound source determines the loudness of that
source. Sound pressure amplitude is measured in micropascals (mPa). One mPa is
approximately one-hundred billionth (0.00000000001) of normal atmospheric pressure.
Sound pressure amplitudes for different kinds of noise environments can range from less than
100 to 100,000,000 mPa. Because of this huge range of values, sound is rarely expressed in
terms of mPa. Instead, a logarithmic scale is used to describe sound pressure level (SPL) in
terms of decibels (dB). The threshold of hearing for young people is about 0 dB, which
corresponds to 20 mPa.
3.1.4
Addition of Decibels
Because dBs are logarithmic units, SPL cannot be added or subtracted through ordinary
arithmetic. Under the dB scale, a doubling of sound energy corresponds to a 3 dB increase. In
other words, when two identical sources are each producing sound of the same loudness, the
resulting sound level at a given distance would be 3 dB higher than one source under the
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same conditions. For example, if one automobile produces an SPL of 70 dB when it passes
an observer, two cars passing simultaneously would not produce 140 dB—rather, they would
combine to produce 73 dB. Under the dB scale, three sources of equal loudness together
produce a sound level 5 dB louder than one source.
3.1.5
A-Weighted Decibels
The dB scale alone does not adequately characterize how humans perceive sound. The
dominant frequencies of a sound have a substantial effect on the human response to that sound.
Although the intensity (energy per unit area) of the sound is a purely physical quantity, the
loudness or human response is determined by the characteristics of the human ear.
Human hearing is limited in the range of audible frequencies as well as in the way it
perceives the SPL in that range. In general, people are most sensitive to the frequency range
of 1,000 to 8,000 Hz and perceive sounds within that range better than sounds of the same
amplitude in higher or lower frequencies. To approximate the response of the human ear,
sound levels of individual frequency bands are weighted, depending on the human sensitivity
to those frequencies. Then, an “A-weighted” sound level (expressed in units of dBA) can be
computed based on this information.
The A-weighting network approximates the frequency response of the average young ear
when listening to most ordinary sounds. When people judge the relative loudness or
annoyance of a sound, their judgments correlate well with A-weighted sound levels of those
sounds. Other weighting networks have been devised to address high noise levels or other
special problems (e.g., B-, C-, and D-scales), but these scales are rarely used in conjunction
with transit or highway related noise. Noise levels for technical reports related to transit or
traffic noise are typically reported in terms of A-weighted decibels or dBA. Table 3-1
describes typical A-weighted noise levels for various noise sources.
3.1.6
Human Response to Changes in Noise Levels
As discussed above, doubling sound energy results in a 3 dB increase in sound. However,
given a sound level change measured with precise instrumentation, the subjective human
perception of a doubling of loudness will usually be different than what is measured.
Under controlled conditions in an acoustical laboratory, the trained, healthy human ear is
able to discern 1 dB changes in sound levels when exposed to steady, single-frequency
(“pure-tone”) signals in the mid-frequency (1,000 to 8,000 Hz) range. In typical noisy
environments, changes in noise of 1 to 2 dB are generally not perceptible. However, it is
widely accepted that people are able to begin to detect sound level increases of 3 dB in
typical noisy environments. Further, a 5 dB increase is generally perceived as a distinctly
noticeable increase, and a 10 dB increase is generally perceived as a doubling of loudness.
Therefore, a doubling of sound energy (e.g., doubling the volume of traffic on a highway)
that would result in a 3 dB increase in sound would generally be perceived as barely
detectable.
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Table 3-1. Typical A-Weighted Noise Levels
Common Outdoor Activities or
Conditions
Noise Level (dBA)
— 110 —
Common Indoor Activities or Locations
Rock band
Jet flying at 1,000 feet
— 100 —
Gas lawn mower at 3 feet
— 90 —
Diesel truck at 50 feet at 50 mph
— 80 —
Noisy urban area, daytime
Gas lawn mower, 100 feet
Commercial area
Heavy traffic at 300 feet
— 70 —
Food blender at 3 feet
Garbage disposal at 3 feet
Vacuum cleaner at 10 feet
Normal speech at 3 feet
— 60 —
Quiet urban daytime
— 50 —
Large business office
Dishwasher next room
Quiet urban nighttime
Quiet suburban nighttime
— 40 —
Theater, large conference room (background)
— 30 —
Library
Bedroom at night, concert
Quiet rural nighttime
— 20 —
Broadcast/recording studio
— 10 —
Lowest threshold of human hearing
—0—
Lowest threshold of human hearing
Source: California Department of Transportation 2009.
3.1.7
Noise Descriptors
Noise in our daily environment fluctuates over time. Various noise descriptors have been
developed to describe time-varying noise levels. The following are the noise descriptors most
commonly used in transit noise analysis.

Equivalent Sound Level (Leq): Leq represents an average of the sound energy occurring
over a specified period. In effect, Leq is the steady-state sound level containing the same
acoustical energy as the time-varying sound that actually occurs during the same period.
The 1-hour A-weighted equivalent sound level, or Leq(h), is the energy average of Aweighted sound levels occurring during a 1-hour period.

Percentile-Exceeded Sound Level (Lxx): Lxx represents the sound level exceeded for a
given percentage of a specified period (e.g., L10 is the sound level exceeded 10 percent of
the time, and L90 is the sound level exceeded 90 percent of the time).

Maximum Sound Level (Lmax): Lmax is the highest instantaneous sound level measured
during a specified period.
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
Day/Night Level (Ldn): Ldn is the energy average of A-weighted sound levels occurring
over a 24-hour period, with a 10 dB penalty applied to A-weighted sound levels
occurring during nighttime hours between 10 p.m. and 7 a.m.

Community Noise Equivalent Level (CNEL): Similar to Ldn, CNEL is the energy
average of the A-weighted sound levels occurring over a 24-hour period, with a 10 dB
penalty applied to A-weighted sound levels occurring during the nighttime hours between
10 p.m. and 7 a.m. and a 5 dB penalty applied to the A-weighted sound levels occurring
during evening hours between 7 p.m. and 10 p.m.
3.1.8
Sound Propagation
When sound propagates over a distance, it changes in level and frequency content. The
manner in which noise reduces with distance depends on the factors described as follows.
3.1.8.1
Geometric Spreading
Sound from a localized source (i.e., a point source) propagates uniformly outward in a
spherical pattern. The sound level attenuates (or decreases) at a rate of 6 dB for each
doubling of distance from a point source. Roadways consist of several localized noise
sources on a defined path and hence can be treated as a line source, which approximates the
effect of several point sources. Noise from a line source propagates outward in a cylindrical
pattern, often referred to as cylindrical spreading. Sound levels attenuate at a rate of 3 dB for
each doubling of distance from a line source.
3.1.8.2
Ground Absorption
The propagation path of noise from a roadway to a receiver is usually very close to the
ground. Noise attenuation from ground absorption and reflective-wave canceling adds to the
attenuation associated with geometric spreading. Traditionally, the excess attenuation has
also been expressed in terms of attenuation per doubling of distance. This approximation is
usually sufficiently accurate for distances of less than 200 feet. For acoustically hard sites
(i.e., sites with a reflective surface between the source and the receiver, such as a parking lot
or body of water), no excess ground attenuation is assumed. For acoustically absorptive or
soft sites (i.e., sites with an absorptive ground surface such as soft dirt, grass, or scattered
bushes and trees between the source and the receiver), an excess ground-attenuation value of
1.5 dB per doubling of distance is normally assumed. When added to the cylindrical
spreading, the excess ground attenuation results in an overall drop-off rate of 4.5 dB per
doubling of distance.
3.1.8.3
Atmospheric Effects
Receptors located downwind from a source can be exposed to increased noise levels relative
to calm conditions, whereas locations upwind can have lowered noise levels. Sound levels
can increase at large distances (e.g., more than 500 feet) from a roadway because of
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atmospheric temperature inversion (i.e., increasing temperature with elevation). Other factors
such as air temperature, humidity, and turbulence can also have significant effects.
3.1.8.4
Shielding by Natural or Human-Made Features
A large object or barrier in the path between a noise source and a receiver can substantially
attenuate noise levels at the receiver. The amount of attenuation provided by shielding
depends on the size of the object and the frequency content of the noise source. Natural
terrain features (e.g., hills and dense woods) and human-made features (e.g., buildings and
walls) can substantially reduce noise levels. Walls are often constructed between a source
and a receiver specifically to reduce noise. A barrier that breaks the line of sight between a
source and a receiver will typically result in at least 5 dB of noise reduction. Taller barriers
provide increased noise reduction. Vegetation between a roadway and receiver is rarely
effective in reducing noise because it does not create a solid barrier.
3.2
Fundamental Concepts of Groundborne
Vibration
This section describes basic concepts related to groundborne vibration. In contrast to airborne
sound, groundborne vibration is not a phenomenon that most people experience every day.
The background vibration velocity level in residential areas is usually much lower than the
threshold of human perception. Most perceptible indoor vibration is caused by sources within
buildings, such as mechanical equipment operation, people moving, or doors slamming.
Typical outdoor sources of perceptible groundborne vibration are construction equipment,
steel-wheeled trains, and traffic on rough roads.
Construction activity can result in varying degrees of ground vibration depending on the
equipment and method used. Equipment such as air compressors, light trucks, and hydraulic
loaders generate little or no ground vibration. Pile drivers, vibratory compactors, and
demolition equipment have the potential to generate substantial vibration, which may present
a concern if close to buildings (Federal Transit Administration 2006).
Dynamic construction equipment such as pile drivers can create vibrations that radiate along
the surface and downward into the earth. These surface waves can be felt as groundborne
vibration. Vibration can result in effects ranging from annoying people to damaging
structures. Variations in geology and distance result in different vibration levels with
different frequencies and displacements. In all cases, vibration amplitudes will decrease with
increasing distance from the vibration source.
As vibration waves travel outward from a source, they excite the particles of rock and soil
through which they pass and cause them to oscillate. The actual distance that these particles
move is usually only a few ten-thousandths to a few thousandths of an inch. The rate or
velocity (in inches per second) at which these particles move is the commonly accepted
definition of the vibration amplitude, referred to as the peak particle velocity (PPV).
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Groundborne vibration can also be expressed in terms of root-mean-square (RMS) vibration
velocity to evaluate human response to vibration levels. RMS is defined as the average of the
squared amplitude of the vibration signal. The vibration amplitude is expressed in terms of
vibration decibels (VdB), which use a reference level of 1 micro-inch per second. Typical
background vibration levels are between 50 and 60 VdB. The threshold of perception for
most people is around 65 VdB. Vibration levels in the 70 to 80 VdB range are often
noticeable but acceptable. Typically, vibration levels must exceed 100 VdB before building
damage occurs. Historic structures, however, may have a damage threshold as low as 90
VdB.
The potential for annoyance and physical damage to buildings from vibration is the primary
issue associated with groundborne vibration. The human response to continuous groundborne
vibration is shown in Table 3-2.
Table 3-2. Human Response to Continuous Vibration from Traffic
Peak Particle Velocity (Inches/Second)
0.4–0.6
0.2
0.1
0.08
0.006–0.019
Source: Whiffen and Leonard 1971.
Human Response
Unpleasant
Annoying
Begins to annoy
Readily perceptible
Threshold of perception
Damage potential thresholds for vibration generated by construction activities are shown in
Table 3-3.
Table 3-3. Maximum Vibration Levels for Preventing Damage
Limiting Velocity
Building Category
(PPV in inches/ second)
Reinforced concrete, steel, or timber (no plaster)
0.5
Engineered concrete and masonry (no plaster)
0.3
Non-engineered timber and masonry buildings
0.2
Buildings extremely susceptible to vibration damage
0.12
PPV = peak particle velocity.
VdB = root-mean-square velocity in decibels (1 micro-inch/second).
Source: Federal Transit Administration 2006.
Approximate Maximum
Vibration Level (VdB)
102
98
94
90
At higher frequencies, groundborne vibration can be perceived as a noise source. At
sufficiently high amplitudes, propagation of vibration waves through the ground can cause
building elements to vibrate at a frequency that is audible to the human ear. Groundborne
noise could result in rattling of windows, walls, or other items coupled to building surfaces.
Groundborne vibration levels resulting in groundborne noise are often experienced as a
combination of perceptible vibration and low frequency noise.
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Land uses sensitive to groundborne vibration include places where people reside, schools,
libraries, and places of worship. Hospital operating rooms and certain types of industries that
use vibration-sensitive equipment are considered highly sensitive to groundborne noise and
vibration. Outdoor park facilities, such as picnic areas or athletic fields, are not considered
sensitive to groundborne noise or vibration.
The human response to different levels of groundborne noise and vibration is shown in
Table 3-4. Vibration levels with spectral components within the range of human hearing (30
and 60 Hz in the table) would produce the corresponding approximate A-weighted noise
levels. Thus, it is possible to experience vibrations as audible noise, even though physical
vibrations may not be detected.
Table 3-4. Human Response to Groundborne Noise
Vibration Low-Frequency
Velocity Noise Levela
(dBA)
(VdB)
65
25
75
35
85
45
Mid-Frequency
Noise Levelb
(dBA)
Human Response
40
Approximate threshold of perception for many humans. Lowfrequency sound usually inaudible; mid-frequency sound
excessive for quiet sleeping areas.
50
Approximate dividing line between barely perceptible and
distinctly perceptible. Many people find transit vibration at
this level annoying. Low-frequency noise acceptable for
sleeping areas; mid-frequency noise annoying in most quiet
occupied areas.
60
Vibration acceptable only for an infrequent number of events
per day. Low-frequency noise annoying for sleeping areas;
mid-frequency noise annoying for institutional land uses such
as schools and churches, even with infrequent events.
VdB = vibration decibel;
dBA = A-weighted decibel.
a
Approximate noise level when vibration spectrum peak is near 30 Hz.
b
Approximate noise level when vibration spectrum peak is near 60 Hz.
Source: Federal Transit Administration 2006.
3.3
Existing Noise Environment
A description of land uses affected by the Project Alternatives is provided in this section.
Land uses are described by intersection, and in terms of FTA Land Use Categories (Category
1, 2, and 3), which are listed as follows and described in greater detail in Section 3.1.1.4,
Federal Transit Administration Standards for Transit Noise.

Category 1: Tracts of land where quiet is an essential element in their intended purpose,
such as outdoor amphitheaters, concert pavilions, and national historic landmarks with
significant outdoor use.
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
Category 2: Residences and buildings where people normally sleep, including homes,
hospitals, and hotels.

Category 3: Institutional land uses (schools, places of worship, libraries) with use
typically during the daytime and evening. Other uses in this category can include medical
offices, conference rooms, recording studios, concert halls, cemeteries, monuments,
museums, historical sites, parks, and recreational facilities.
The eastern terminus of the Project analysis area is the Arena BRT Station in San José (near
the intersection of Cahill Street and The Alameda). The western terminus of the Project is
the Palo Alto Transit Center (near the intersection of University and El Camino Real). The
topography of the Project area is generally flat, and the Project corridor is at grade with West
Santa Clara Street, The Alameda, El Camino Real, and the surrounding terrain.
3.3.1
Land Uses
A field investigation was conducted to identify land uses that could be subject to operational
and construction noise impacts from the Project. Single-family residences, multi-family
apartment buildings, mixed-use development, and lodging facilities were identified as
Category 2 land uses in the area. Places of worship, schools, parks, athletic fields, and other
outdoor recreational uses were identified as Category 3 land uses. No Category 1 land uses
were identified.
In the noise analysis, the Project corridor was subdivided into 10 segments according to the
major arterials that intersect the Project corridor. The nomenclature for segments is based on
sequential numbering of the Project noise study area alignment from east to west (the study
area is defined as 250 feet from the Project corridor).
Segment 1: The Alameda – South Autumn Street to Interstate 880, San José
The first segment of the noise Project noise study area originates at the eastern terminus of
the Project corridor at the Arena, located just west of central San José, and extends to the
Interstate 880 (I-880) intersection. Land uses adjacent to the Project corridor include
residential, mixed-use development, lodging (Category 2), several places of worship, Hester
Elementary School, an outdoor playground (Category 3), and commercial uses.
Segment 2: The Alameda – Interstate 880 to El Camino Real/De La Cruz
Boulevard, San José/Santa Clara
The city boundary between San José and Santa Clara is located in this segment. Many of the
land uses in Segment 2 include athletic baseball and soccer fields, parks, and institutional
buildings associated with Santa Clara University (Category 3). There are also single-family
residences, a large condominium complex (Category 2), and commercial uses.
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Segment 3: El Camino Real – De La Cruz Boulevard to San Tomas Expressway,
Santa Clara
This segment is located in Santa Clara. Traveling west from De La Cruz Boulevard, land
uses adjacent to El Camino Real gradually transition to a setting that is more representative
of a commercial district. In addition to commercial uses, there are several hotels and a few
residential buildings (Category 2). Larry J. Marsalli Park at the eastern end of the segment
includes two baseball fields; the segment also includes Civic Center Park and Geoffrey
Goodfellow Sesquicentennial Park (Category 3).
Segment 4: El Camino Real – San Tomas Expressway to Lawrence Expressway,
Santa Clara
Segment 4 is located in Santa Clara. Land uses adjacent to El Camino Real consist primarily
of hotels (Category 2) and commercial uses.
Segment 5: El Camino Real – Lawrence Expressway to South Sunnyvale Avenue,
Santa Clara/Sunnyvale
The city boundary between Santa Clara and Sunnyvale is located in this segment. The land
uses in Segment 5 consist primarily of hotels (Category 2) and commercial uses. The
segment also contains a mobile home park, multi-family residential units, and mixed-use
development (Category 2).
Segment 6: El Camino Real – South Sunnyvale Avenue to SR 85,
Sunnyvale/Mountain View
The city boundary between Sunnyvale and Mountain View is located in this segment. The
area is primarily commercial, with some hotels, mixed-use development, and a large
apartment complex (Category 2). There is a landscaped area in front of the Sunnyvale
courthouse (Category 3) at the intersection of El Camino Real and South Mathilda Avenue.
Segment 7: El Camino Real – SR 85 to Miramonte Avenue, Mountain View
Segment 7 is located in Mountain View. There is a mobile home park with a swimming pool
(Category 2) that faces El Camino Real near the southwest quadrant of the SR 85 intersection
at El Camino Real. Although land uses along this segment are primarily commercial, several
apartment complexes and lodging facilities (Category 2) exist along the segment.
Segment 8: El Camino Real – Miramonte Avenue to San Antonio Road,
Mountain View/Los Altos
The city boundary between Mountain View and Los Altos is located in this segment. The
land use is primarily commercial, with a mix of lodging and multi-family residential use
(Category 2).
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Segment 9: El Camino Real – San Antonio Road to Page Mill Road, Los
Altos/Palo Alto
The city boundary between Los Altos and Palo Alto is located in this segment. The land use
is primarily commercial, with a mix of lodging and residential use (Category 2).
Segment 10: El Camino Real – Page Mill Road to University Avenue, Palo Alto
Segment 10 is located in Palo Alto and extends to the western terminus of the full buildout of
the Project near the Palo Alto Transit Center. The land use along this segment consists
primarily of single-family residences (Category 2). There is also a mix of commercial uses,
lodging facilities (Category 2), and places of worship (Category 3). Palo Alto elementary and
high schools and their associated athletic fields (Category 3) are adjacent to El Camino Real,
as are Stanford University athletic fields and areas of open space. The Lucile Packard
Children’s Hospital/Stanford University Medical Center complex is also located southwest of
the western terminus. The land use within 500 feet of the Palo Alto Transit Center consists of
commercial use and athletic fields.
The land use survey is summarized in Table 3-5.
As the first step in the noise and vibration analysis process, a screening analysis is conducted
using procedures in the FTA Manual to identify locations where a Project may cause noise
effects. In the screen analysis, receivers within the indicated screening distance of the Project
are identified. If no receivers are within the screening distance, the Project is unlikely to have
an adverse effect, and no further noise analysis is required. If receivers exist within the
screening distance, that distance defines the study area for the general and/or detailed noise
assessment. Using a screening distance of 250 feet for rapid transit with intervening buildings
on an exclusive roadway, the residential, transient-residential (Category 2), school, park,
recreational, and place-of-worship (Category 3) land use categories described above were
found to lie within the screening distance for the analysis. Therefore, an assessment of transit
noise is required.
3.3.2
Noise Monitoring Survey
The impact analysis in this report focuses on Category 2 and Category 3 receivers. Noise
measurement locations were selected to represent the noise-sensitive land uses adjacent to the
Project corridor. The existing noise environment in the area was characterized using longand short-term noise monitoring.
A field noise study was conducted to characterize day/night noise levels, residential and
lodging land uses, and outdoor areas of frequent human use. Long-term measurement sites
were selected to capture the diurnal noise level pattern from traffic at residential (Category 2)
land uses adjacent to El Camino Real. Short-term measurement locations were selected to
supplement long-term measurements at other residential land uses and lodging facilities
along the corridor as well as institutional uses (Category 3), parks, athletic fields, and
outdoor areas of frequent human use along major segments in the area.
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Table 3-5. Land Uses Adjacent to the El Camino Real Project Corridor
Segment #
1
2
3
4
5
SubSegment #
1-1
Street Name
The Alameda
1-2
City
San José
The Alameda
Segment
Arena/South Autumn Street to Martin
Avenue
Martin Avenue to Naglee Avenue
1-3
The Alameda
Naglee Avenue to West Hedding Street
San José
1-4
The Alameda
West Hedding Street to I-880
San José
2-1
The Alameda
I-880 to El Camino Real
2-2
El Camino Real
The Alameda to Campbell Avenue
San José, Santa
Clara
Santa Clara
2-3
El Camino Real
Campbell Avenue to Benton Street
Santa Clara
2-4
3-1
El Camino Real
El Camino Real
Benton Street to De La Cruz Boulevard
De La Cruz Boulevard to Lafayette Street
Santa Clara
Santa Clara
3-2
3-3
El Camino Real
El Camino Real
Lafayette Street to Monroe Street
Monroe Street to Lincoln Street
Santa Clara
Santa Clara
3-4
3-5
4-1
4-2
4-3
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
Santa Clara
Santa Clara
Santa Clara
Santa Clara
Santa Clara
5-1
5-2
El Camino Real
El Camino Real
Lincoln Street to Scott Boulevard
Scott Boulevard to San Tomas Expressway
San Thomas Expressway to Bowers Avenue
Bowers Avenue to Calabazas Boulevard
Calabazas Boulevard to Lawrence
Expressway
Lawrence Expressway to Henderson Avenue
Henderson Avenue to South Wolfe Road
5-3
5-4
El Camino Real
El Camino Real
South Wolfe Road to South Fair Oaks
South Fair Oaks to South Sunnyvale Avenue
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Santa Clara
Santa Clara,
Sunnyvale
Sunnyvale
Sunnyvale
Land Uses Identified in Segment
Mixed-use, residential, lodging,
commercial
Mixed-use, residential, Hester
Elementary School, commercial
Residential, commercial, recreational,
places of worship
Residential, commercial, places of
worship
Residential, commercial, lodging
Residential, Santa Clara University
athletic fields
Residential, commercial, Alumni Park,
Santa Clara University athletic fields
Residential, commercial
Larry J. Marsalli Park, ball fields,
lodging
Residential, commercial
Geoffrey Goodfellow Park, Civic
Center Park
Lodging, commercial
Lodging, commercial
Lodging, commercial
Lodging, commercial
Lodging, commercial
Lodging, commercial
Residential, lodging, commercial
Residential, lodging, commercial
Mixed-use, commercial
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Segment #
6
7
8
9
10
Chapter 3. Environmental Setting
SubSegment #
6-1
Street Name
El Camino Real
6-2
El Camino Real
6-3
El Camino Real
6-4
El Camino Real
6-5
El Camino Real
Segment
South Sunnyvale Avenue to South Mathilda
Avenue
South Mathilda Avenue to South Pastoria
Avenue
South Pastoria Avenue to South Mary
Avenue
South Mary Avenue to South Bernardo
Avenue
South Bernardo Avenue to SR 85
7-1
7-2
7-3
El Camino Real
El Camino Real
El Camino Real
SR 85 to Grant Avenue
Grant Avenue to Calderon Avenue
Calderon Avenue to Castro Street
7-4
8-1
8-2
8-3
El Camino Real
El Camino Real
El Camino Real
El Camino Real
Castro Street to Miramonte Avenue
Miramonte Avenue to El Monte Avenue
El Monte Avenue to South Rengstorff Road
South Rengstorff Road to San Antonio Road
9-1
9-2
El Camino Real
El Camino Real
San Antonio Road to Arastradero Road
Arastradero Road to El Camino Way
Mountain View
Mountain View
Mountain View
Mountain View, Los
Altos
Los Altos, Palo Alto
Palo Alto
9-3
9-4
10-1
10-2
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Way to Hansen Way
Hansen Way to Page Mill Road
Page Mill Road to South California Avenue
South California Avenue to Park Boulevard
Palo Alto
Palo Alto
Palo Alto
Palo Alto
10-3
El Camino Real
Park Boulevard to Embarcadero Road
Palo Alto
10-4
El Camino Real
Embarcadero Road to University
Avenue/Palo Alto Transit Center
Palo Alto
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City
Sunnyvale
Land Uses Identified in Segment
Residential, commercial, mixed use
Sunnyvale
Courthouse Park, commercial
Sunnyvale
Lodging, commercial
Sunnyvale
Commercial
Sunnyvale,
Mountain View
Mountain View
Mountain View
Mountain View
Residential, commercial, lodging
Residential, commercial, lodging
Residential, commercial, lodging
Second-row residential, Fairmont Park,
commercial
Residential, commercial, lodging
Lodging, commercial
Residential, lodging, commercial
Residential, lodging, commercial
Residential, lodging, commercial
Residential, lodging, commercial,
recreational
Residential, lodging, commercial
Lodging, commercial
Lodging, recreational, commercial
Residential, lodging, place of worship,
commercial
Residential, Palo Alto High School,
park, athletic fields
Lodging, hospital, park, commercial
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3.3.2.1
Chapter 3. Environmental Setting
Long-Term Measurements
Long-term monitoring was conducted at 10 locations using the following environmental
sound-level meters: Larson-Davis model 720 (serial numbers 0502 and 0506), Rion NA-21
(serial number 00676771), and Rion NA-22 (serial number 00773232). The long-term soundlevel data were collected over one 24-hour period at each site. Measurements were taken
from Monday June 10, 2013 to Friday June 14, 2013. The purpose of these measurements
was to quantify the day/night noise level (Ldn) and the daily trend in sound levels throughout
a 24-hour period and to identify the peak traffic noise hour or “loudest” hour associated with
the representative segment of El Camino Real. The results of these measurements were used
to describe existing Ldn noise exposure at buildings where people usually sleep and variations
in sound levels throughout the day.
Detailed hourly data and statistics for each long-term site are included in Appendix A. Longterm site locations are shown in Figure 3-1.
For long-term measurements, sound-level meters were locked in a case with the microphone
and windscreen connected via a microphone cable. The microphone was attached to a fence
or tree branch such that the microphone was approximately 5 feet above the ground. All
long-term measurement sites were located in first-row locations facing The Alameda or
El Camino Real; thus, traffic noise was a significant source of noise for all sites. Each site is
described below.
Long-term site LT-1 was installed near the intersection of The Alameda and Pershing
Avenue to represent mixed-use developments and the Hester Elementary School on the
segment of the Project corridor from South Autumn Street to I-880. The sound-level meter
was secured to a tree about 42 feet from the centerline of The Alameda. The day/night
average level at this site was 70.2 dBA Ldn, calculated from measured hourly Leq values. The
loudest hourly value measured was 75.2 dBA Leq(h), during the 7 a.m. hour. The quietest
hourly value was 54.6 dBA Leq(h) during the 3 a.m. hour.
Long-term site LT-2 was installed between the Stephen Schott Stadium ball fields and in line
with the roadway-facing façade of a condominium complex located at 431 El Camino Real,
Santa Clara, to represent residential, lodging, and school uses on the segment of the Project
corridor from I-880 to De La Cruz Boulevard. The sound-level meter was secured to a tree
about 72 feet from the centerline of El Camino Real. The day/night average level at this site
was 71.9 dBA Ldn, calculated from measured hourly Leq values. The loudest hourly value
measured was 71.2 dBA Leq(h), during the 8 a.m. hour. The quietest hourly value was 57.5
dBA Leq(h) during the 3 a.m. hour.
Long-term site LT-3 was installed at the Holiday Inn Express and Suites located at 1700 El
Camino Real, Santa Clara, to represent lodging, park, and residential uses on the segment of
the Project corridor from De La Cruz Boulevard to San Tomas Expressway. The sound-level
meter was secured to a tree about 76 feet from the centerline of El Camino Real. The
El Camino Real Bus Rapid Transit Project
3-13
August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Chapter 3. Environmental Setting
day/night average level at this site was 69.9 dBA Ldn, calculated from measured hourly Leq
values. The loudest hourly value measured was 69.6 dBA Leq(h), during the 5 p.m. hour. The
quietest hourly value was 55.5 dBA Leq(h) during the 3 a.m. hour.
Long-term site LT-4 was installed at the Quality Inn and Suites located at 2930 El Camino
Real, Santa Clara, to represent lodging uses on the segment of the Project corridor from San
Tomas Expressway to Lawrence Expressway. The sound-level meter was secured to a
signpost about 80 feet from the centerline of El Camino Real. The day/night average level at
this site was 66.1 dBA Ldn, calculated from measured hourly Leq values. The loudest hourly
value measured was 65.1 dBA Leq(h), during the 8 a.m. hour. The quietest hourly value was
50.5 dBA Leq(h) during the 3 a.m. hour.
Long-term site LT-5 was installed at the front façade of Trellis Square Apartments, located at
965 El Camino Real, Sunnyvale, to represent lodging, park, and residential uses on the
segment of the Project corridor from Lawrence Expressway to South Sunnyvale Avenue. The
sound-level meter was secured to a tree about 72 feet from the centerline of El Camino Real.
The day/night average level at this site was 70.0 dBA Ldn, calculated from measured hourly
Leq values. The loudest hourly value measured was 69.7 dBA Leq(h), during the 5 p.m. hour.
The quietest hourly value was 54.9 dBA Leq(h) during the 3 a.m. hour.
Long-term site LT-6 was installed in line with the front façade of Cherry Orchard
Apartments, located at 250 El Camino Real, Sunnyvale, to represent lodging, park, and
residential uses on the segment of the Project corridor from South Sunnyvale Avenue to SR
85. The sound-level meter was secured to a tree about 152 feet from the centerline of El
Camino Real. The day/night average level at this site was 63.2 dBA Ldn, calculated from
measured hourly Leq values. The loudest hourly value measured was 64.5 dBA Leq(h), during
the 12 p.m. hour. The quietest hourly value was 48.0 dBA Leq(h) during the 2 a.m. hour.
Long-term site LT-7 was installed near the entrance of Sahara Village Mobile Home Park,
located at 191 East El Camino Real, Mountain View, to represent lodging, residential, and
park uses on the segment of the Project corridor from SR 85 to Miramonte Avenue. The
sound-level meter was secured to a tree about 114 feet from the centerline of El Camino
Real. The day/night average level at this site was 65.9 dBA Ldn, calculated from measured
hourly Leq values. The loudest hourly value measured was 64.5 dBA Leq(h), during the 2 p.m.
hour. The quietest hourly value was 51.8 dBA Leq(h) during the 2 a.m. hour.
Long-term site LT-8 was installed near the entrance of Avalon Towers, located at 2400 West
El Camino Real, Mountain View, to represent residential and lodging uses on the segment of
the Project corridor from Miramonte Avenue to San Antonio Road. The sound-level meter
was secured to a tree about 98 feet from the centerline of El Camino Real. The day/night
average level at this site was 67.8 dBA Ldn, calculated from measured hourly Leq values. The
loudest hourly value measured was 75.0 dBA Leq(h), during the 7 a.m. hour. The quietest
hourly value was 53.6 dBA Leq(h) during the 2 a.m. hour.
El Camino Real Bus Rapid Transit Project
3-14
August 2014
ICF 00710.12
Ad
ob
eC
k
Mountain View
ni o Rd
S a n A nto
St
9-3-N
6-5-N
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82
7-2-S
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6-5-S
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Santa Clara
2-5-N
Transit Center
3-1-N
2-5-S
3-2-N
2-4-S 82
3-2-S
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vd
Ave
S an
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880
St
1-3-S
WT
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1-3-N
Stoc
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(Santa Clara Alum Rock
(SCAR) BRT Project)
Ave
Taylor/Naglee
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1-2-S
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1-4-S
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3-3-N
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280
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Pomer
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MATCH LINE—SEE ABOVE
7-2-N 7-1-N
Mir a
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5-2-S
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5-3-S
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5-1-N
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Bowers Ave
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Hen
Graphics … 00710.12 (12-10-2013)
y
Ave
7-3-N
7-4-S Castro
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Ro a
Los Altos
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7-4-N
8-1-S
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SW
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5-4-S
Ave
HollenbeckLT-6
5-4-N
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East Chann
6-2-N 6-1-N
S Fair Oaks
Ave
le Ave
S Mathilda
Ave
6-3-S
S Sunny va
S Pastoria
6-3-N
t hi
Santa Clara
Ca
Sunnyvale
Sunnyvale
W Evelyn Ave
Fo o
8-1-N
S Sp
Ant
Legend
Project Corridor
1-1-S Short-term Noise Monitoring Site
LT-1 Long-term Noise Monitoring Site
BRT Station (by El Camino Real BRT Project)
Optional BRT Station
BRT Station (by Other Projects)
Caltrain Corridor
Capitol Corridor
Escuela
MATCH LINE—SEE BELOW
S an
8-3-S 8-2-S
w
ay F
t hb
u
o
e
S Mary Av
El Camino Real 8-2-N
Showers
Calderon Ave
LT-8
Castro St
9-1-N
S Shoreline Blvd
Rd
Arastradero
9-1-S
W Evelyn Ave
S Bernardo
Laqunita Lk
Sunnyvale
Central Expy
Arastradero
Sh ow
er s D r
Channe
l
237
85
Escuela Ave
o Way
9-2-N
S Rengsdor f Rd
LT-9
El Camin
Stanfor
d
o Real
9-3-S
Ha n s e n
Way
ia Ave
Californ
Stanford University
El Camin
10-1-S 9-4-S
l Rd
B lv
California 10-1-N
LT-10 82
Permanente Ck
Par
k
Alma
Page M
il
10-3-N
d
Qurry Rd
Palm Dr
Churchill
Grant Rd
Palo Alto
101
nel
West Chan
Embarcadero
Bar
ron
Ck
Mata
dero
Ck
rc
hill Av
e
ba
Rd
Ck
ens
Stev
10-4-N
10-4-S
Em
ro
C hu rc
University Ave
e
ad
Sunnyvale
Palo Alto Transit
Center (existing)
0
0.5
1
1.5
2
Miles
Map sources: Roads: U.S. Census Bureau Tiger Line data, 2011.
Citiy limits: Parsons 2013.
Figure 3-1
Noise Monitoring Sites
El Camino Real Bus Rapid Transit Project
Santa Clara Valley Transportation Authority
Chapter 3. Environmental Setting
Long-term site LT-9 was installed in front of a tennis court near the entrance of the Driscoll
Place townhouse complex located on the 4100 block of El Camino Real, Palo Alto, to
represent residential and lodging uses on the segment of the Project corridor from San
Antonio Road to Page Mill Road. The sound-level meter was secured to a tree about 85 feet
from the centerline of El Camino Real. The day/night average level at this site was 66.9 dBA
Ldn, calculated from measured hourly Leq values. The loudest hourly value measured was
67.5 dBA Leq(h), during the 11 a.m. hour. The quietest hourly value was 51.3 dBA Leq(h)
during the 1 a.m. hour.
Long-term site LT-10 was installed in a residential subdivision located between Stanford
Avenue and Serra Street in Palo Alto to represent residential, lodging, recreational, place-ofworship, school, and park uses on the segment of the Project corridor from Page Mill Road to
University Avenue. The sound-level meter was secured to a chain link fence about 110 feet
from the centerline of El Camino Real. The day/night average level at this site was 65.4 dBA
Ldn, calculated from measured hourly Leq values. The loudest hourly value measured was
64.9 dBA Leq(h), during the 4 p.m. hour. The quietest hourly value was 52.4 dBA Leq(h)
during the 3 a.m. hour.
3.3.2.2
Short-Term Measurements
To supplement long-term monitoring, short-term monitoring was conducted at 60 locations
adjacent to El Camino Real using Larson Davis LD812 Precision Type 1 sound-level meters
(serial numbers 0239, 0430, 0432). Short-term monitoring locations are shown in Figure 3-1,
and field notes taken at site locations are included in Appendix B. Measurement sites were
selected to represent the noise-sensitive receiver location closest to El Camino Real in the
case of areas of outdoor use or the nearest alignment-facing building façades of residential
units and lodging facilities.
During the short-term measurements, the field staff attended each meter. At all locations,
noise levels were measured at a height of 5 feet above the ground and at least 10 feet from
structures. The selected sites were affected primarily by traffic noise, including bus traffic
from El Camino Real. At each measurement site, one or more noise measurements of 15
minutes in duration were taken. To describe day/night noise exposure at measurement sites
located at Category 2 receivers, the diurnal trend from the nearest long-term site along the
major segment of El Camino Real was applied to the short-term measurement site results. At
each site, a handwritten log was taken of Leq, Lmax, Lmin, L10, L33, L50, and L90 values
collected during the measurement period, and dominant noise sources observed during each
measurement period were identified in terms of time observed and noise level relative to
ambient traffic noise. Calibration of each meter was checked before and after use at each
measurement site using Larson Davis model CAL250 and model CAL200 calibrators.
Temperature, wind speed, and humidity were recorded manually during the short-term
monitoring session using a Kestrel 3000 portable weather station. During the short-term
measurements, weather conditions were consistent for the duration of the fieldwork, with
El Camino Real Bus Rapid Transit Project
3-15
August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Chapter 3. Environmental Setting
mostly clear skies and wind speeds low throughout the day, typically ranging from 0 to
5 miles per hour (mph). Measured temperatures were in the range of 65°F to 80°F (18°C to
27°C).
Table 3-6 summarizes the results of the short-term noise monitoring conducted in the area.
The short-term monitoring sites are shown in Figure 3-1. The dominant source of noise levels
in the community was automobile and bus traffic on the Project corridor.
3.3.2.3
Vibration Measurements
Vibration measurements were not conducted for the Project. Existing vibration sources in the
study area include motor vehicle traffic on West Santa Clara Street, The Alameda, El Camino
Real and other roadways.
El Camino Real Bus Rapid Transit Project
3-16
August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Chapter 3. Environmental Setting
Table 3-6. Summary of Short-Term Sound Measurements
Site
1-1-N
1-1-S
1-2-N
1-2-S
1-3-N
1-3-S
1-4-N
1-4-S
2-1-N
2-1-S
2-4-S
2-5-N
2-5-S
3-1-N
3-2-N
3-2-S
3-3-N
3-3-S
3-5-S
4-1-N
4-1-S
4-3-N
4-3-S
5-1-N
5-2-S
5-3-N1
5-3-N2
5-3-S
5-4-N
5-4-S
6-1-N
6-2-N
Land Use and Location
Lodging, 1041 The Alameda, San José
Lodging, 1050 The Alameda, San José
Playground, 1460 The Alameda, San José
Apartments, 1681 The Alameda, San José
Lodging, 1830 The Alameda, San José
Place of worship, 1146 University Avenue, San José
Place of worship, 1960 The Alameda, San José
Mixed use, 1929 The Alameda, San José
Apartments, 2078 The Alameda, San José
Lodging, 2155 The Alameda, San José
Residence, 553 Franklin Street, Santa Clara
Mixed use, 611 El Camino Real, Santa Clara
Residence, 610 El Camino Real, Santa Clara
Lodging, 859 El Camino Real, Santa Clara
Residence, 1171 El Camino Real, Santa Clara
Apartments, 1000 El Camino Real, Santa Clara
Civic Center Park, El Camino Real, Santa Clara
Apartments, 1450 El Camino Real, Santa Clara
Lodging, 2250 El Camino Real, Santa Clara
Lodging, 2515 El Camino Real, Santa Clara
Lodging, 2500 El Camino Real, Santa Clara
Lodging, 3477 El Camino Real, Santa Clara
Lodging, 3208 El Camino Real, Santa Clara
Lodging, 4341 El Camino Real, Santa Clara
Residential, 1008 East El Camino Real, Sunnyvale
Lodging, 711 East El Camino Real, Sunnyvale
Apartments, 621 East El Camino Real, Sunnyvale
Apartments, 874 East El Camino Real, Sunnyvale
Apartments, 555 East El Camino Real, Sunnyvale
Mixed use, 438 East El Camino Real, Sunnyvale
Mixed use, 303 West El Camino Real, Sunnyvale
Courthouse Park, West El Camino Real, Sunnyvale
El Camino Real Bus Rapid Transit Project
Land Use Category
2
2
3
2
2
3
3
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3-17
Start Time
6/10/2013 10:49 a.m.
6/10/2013 11:12 a.m.
6/10/2013 12:01 p.m.
6/11/2013 8:40 a.m.
6/11/2013 8:45 a.m.
6/11/2013 9:08 a.m.
6/11/2013 10:01 a.m.
6/11/2013 9:49 a.m.
6/11/2013 8:52 a.m.
6/11/2013 9:36 a.m.
6/11/2013 11:04 a.m.
6/11/2013 11:11 a.m.
6/11/2013 10:58 a.m.
6/11/2013 11:48 a.m.
6/12/2013 10:10 a.m.
6/12/2013 10:10 a.m.
6/12/2013 10:58 a.m.
6/12/2013 10:58 a.m.
6/13/2013 1:10 p.m.
6/12/2013 10:09 a.m.
6/12/2013 10:44 a.m.
6/12/2013 11:16 a.m.
6/12/2013 12:09 p.m.
6/12/2013 12:38 p.m.
6/12/2013 2:42 p.m.
6/12/2013 3:19 p.m.
6/13/2013 11:19 a.m.
6/12/2013 3:48 p.m.
6/13/2013 11:50 a.m.
6/13/2013 12:20 p.m.
6/12/2013 12:52 p.m.
6/12/2013 12:56 p.m.
Leq
63.7
59.8
65.3
64.8
65.3
64.1
66.6
64.8
64.6
68.4
54.4
64.1
68.6
61.5
67.7
68.8
64.9
68.8
67.0
63.4
62.0
62.0
61.3
69.6
65.9
61.3
60.3
66.2
58.4
60.5
64.9
61.0
Lmax
78.0
76.1
78.6
75.4
73.2
71.6
79.8
75.1
74.9
83.5
66.8
76.3
80.1
72.2
78.0
79.3
77.4
80.2
87.0
86.0
77.0
74.3
85.9
83.4
81.4
83.2
86.2
85.2
69.2
71.1
72.5
74.4
L33
62.8
59.9
65.8
65.4
66.2
64.6
67.1
65.1
65.1
68.6
53.6
63.1
68.8
61.5
67.7
68.4
64.9
68.4
65.3
62.9
61.1
61.6
62.1
69.8
65.5
60.5
60.8
66.4
58.6
60.3
65.6
60.9
L50
60.2
57.1
64.2
62.4
64.1
63.0
64.7
63.6
63.0
67.0
52.4
59.5
65.7
59.5
65.6
64.9
62.3
66.5
60.8
60.1
59.2
60.1
59.9
67.4
63.5
59.6
59.1
64.6
57.5
59.2
63.6
59.5
August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Chapter 3. Environmental Setting
Site
Land Use and Location
6-3-N
Lodging, 865 West El Camino Real, Sunnyvale
6-3-S
Lodging, 852 West El Camino Real, Sunnyvale
6-5-N
Apartments, 870 East El Camino Real, Mountain View
6-5-S
Lodging, 901 East El Camino Real, Mountain View
7-1-N
Lodging, 64 West El Camino Real, Mountain View
7-2-N
Mixed use, 100 West El Camino Real, Mountain View
7-2-S
Lodging, 93 West El Camino Real, Mountain View
7-3-N
Residential, 600 West El Camino Real, Mountain View
7-4-N
Lodging, 1012 West El Camino Real, Mountain View
7-4-S
Mixed use, 939 West El Camino Real, Mountain View
8-1-N
Mixed use, 1580 West El Camino Real, Mountain View
8-1-S
Lodging, 1561 West El Camino Real, Mountain View
8-2-N
Lodging, 1984 West El Camino Real, Mountain View
8-2-S
Mixed use, 2041 West El Camino Real, Mountain View
8-3-S
Apartments, 5100 El Camino Real, Los Altos
9-1-N
Lodging, 4345 El Camino Real, Los Altos
9-1-S
Lodging, 4238 El Camino Real, Palo Alto
9-2-N
Apartments, 4173 El Camino Real, Palo Alto
9-3-N
Lodging, 3945 El Camino Real, Palo Alto
9-3-S
Lodging, 3400 El Camino Real, Palo Alto
9-4-S
Lodging, 3200 El Camino Real, Palo Alto
10-1-N Apartments, 2701 El Camino Real, Palo Alto
10-1-S Playing fields, 2700 El Camino Real, Palo Alto
10-3-N Residence, 1621 El Camino Real, Palo Alto
10-4-N Lodging, 675 El Camino Real, Palo Alto
10-4-S Park/open space, University Avenue and El Camino Real, Palo Alto
a
Data not available for this site.
El Camino Real Bus Rapid Transit Project
3-18
Land Use Category
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
Start Time
6/13/2013 10:35 a.m.
6/13/2013 11:47 a.m.
6/13/2013 11:05 a.m.
6/12/2013 5:31 p.m.
6/11/2013 6:13 p.m.
6/10/2013 6:16 p.m.
6/10/2013 6:12 p.m.
6/13/2013 1:13 p.m.
6/11/2013 5:10 p.m.
6/11/2013 5:17 p.m.
6/11/2013 6:06 p.m.
6/11/2013 5:28 p.m.
6/11/2013 6:03 p.m.
6/11/2013 4:53 p.m.
6/11/2013 4:17 p.m.
6/10/2013 5:53 p.m.
6/10/2013 6:25 p.m.
6/10/2013 5:06 p.m.
6/10/2013 4:01 p.m.
6/10/2013 4:37 p.m.
6/10/2013 3:25 p.m.
6/10/2013 5:09 p.m.
6/10/2013 5:07 p.m.
6/10/2013 3:39 p.m.
6/10/2013 3:50 p.m.
6/10/2013 3:12 p.m.
Leq
58.5
57.1
60.0
61.5
63.0
67.4
65.4
60.0
66.7
66.6
69.5
69.3
65.3
64.3
69.3
63.8
62.3
58.8
63.0
56.4
66.2
69.5
59.1
65.5
68.2
65.0
Lmax
69.8
68.3
72.3
71.3
75.4
76.2
74.9
72.8
76.8
85.9
87.1
77.6
81.6
71.3
78.4
74.1
68.5
70.2
75.8
65.7
82.2
81.6
68.9
74.3
-- a
79.3
L33
58.4
57.0
60.0
61.6
63.2
68.4
66.3
59.0
67.2
64.8
69.6
70.2
65.3
65.2
70.5
64.7
63.3
58.9
63.1
57.0
66.7
69.4
58.9
66.3
-- a
64.8
L50
55.9
56.0
58.5
60.7
61.4
64.7
63.9
57.2
63.8
63.1
68.4
68.7
62.6
63.9
67.7
62.6
61.8
56.1
60.6
55.1
64.2
67.2
57.7
64.3
-- a
62.4
August 2014
ICF 00710.12
Chapter 4
Potential Impacts and Recommended Mitigation
4.1
4.1.1
Methodology
Methods for Identifying Land Uses and Selecting
Noise Measurement and Modeling Receiver Locations
A field investigation was conducted to identify land uses that could be subject to transit and
construction noise impacts from the Project. Although all developed land uses were
evaluated in this analysis, the focus was on outdoor locations of frequent human use,
institutional uses, and residential buildings in which people normally sleep.
4.1.2
Operational Noise
The noise and vibration assessments were conducted in accordance with the FTA Transit
Noise and Vibration Impact Assessment guidelines (described in Section 3.1.1.4). The FTA
Manual specifies that criteria are applied for a comparison between future Project noise and
existing noise, and not between future Project noise and projections of future “no-build”
noise exposure.
Following FTA guidelines, a screening assessment was conducted to select applicable
receptors that are located within the FTA screening distance of 250 feet of the alignment for
a busway with intervening buildings (described in Section 2.3.1, Land Uses). Receptors were
selected from land uses within this screening distance to represent sensitive land uses
identified along the corridor. Existing noise levels for receptor locations were taken from
results of the noise-monitoring program conducted in the area.
A general assessment was conducted to compute Project noise and vibration levels under
each of the Project alternatives. Project noise contributions from buses were calculated
using noise source levels for the general assessment, as outlined in the FTA Manual. The
proposed future BRT vehicle fleet is expected to consist of hybrid diesel-electric vehicles.
To create a conservative analysis, a diesel bus option was used in the noise modeling
because diesel buses would be the noisiest option among the FTA reference levels for bus
vehicle types. Project buses were assumed to operate at the posted speed limit of 35 mph.
Calculated Project noise levels were then compared with the “moderate impact” and
“severe impact” criteria based on the existing ambient conditions recorded for a given
receptor location.
4.1.3
Operational Vibration
Rubber tires and suspension systems of buses provide vibration isolation, so it is unusual for
buses to cause a significant amount of groundborne noise or vibration. When buses cause
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effects, such as rattling of windows, the source is almost always airborne noise. Perceptible
vibration from buses can result from bumps, potholes, gaps, or other disruptions in the
roadway surface or from the operation of buses inside or very close to buildings.
For projects that involve rubber-tire vehicles such as the Project BRT fleet, a vibration
impact is not likely except in certain situations. Three specific factors should be checked to
determine if there is a potential for vibration impact from BRT projects or any other projects
that involve rubber-tire vehicles.
1. Will there be expansion joints, speed bumps, or other design features that result in
unevenness in the road surface near vibration-sensitive buildings? Such irregularities can
result in perceptible groundborne vibration at distances up to 75 feet away.
2. Will buses, trucks, or other heavy vehicles be operating close to a sensitive building?
Research using electron microscopes and manufacturing of computer chips are examples
of vibration-sensitive activities.
3. Does the project include operation of vehicles inside or directly underneath buildings that
are vibration sensitive? Special considerations are often required for shared-use facilities
such as a bus station located inside an office building complex.
Projects that do not include any of those three conditions are exempt from vibration analysis.
Projects that do include one of the factors are then screened for distances from vibrationsensitive land uses. For bus projects, the vibration source must be a minimum of 100 feet
from Category 1 land uses and 50 feet from Category 2 land uses. No distances are specified
for Category 3.
None of these criteria apply to the Project. Therefore, no operational vibration impact is
likely under FTA criteria, and no further operational vibration analysis is required.
4.1.4
Construction Noise
Noise and vibration related to construction would result from operation of heavy equipment
needed to install transit stations and bulbouts associated with the Project.
The assessment of potential construction noise levels was based on methodology developed
by FTA (2006). Typical noise levels produced by equipment to be used during construction
of project features are summarized in Table 4-1. Individual types of construction equipment
are expected to generate maximum noise levels ranging from 80 to 89 dBA at a distance of
50 feet. The construction noise level at a given receiver depends on the type of construction
activity, the noise level generated by that activity, and the distance and shielding between the
activity and noise-sensitive receivers.
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Table 4-1. Construction Equipment Noise Emission Levels
Equipment
Grader
Jack Hammer
Bulldozers
Truck
Loader
Compactor
Backhoe
Crane
Roller
Paver
Brush Chipper
dBA = A-weighted decibel
Sources:
a
Federal Transit Administration 2006
b
Thalheimer 2000
c
Health and Safety Executive 2008.
Typical Noise Level (dBA)
50 feet from Source
85a
88a
85a
84b
85a
81a
82a
83a
74a
89a
88c
Utilization factors for construction noise are used in the analysis to describe source noise
levels in terms of Leq noise exposure, as outlined in the FTA guidelines for construction
noise. The Leq noise standard accounts for the energy average of noise over a specified
interval (e.g., 1 hour or 8 hours), so a utilization factor represents the amount of time a type
of equipment is used during the interval.
4.1.5
Construction Vibration
Vibration source levels for a variety of typical construction equipment types are shown in
Table 4-2. Source levels are shown in terms of PPV in inches per second and RMS velocity
in decibels (VdB) at 25 feet, based on FTA guidelines.
The potential for damage to adjacent architectural resources from Project-related construction
vibration was investigated, in addition to the modeled noise- and vibration-sensitive receivers
discussed above. Using assumptions provided by the Project engineers and the FTA
methodology, as outlined above, the potential for construction vibration damage to historic
structures was analyzed.
One building, the 1341–1345 The Alameda, San José property (referred to as the Hester
Public Market) appears to be eligible for the National Register of Historic Places (NRHP)
and/or the California Register of Historic Places (CRHP), at a local level of significance. In
addition, the San José Underpass (Caltrans Bridge No. 37-0045) is listed in the NRHP as a
contributor to the Southern Pacific Railroad Depot Historic District.
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Table 4-2. Typical Construction Equipment Vibration Levels
Equipment
Pile Driver (Impact)
Pile Driver (Vibratory)
Clam Shovel Drop (Slurry Wall)
Hydromill (Slurry Wall)
PPV at 25 feet (in/sec)
1.518
0.644
0.734
0.170
0.202
0.008
0.017
Upper range
Typical
Upper range
Typical
—
In soil
In rock
Lv at 25 feet (approx.)a
112
104
105
93
94
66
75
Vibratory Roller
—
0.210
Hoe Ram
—
0.089
Large Bulldozer
—
0.089
Caisson Drilling
—
0.089
Loaded Trucks
—
0.076
Jackhammer
—
0.035
Small Bulldozer
—
0.003
a
Root mean square (RMS) velocity in decibels (VdB) reference 1 micro-inch per second.
Source: Federal Transit Administration 2006.
4.2
94
87
87
87
86
79
58
Impact Criteria
The Project corridor passes through several cities. Many of these jurisdictions have noise
standards that relate to land use compatibility with transportation noise sources (e.g., traffic,
rail, and aircraft). Noise from transportation sources is controlled at the federal level, not at
the local level. Consequently, local noise ordinances do not apply to transportation sources
but, rather, to non-transportation sources such as construction equipment. In all of these
jurisdictions, noise from construction activities is exempt from noise ordinance standards,
and in such cases, no enforceable numerical noise level limits can be applied during the hours
indicated in the applicable ordinance.
4.2.1
Construction Noise
Based on FTA guidance a noise impact due to construction noise is considered to occur if
construction equipment exceeds 80 dBA Leq (8 hours) at a residential location between the
hours of 7 a.m. and 10 p.m. or 70 dBA Leq (8 hours) between the hours of 10 p.m. and 7 a.m.
4.2.2
Construction Vibration
A vibration impact due to construction is considered to occur if vibration levels from
construction equipment are perceptible at a receiving residential use (i.e., 75 VdB, described
as the annoyance impact criterion for occasional events at Category 2 land uses, as found in
Table 2-2). A vibration impact potentially resulting in building damage could occur at a PPV
of 0.20 inch per second. This is based on the FTA criterion for fragile buildings.
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4.2.3
Chapter 4. Potential Impacts and Recommended Mitigation
Operations Noise
A noise impact due to the Project is considered to occur at a receptor location if the Projectrelated noise exposure for the applicable land use category of the receptor (Category 1, 2, or
3) equals or exceeds the FTA criterion for “moderate impact” or “severe impact” indicated in
Figure 2-1, based on the existing noise exposure for the receptor. These criteria are described
in detail in Section 3.1.1.4.
4.3
4.3.1
Potential Impacts and Mitigation
Construction Noise
Potential worst-case equipment noise levels from construction of Project components were
evaluated by combining the noise levels of up to six of the loudest pieces of equipment that
would most likely operate at the same time during a given phase of construction. Detailed
noise levels by construction phase are shown in Appendix C. Assuming utilization factors of
between 20 and 50 percent, depending on the type of equipment used, the loudest noise level
in terms of noise exposure over an 8-hour period would occur during the paving phase, with
an overall noise level of 88 dBA Leq (8 hours). Estimated loudest-case construction noise
levels as a function of distance, based on attenuation over hard (i.e., acoustically reflective)
ground, are shown in Table 4-3.
Although equipment will operate in many different areas as the Project is constructed, the
highest noise levels are expected at those sites where the duration and intensity of
construction activities would be greatest. The work areas for the paving phase of the Project
would extend through several residential areas and communities adjacent to El Camino Real.
Although this assessment includes daytime and nighttime construction noise estimates,
construction would occur primarily during daytime hours when such activities are exempt
from applicable local noise limits. However, construction may occur before 8 a.m. or after
5:30 p.m. on weekdays.
As shown in Table 4-4, noise from construction activities is predicted to exceed the FTA
daytime construction noise criterion at nearby residences, lodging facilities, schools, and
outdoor parks located within 120 feet of construction areas. The FTA nighttime noise
criterion would be exceeded at a distance of up to 400 feet from construction areas.
Construction noise levels would be similar across Project Alternatives 2, 3 (3a and 3b), and
4 (4a, 4b, and 4c). In areas where BRT stations would be constructed as bulbouts, as
specified in mixed-flow conditions, noise levels would be higher at receiver locations
adjacent to the near lanes where the stations would be built because the distance between
source and receiver would be shorter than for construction areas for dedicated-lane stations.
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Table 4-3. Construction Equipment Noise Levels by Distance during the Paving Phase
(loudest case)
Maximum Sound Level
Source Data
at 50 feet (dBA)
Paving
Asphalt Paver
89
Tandem Roller
74
Roller
74
Pneumatic Wheel
85
All Sources Combined – Leq sound level (dBA) at 50 feet =
Distance Between Source
and Receiver (feet)
50
60
70
80
100
120
150
200
250
300
350
400
500
600
800
1,000
2,000
3,000
4,000
5,000
Utilization Factor
50%
50%
50%
50%
Leq Sound Level
(dBA)
86
71
71
82
88
Calculated Leq Sound
Level (dBA)
88
86
85
84
82
80
78
76
74
72
71
70
68
66
64
62
56
52
50
48
Calculations based on Federal Transit Administration 2006 and Thalheimer 2000.
Note: This calculation does not include the effects, if any, of local shielding from walls, topography, or other
barriers that may reduce sound levels further.
Although construction of the entire Project is scheduled to take up to 2 years to complete,
construction at a given location for each phase of the Project would be intermittent and short
term. Noise related to construction of the Project would cease once the Project is complete.
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Table 4.11-9. Calculated Noise Levels during Construction of Project Features
Receiver
Name
Land Use
Category
Description/notes
Location
Near
Lane
Construction
Distance Noise Level Daytime Nighttime
(ft)
(8-hour Leq) Impact? Impact?
Daytime
Impact
Contour
Distance
(ft)
Nighttime
Impact
Contour
Distance
(ft)
1-1-N
2 - Nighttime Use
Lodging, 1041 The Alameda, San José
The Alameda
25
94
Yes
Yes
120
400
1-1-S
2 - Nighttime Use
Lodging, 1050 The Alameda, San José
The Alameda
50
88
Yes
Yes
120
400
LT-1
2 - Nighttime Use
Mixed use, Alameda/Pershing Avenue, San José
The Alameda
35
91
Yes
Yes
120
400
1-2-N
3 - Institutional
Use
Playground, 1460 The Alameda, San José
The Alameda
40
90
Yes
Yes
120
400
1-2-S
2 - Nighttime Use
Apartments, 1681 The Alameda, San José
The Alameda
65
86
Yes
Yes
120
400
1-3-N
2 - Nighttime Use
Lodging, 1830 The Alameda, San José
The Alameda
40
90
Yes
Yes
120
400
1-3-S
3 - Institutional
Use
Place of Worship, 1146 University Avenue, San
José
The Alameda
80
84
Yes
Yes
120
400
1-4-N
3 - Institutional
Use
Place of Worship, 1960 The Alameda, San José
The Alameda
60
86
Yes
Yes
120
400
1-4-S
2 - Nighttime Use
Mixed use, 1929 The Alameda, San José
The Alameda
70
85
Yes
Yes
120
400
2-1-N
2 - Nighttime Use
Apartments, 2078 The Alameda, San José
The Alameda
70
85
Yes
Yes
120
400
2-1-S
2 - Nighttime Use
Lodging, 2155 The Alameda, San José
The Alameda
35
91
Yes
Yes
120
400
LT-2
2 - Nighttime Use
Apartments, 431 El Camino Real, Santa Clara
El Camino Real
45
89
Yes
Yes
120
400
2-4-S
2 - Nighttime Use
Residence, 553 Franklin Street, Santa Clara
El Camino Real
85
83
Yes
Yes
120
400
2-5-N
2 - Nighttime Use
Mixed use, 611 El Camino Real, Santa Clara
El Camino Real
100
82
Yes
Yes
120
400
2-5-S
2 - Nighttime Use
Residence, 610 El Camino Real, Santa Clara
El Camino Real
50
88
Yes
Yes
120
400
3-1-N
2 - Nighttime Use
Lodging, 859 El Camino Real, Santa Clara
El Camino Real
60
86
Yes
Yes
120
400
3-2-N
2 - Nighttime Use
Residence, 1171 El Camino Real, Santa Clara
El Camino Real
65
86
Yes
Yes
120
400
3-2-S
2 - Nighttime Use
Apartments, 1000 El Camino Real, Santa Clara
El Camino Real
70
85
Yes
Yes
120
400
3-3-N
3 - Institutional
Use
Civic Center Park, El Camino Real, Santa Clara
El Camino Real
80
84
Yes
Yes
120
400
3-3-S
2 - Nighttime Use
Apartments, 1450 El Camino Real, Santa Clara
El Camino Real
55
87
Yes
Yes
120
400
LT-3
2 - Nighttime Use
Lodging, 1700 El Camino Real, Santa Clara
El Camino Real
65
86
Yes
Yes
120
400
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Receiver
Name
Land Use
Category
Description/notes
Location
3-5-S
2 - Nighttime Use
Lodging, 2250 El Camino Real, Santa Clara
El Camino Real
Near
Lane
Construction
Distance Noise Level Daytime Nighttime
(ft)
(8-hour Leq) Impact? Impact?
70
85
Yes
Yes
Daytime
Impact
Contour
Distance
(ft)
120
Nighttime
Impact
Contour
Distance
(ft)
400
4-1-N
2 - Nighttime Use
Lodging, 2515 El Camino Real, Santa Clara
El Camino Real
95
82
Yes
Yes
120
400
4-1-S
2 - Nighttime Use
Lodging, 2500 El Camino Real, Santa Clara
El Camino Real
80
84
Yes
Yes
120
400
LT-4
2 - Nighttime Use
Lodging, 2930 El Camino Real, Santa Clara
El Camino Real
70
85
Yes
Yes
120
400
4-3-N
2 - Nighttime Use
Lodging, 3477 El Camino Real, Santa Clara
El Camino Real
80
84
Yes
Yes
120
400
4-3-S
2 - Nighttime Use
Lodging, 3208 El Camino Real, Santa Clara
El Camino Real
80
84
Yes
Yes
120
400
5-1-N
2 - Nighttime Use
Lodging, 4341 El Camino Real, Santa Clara
El Camino Real
50
88
Yes
Yes
120
400
5-2-S
2 - Nighttime Use
Residential, 1008 East El Camino Real,
Sunnyvale
El Camino Real
60
86
Yes
Yes
120
400
LT-5
2 - Nighttime Use
Apartments, 965 East El Camino Real, Sunnyvale El Camino Real
65
86
Yes
Yes
120
400
5-3-N1
2 - Nighttime Use
Lodging, 711 East El Camino Real, Sunnyvale
El Camino Real
120
80
Yes
Yes
120
400
5-3-N2
2 - Nighttime Use
Apartments, 621 East El Camino Real, Sunnyvale El Camino Real
95
82
Yes
Yes
120
400
5-3-S
2 - Nighttime Use
Apartments, 874 East El Camino Real, Sunnyvale El Camino Real
70
85
Yes
Yes
120
400
5-4-N
2 - Nighttime Use
Apartments, 555 East El Camino Real, Sunnyvale El Camino Real
145
79
No
Yes
120
400
5-4-S
2 - Nighttime Use
Mixed use, 438 East El Camino Real, Sunnyvale
El Camino Real
140
79
No
Yes
120
400
LT-6
2 - Nighttime Use
Apartments, 250 West El Camino Real,
Sunnyvale
El Camino Real
140
79
No
Yes
120
400
6-1-N
2 - Nighttime Use
Mixed use, 303 West El Camino Real, Sunnyvale El Camino Real
90
83
Yes
Yes
120
400
6-2-N
3 - Institutional
Use
Courthouse Park, West El Camino Real,
Sunnyvale
El Camino Real
80
84
Yes
Yes
120
400
6-3-N
2 - Nighttime Use
Lodging, 865 West El Camino Real, Sunnyvale
El Camino Real
125
80
Yes
Yes
120
400
6-3-S
2 - Nighttime Use
Lodging, 852 West El Camino Real, Sunnyvale
El Camino Real
80
84
Yes
Yes
120
400
6-5-N
2 - Nighttime Use
Apartments, 870 East El Camino Real, Mountain El Camino Real
View
115
81
Yes
Yes
120
400
6-5-S
2 - Nighttime Use
Lodging, 901 East El Camino Real, Mountain
View
El Camino Real
135
79
No
Yes
120
400
LT-7
2 - Nighttime Use
Residential, 191 East El Camino Real, Mountain
View
El Camino Real
100
82
Yes
Yes
120
400
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Receiver
Name
Land Use
Category
7-1-N
Chapter 4. Potential Impacts and Recommended Mitigation
Near
Lane
Construction
Distance Noise Level Daytime Nighttime
(ft)
(8-hour Leq) Impact? Impact?
Daytime
Impact
Contour
Distance
(ft)
Nighttime
Impact
Contour
Distance
(ft)
Description/notes
Location
2 - Nighttime Use
Lodging, 64 West El Camino Real, Mountain
View
El Camino Real
100
82
Yes
Yes
120
400
7-2-N
2 - Nighttime Use
Mixed use, 100 West El Camino Real, Mountain
View
El Camino Real
95
82
Yes
Yes
120
400
7-2-S
2 - Nighttime Use
Lodging, 93 West El Camino Real, Mountain
View
El Camino Real
95
82
Yes
Yes
120
400
7-3-N
2 - Nighttime Use
Residential, 600 West El Camino Real, Mountain El Camino Real
View
105
82
Yes
Yes
120
400
7-4-N
2 - Nighttime Use
Lodging, 1012 West El Camino Real, Mountain
View
El Camino Real
55
87
Yes
Yes
120
400
7-4-S
2 - Nighttime Use
Mixed use, 939 West El Camino Real, Mountain
View
El Camino Real
50
88
Yes
Yes
120
400
8-1-N
2 - Nighttime Use
Mixed use, 1580 West El Camino Real,
Mountain View
El Camino Real
50
88
Yes
Yes
120
400
8-1-S
2 - Nighttime Use
Lodging, 1561 West El Camino Real, Mountain
View
El Camino Real
75
84
Yes
Yes
120
400
8-2-N
2 - Nighttime Use
Lodging, 1984 West El Camino Real, Mountain
View
El Camino Real
55
87
Yes
Yes
120
400
8-2-S
2 - Nighttime Use
Mixed use, 2041 West El Camino Real,
Mountain View
El Camino Real
105
82
Yes
Yes
120
400
LT-8
2 - Nighttime Use
Apartments, 2400 West El Camino Real,
Mountain View
El Camino Real
95
82
Yes
Yes
120
400
8-3-S
2 - Nighttime Use
Apartments, 5100 El Camino Real, Los Altos
El Camino Real
80
84
Yes
Yes
120
400
9-1-N
2 - Nighttime Use
Lodging, 4345 El Camino Real, Los Altos
El Camino Real
65
86
Yes
Yes
120
400
9-1-S
2 - Nighttime Use
Lodging, 4238 El Camino Real, Palo Alto
El Camino Real
60
86
Yes
Yes
120
400
9-2-N
2 - Nighttime Use
Apartments, 4173 El Camino Real, Palo Alto
El Camino Real
90
83
Yes
Yes
120
400
LT-9
2 - Nighttime Use
Residential, 4100 block El Camino Real, Palo
Alto
El Camino Real
70
85
Yes
Yes
120
400
9-3-N
2 - Nighttime Use
Lodging, 3945 El Camino Real, Palo Alto
El Camino Real
50
88
Yes
Yes
120
400
9-3-S
2 - Nighttime Use
Lodging, 3400 El Camino Real, Palo Alto
El Camino Real
65
86
Yes
Yes
120
400
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Chapter 4. Potential Impacts and Recommended Mitigation
Receiver
Name
Land Use
Category
Description/notes
Location
9-4-S
2 - Nighttime Use
Lodging, 3200 El Camino Real, Palo Alto
El Camino Real
Near
Lane
Construction
Distance Noise Level Daytime Nighttime
(ft)
(8-hour Leq) Impact? Impact?
65
86
Yes
Yes
Daytime
Impact
Contour
Distance
(ft)
120
Nighttime
Impact
Contour
Distance
(ft)
400
10-1-N
2 - Nighttime Use
Apartments, 2701 El Camino Real, Palo Alto
El Camino Real
55
87
Yes
Yes
120
400
10-1-S
3 - Institutional
Use
Playing Fields, 2700 El Camino Real, Palo Alto
El Camino Real
140
79
No
Yes
120
400
LT-10
2 - Nighttime Use
Residential, Stanford Avenue, Palo Alto
El Camino Real
95
82
Yes
Yes
120
400
10-3-N
2 - Nighttime Use
Residence, 1621 El Camino Real, Palo Alto
El Camino Real
80
84
Yes
Yes
120
400
10-4-N
2 - Nighttime Use
Lodging, 675 El Camino Real, Palo Alto
El Camino Real
35
91
Yes
Yes
120
400
10-4-S
3 - Institutional
Use
Park/Open Space, University & El Camino Real,
Palo Alto
El Camino Real
60
86
Yes
Yes
120
400
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4.3.2
Chapter 4. Potential Impacts and Recommended Mitigation
Construction Vibration
Construction of the Project would result in temporary vibration along the alignment from use
of heavy equipment and machinery. The vibration levels from construction activities were
estimated using equipment data described in Section 4.1.6. Results are summarized in Table
4-5.
Table 4-5. Construction Equipment Vibration Levels by Distance
Bulldozer
Vibratory Roller
Truck
Distance (feet)
VdBa
PPVb
VdBa
PPVb
VdBa
PPVb
10
99
0.352
106
0.830
98
0.300
15
94
0.191
101
0.452
92
0.164
20
90
0.124
97
0.293
88
0.106
25
87
0.089
94
0.210
86
0.076
30
85
0.068
92
0.160
83
0.058
35
83
0.054
90
0.127
81
0.046
40
81
0.044
88
0.104
79
0.038
45
79
0.037
87
0.087
78
0.031
50
78
0.031
85
0.074
77
0.027
55
77
0.027
84
0.064
75
0.023
60
76
0.024
83
0.056
74
0.020
63
75
0.022
82
0.052
74
0.019
65
74
0.021
82
0.050
73
0.018
70
74
0.019
81
0.045
72
0.016
75
73
0.017
80
0.040
71
0.015
80
72
0.016
79
0.037
70
0.013
85
71
0.014
78
0.033
70
0.012
90
70
0.013
78
0.031
69
0.011
95
70
0.012
77
0.028
68
0.010
100
69
0.011
76
0.026
68
0.010
110
68
0.010
75
0.023
66
0.008
120
67
0.008
74
0.020
65
0.007
130
65
0.008
73
0.018
64
0.006
140
65
0.007
72
0.016
63
0.006
150
64
0.006
71
0.014
62
0.005
a
RMS Velocity Level re 1 micro-inch/second
b
Damage assessment criterion based on non-engineered timber and masonry buildings; Peak particle velocity,
inch/second
Calculations based on Federal Transit Administration 2006.
Groundborne vibration from construction activities may periodically exceed the FTA vibration
criterion at nearby residences, lodging facilities, and schools located within 110 feet of
construction areas. As shown in Table 4-5, vibration levels from operation of a vibratory roller
would exceed the FTA vibration criterion of 75 VdB at a distance of 110 feet, while operation
of a bulldozer would exceed the criterion at a distance of 63 feet. Vibration levels from a
El Camino Real Bus Rapid Transit Project
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Santa Clara Valley Transportation Authority
Chapter 4. Potential Impacts and Recommended Mitigation
vibratory roller would exceed the criterion for building damage at a distance of 25 feet. The
potential for perceptible vibration from construction within building structures is unlikely and
would occur only during short intervals when equipment is operated near structures.
As discussed in Section 4.1.5, Construction Vibration, the Hester Public Market appears to
be eligible for listing in NRHP and the CRHP at a local level of significance. In addition, the
San José Underpass (Caltrans Bridge No. 37- 0045) is listed in the NRHP as a contributor to
the Southern Pacific Railroad Depot Historic District. No construction activity is expected
near the San José Underpass. Construction of the Race/Julian BRT station, however, is
planned in front of the Hester Public Market and vibration-generating activities could occur
within about 13 feet of the face of the building. The results in Table 4-5 indicate that
construction-induced vibration could exceed 0.2 inches/second at the building, which
indicates that there is potential for Project construction to result in vibration impacts.
In terms of equipment used, vibration levels from construction would be similar across
Project Alternatives 2, 3, and 4. Potential vibration levels would be highest in mixed flow
segments, where curbside bulbout stations are proposed. Vibration levels would be lower in
dedicated lane segments, where much of the paving and station construction would occur in
lanes adjacent to the median at a greater distance from building structures along El Camino
Real.
4.3.3
Operational Noise
Improvements proposed to BRT service (Rapid 522) under the Santa Clara-Alum Rock (SCAR)
project are projected to increase bus volumes from 144 round trips along the El Camino Real
Project corridor to 162 round trips by 2018. Project Alternative 1 (No-Build Alternative),
assumes that this increase in bus service would also occur under the SCAR project. Under Build
Alternative 2, new BRT stations would be built but there would be no dedicated lanes for BRT
service. Under all options for Alternatives 3 and 4, the existing landscaped median and portions
of two inside traffic lanes (one lane in each direction) would be converted to dedicated lanes of
varying distances (refer to Section 1.2, Project Description, for a discussion of alternative
configurations). Headways of 15 minutes for existing Rapid 522 bus service would reduce to 10
minutes during daytime hours; Local 22 service would change from every 12 minutes to every
15 minutes.
An operational noise assessment was conducted using noise exposure source levels and
computations specified in the FTA Manual. The proposed future BRT vehicle fleet would
consist of hybrid diesel-electric vehicles. For a more conservative analysis, diesel bus source
levels were used because hybrid source levels are unknown, and diesel buses have the highest
source level noise emissions. Project buses were assumed to operate at the proposed speed limit
of 35 mph.
Increases in BRT service would result in 18 added round trips per day. Given the distribution
of existing vehicle trips during daytime (7 a.m. to 10 p.m.) and nighttime (10 p.m. to 7 a.m.)
El Camino Real Bus Rapid Transit Project
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Chapter 4. Potential Impacts and Recommended Mitigation
service, it was assumed the Project would add one vehicle in each direction during a typical
daytime hour and one vehicle during a typical nighttime hour.
Calculated noise levels were then compared with existing noise levels to determine whether
Project-related noise exposure at Category 2 or Category 3 receptor locations would result in
an exceedance of FTA noise impact criteria of “moderate impact” or “severe impact.”
Two scenarios were analyzed in the following tables: buses operating in mixed-flow traffic
and buses operating in dedicated lanes. At a given receptor location along the alignment, the
additional noise exposure from operating BRT traffic would occur under one of these
scenarios for each of the Project Alternatives. Noise levels were calculated according to the
estimated vehicle distance from mixed-flow lanes or dedicated lanes to sensitive receptors.
Noise level calculations under the mixed-flow scenario are shown in Table 4-6 and under the
dedicated lane scenario in Table 4-7. The results indicate that no noise impacts due to added
BRT service along the El Camino Real Project corridor are anticipated under either operating
scenario. These results are depicted graphically to compare predicted Project noise exposure
with FTA criteria (Figures 4-1 and 4-2).
4.4
Mitigation Measures
The measures below are available to reduce noise and vibration effects due to construction.
Mitigation Measure NV-1: Employ Noise-Reducing Practices during Construction
During construction, VTA will employ best practices to reduce construction noise at
noise-sensitive land uses to ensure that construction noise levels do not exceed 80 dBA
Leq (8 hours) during daytime hours (7 a.m. to 10 p.m.) and 70 dBA Leq (8 hours) during
nighttime hours (10 p.m. to 7 a.m.).
Measures that can be used to limit construction noise include but are not limited to the
following:

Limiting noise-generating construction operations to the hours of 7 a.m. to 5:30 p.m.
Monday through Friday and minimizing construction activities during nights,
weekends, and holiday periods.

Choosing haul routes and conducting loading and unloading operations to minimize
noise in residential and other sensitive areas.

Locating stationary equipment (e.g., generators, compressors, rock crushers, cement
mixers, idling trucks) as far as possible from noise-sensitive land uses.

Prohibiting gasoline or diesel engines from having unmuffled exhaust.
El Camino Real Bus Rapid Transit Project
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Santa Clara Valley Transportation Authority
Chapter 4. Potential Impacts and Recommended Mitigation

Requiring that all construction equipment powered by gasoline or diesel engines have
sound-control devices that are at least as effective as those originally provided by the
manufacturer and that all equipment be operated and maintained to minimize noise
generation.

Preventing excessive noise by shutting down idle vehicles or equipment.
Mitigation Measure NV-2: Prior to Construction, Initiate a Complaint/Response
Tracking Program
Prior to construction, VTA will make a construction schedule available to residents living
in the vicinity of the construction areas and designate a noise disturbance coordinator.
The coordinator will be responsible for responding to complaints regarding construction
noise, determine the cause of the complaint, and ensure that reasonable measures are
implemented to correct the problem when feasible. A contact telephone number for the
noise disturbance coordinator will be conspicuously posted on construction site fences
and included in the notification of the construction schedule.
Mitigation Measure NV-3: Employ Vibration-Reducing Practices during
Construction
During construction, VTA will employ best practices to reduce construction vibration at
adjacent buildings such that vibration at the building facades does not exceed 0.2 inches
per second. Measures that can be used to limit construction vibration include but are not
limited to the following:

Locating high vibration generating equipment as far as possible from buildings

Employing alternative non-impact equipment
A vibration control plan will be prepared which will describe the specific methods that
the contractor will use to control vibration. Because of the historic status of the 13711341-45 The Alameda “Hester Public Market” (eligible for the NHRP) the plan will
provide additional detail on how construction vibration near this building will be
addressed.
For the Hester Public Market the plan will require:

A pre-construction survey of the building to document pre-existing damage such as
plaster cracks, shifted foundation, and concrete cracks.

Real time monitoring of ground vibration at the front of the building and a course of
action in the event the vibration exceeds 0.2 inches/second.
A designated complaint coordinator will be responsible for handling and responding to
any complaints received during such periods of construction. A reporting program
will be required that documents complaints received, actions taken, and the
effectiveness of these actions in resolving disputes.
El Camino Real Bus Rapid Transit Project
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ICF 00710.12
20
Note:
Noise exposure is in
terms of Leq(h) for
Category 1 land uses,
Ldn for Category 2
Noise Exposure Increase, Category 1 and 2 Land uses (dB)
Severe
15
Moderate
10
5
No Impact
0
Graphics … 00710.12 (4-14-2014)
40
45
50
55
60
65
70
75
80
ExisƟŶŐ Noise Exposure (dBA)
Project predicted noise levels at evaluated receptor locations
Figure 4.11-4
Operations Results Relative to FTA Noise Level Increase Criteria
El Camino Real Bus Rapid Transit Project
85
80
Note:
Noise exposure
is in terms of
Leq(h) for
Category 1 and 3
land uses, Ldn
for Category 2
land uses.
80
75
70
Severe
65
70
60
65
Moderate
55
60
50
55
Project Noise Exposure, Category 3 Land uses (dBA)
Project Noise Exposure, Category 1 and 2 Land uses (dBA)
75
No Impact
50
45
45
Graphics … 00710.12 (4-14-2014)
40
40
45
50
55
60
65
70
75
80
ExisƟŶŐ Noise Exposure (dBA)
Project predicted noise levels at evaluated receptor locations
Figure 4.11-3
Operations Results Relative to FTA Project Noise Exposure Impact Criteria
El Camino Real Bus Rapid Transit Project
Santa Clara Valley Transportation Authority
Chapter 4. Potential Impacts and Recommended Mitigation
Table 4-6. Operations Results, Mixed-Flow Scenario
Receiver
Name
1-1-N
1-1-S
LT-1
1-2-N
1-2-S
1-3-N
1-3-S
1-4-N
1-4-S
2-1-N
2-1-S
LT-2
2-4-S
2-5-N
2-5-S
3-1-N
3-2-N
3-2-S
3-3-N
3-3-S
LT-3
3-5-S
4-1-N
4-1-S
LT-4
4-3-N
4-3-S
5-1-N
5-2-S
LT-5
5-3-N1
5-3-N2
5-3-S
5-4-N
5-4-S
LT-6
6-1-N
Land Use
Category
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
El Camino Real Bus Rapid Transit Project
Description/Notes
Lodging, 1041 The Alameda, San José
Lodging, 1050 The Alameda, San José
Mixed use, Alameda/Pershing Avenue, San José
Playground, 1460 The Alameda, San José
Apartments, 1681 The Alameda, San José
Lodging, 1830 The Alameda, San José
Place of Worship, 1146 University Avenue, San José
Place of Worship, 1960 The Alameda, San José
Mixed use, 1929 The Alameda, San José
Apartments, 2078 The Alameda, San José
Lodging, 2155 The Alameda, San José
Apartments, 431 El Camino Real, Santa Clara
Residence, 553 Franklin Street, Santa Clara
Mixed use, 611 El Camino Real, Santa Clara
Residence, 610 El Camino Real, Santa Clara
Lodging, 859 El Camino Real, Santa Clara
Residence, 1171 El Camino Real, Santa Clara
Apartments, 1000 El Camino Real, Santa Clara
Civic Center Park, El Camino Real, Santa Clara
Apartments, 1450 El Camino Real, Santa Clara
Lodging, 1700 El Camino Real, Santa Clara
Lodging, 2250 El Camino Real, Santa Clara
Lodging, 2515 El Camino Real, Santa Clara
Lodging, 2500 El Camino Real, Santa Clara
Lodging, 2930 El Camino Real, Santa Clara
Lodging, 3477 El Camino Real, Santa Clara
Lodging, 3208 El Camino Real, Santa Clara
Lodging, 4341 El Camino Real, Santa Clara
Residential, 1008 East El Camino Real, Sunnyvale
Apartments, 965 East El Camino Real, Sunnyvale
Lodging, 711 East El Camino Real, Sunnyvale
Apartments, 621 East El Camino Real, Sunnyvale
Apartments, 874 East El Camino Real, Sunnyvale
Apartments, 555 East El Camino Real, Sunnyvale
Mixed use, 438 East El Camino Real, Sunnyvale
Apartments, 250 West El Camino Real, Sunnyvale
Mixed use, 303 West El Camino Real, Sunnyvale
Location
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
Measured
Existing
Near Lane Ambient
Distance
Level, dBA
(feet)
(Ldn or Leq)
25
64
Ldn
50
61
Ldn
35
70
Ldn
40
65
Leq
65
63
Ldn
40
64
Ldn
80
64
Leq
60
67
Leq
70
62
Ldn
70
65
Ldn
35
70
Ldn
45
72
Ldn
85
57
Ldn
100
66
Ldn
50
71
Ldn
60
63
Ldn
50
70
Ldn
50
71
Ldn
55
65
Leq
40
70
Ldn
50
70
Ldn
55
69
Ldn
80
65
Ldn
60
64
Ldn
60
66
Ldn
55
64
Ldn
60
63
Ldn
40
72
Ldn
45
67
Ldn
50
70
Ldn
95
62
Ldn
70
61
Ldn
55
67
Ldn
125
59
Ldn
125
63
Ldn
120
63
Ldn
60
64
Ldn
4-15
Project
Noise
Level
53 Ldn
49 Ldn
51 Ldn
44 Leq
47 Ldn
50 Ldn
40 Leq
42 Leq
47 Ldn
47 Ldn
51 Ldn
49 Ldn
46 Ldn
45 Ldn
49 Ldn
48 Ldn
49 Ldn
49 Ldn
42 Leq
50 Ldn
49 Ldn
48 Ldn
46 Ldn
48 Ldn
48 Ldn
48 Ldn
48 Ldn
50 Ldn
49 Ldn
49 Ldn
45 Ldn
47 Ldn
48 Ldn
44 Ldn
44 Ldn
44 Ldn
48 Ldn
Combined
Level
65
Ldn
61
Ldn
70
Ldn
65
Leq
63
Ldn
64
Ldn
64
Leq
67
Leq
62
Ldn
65
Ldn
70
Ldn
72
Ldn
57
Ldn
66
Ldn
71
Ldn
63
Ldn
70
Ldn
71
Ldn
65
Leq
70
Ldn
70
Ldn
69
Ldn
65
Ldn
64
Ldn
66
Ldn
64
Ldn
63
Ldn
72
Ldn
67
Ldn
70
Ldn
62
Ldn
61
Ldn
67
Ldn
59
Ldn
63
Ldn
63
Ldn
64
Ldn
Increase
over
Existing
+ 1 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
Project Noise
Project Noise
Level Moderate
Level Severe
Impact Threshold Impact Threshold Impact?
61
Ldn
65
Ldn
None
59
Ldn
64
Ldn
None
65
Ldn
69
Ldn
None
66
Leq
71
Leq
None
60
Ldn
65
Ldn
None
61
Ldn
65
Ldn
None
66
Leq
70
Leq
None
68
Leq
72
Leq
None
59
Ldn
64
Ldn
None
61
Ldn
66
Ldn
None
65
Ldn
69
Ldn
None
66
Ldn
71
Ldn
None
57
Ldn
62
Ldn
None
62
Ldn
67
Ldn
None
66
Ldn
70
Ldn
None
60
Ldn
65
Ldn
None
65
Ldn
69
Ldn
None
66
Ldn
70
Ldn
None
66
Leq
71
Leq
None
65
Ldn
69
Ldn
None
65
Ldn
69
Ldn
None
64
Ldn
69
Ldn
None
61
Ldn
66
Ldn
None
61
Ldn
65
Ldn
None
62
Ldn
67
Ldn
None
61
Ldn
65
Ldn
None
60
Ldn
65
Ldn
None
66
Ldn
71
Ldn
None
63
Ldn
67
Ldn
None
65
Ldn
69
Ldn
None
59
Ldn
64
Ldn
None
59
Ldn
64
Ldn
None
63
Ldn
67
Ldn
None
58
Ldn
63
Ldn
None
60
Ldn
65
Ldn
None
60
Ldn
65
Ldn
None
61
Ldn
65
Ldn
None
Moderate
Contour
Distance (feet)
< 10
19
< 10
< 10
15
< 10
< 10
< 10
18
< 10
< 10
< 10
27
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
16
13
< 10
17
< 10
12
< 10
11
11
12
15
15
15
< 10
Severe
Contour
Distance
(feet)
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
12
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Receiver
Name
6-2-N
6-3-N
6-3-S
6-5-N
6-5-S
LT-7
7-1-N
7-2-N
7-2-S
7-3-N
7-4-N
7-4-S
8-1-N
8-1-S
8-2-N
8-2-S
LT-8
8-3-S
9-1-N
9-1-S
9-2-N
LT-9
9-3-N
9-3-S
9-4-S
10-1-N
10-1-S
LT-10
10-3-N
10-4-N
10-4-S
Land Use
Category
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
El Camino Real Bus Rapid Transit Project
Description/Notes
Courthouse Park, West El Camino Real, Sunnyvale
Lodging, 865 West El Camino Real, Sunnyvale
Lodging, 852 West El Camino Real, Sunnyvale
Apartments, 870 East El Camino Real, Mountain View
Lodging, 901 East El Camino Real, Mountain View
Residential, 191 East El Camino Real, Mountain View
Lodging, 64 West El Camino Real, Mountain View
Mixed use, 100 West El Camino Real, Mountain View
Lodging, 93 West El Camino Real, Mountain View
Residential, 600 West El Camino Real, Mountain View
Lodging, 1012 West El Camino Real, Mountain View
Mixed use, 939 West El Camino Real, Mountain View
Mixed use, 1580 West El Camino Real, Mountain View
Lodging, 1561 West El Camino Real, Mountain View
Lodging, 1984 West El Camino Real, Mountain View
Mixed use, 2041 West El Camino Real, Mountain View
Apartments, 2400 West El Camino Real, Mountain View
Apartments, 5100 El Camino Real, Los Altos
Lodging, 4345 El Camino Real, Los Altos
Lodging, 4238 El Camino Real, Palo Alto
Apartments, 4173 El Camino Real, Palo Alto
Residential, 4100 block El Camino Real, Palo Alto
Lodging, 3945 El Camino Real, Palo Alto
Lodging, 3400 El Camino Real, Palo Alto
Lodging, 3200 El Camino Real, Palo Alto
Apartments, 2701 El Camino Real, Palo Alto
Playing Fields, 2700 El Camino Real, Palo Alto
Residential, Stanford Avenue, Palo Alto
Residence, 1621 El Camino Real, Palo Alto
Lodging, 675 El Camino Real, Palo Alto
Park/Open Space, University & El Camino Real, Palo Alto
Chapter 4. Potential Impacts and Recommended Mitigation
Location
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
Measured
Existing
Near Lane Ambient
Distance
Level, dBA
(feet)
(Ldn or Leq)
65
61
Leq
115
58
Ldn
60
58
Ldn
90
61
Ldn
120
63
Ldn
85
66
Ldn
85
64
Ldn
65
69
Ldn
75
67
Ldn
90
62
Ldn
45
68
Ldn
40
68
Ldn
40
73
Ldn
60
73
Ldn
40
69
Ldn
90
68
Ldn
75
68
Ldn
50
72
Ldn
40
65
Ldn
45
63
Ldn
70
60
Ldn
55
67
Ldn
35
64
Ldn
40
57
Ldn
40
67
Ldn
45
71
Ldn
105
59
Leq
80
65
Ldn
55
67
Ldn
35
70
Ldn
60
65
Leq
4-16
Project
Noise
Level
41 Leq
44 Ldn
48 Ldn
45 Ldn
44 Ldn
46 Ldn
46 Ldn
47 Ldn
46 Ldn
46 Ldn
49 Ldn
50 Ldn
50 Ldn
48 Ldn
50 Ldn
45 Ldn
46 Ldn
49 Ldn
50 Ldn
49 Ldn
47 Ldn
48 Ldn
51 Ldn
50 Ldn
50 Ldn
49 Ldn
38 Leq
46 Ldn
48 Ldn
51 Ldn
41 Leq
Combined
Level
61
Leq
58
Ldn
58
Ldn
61
Ldn
63
Ldn
66
Ldn
64
Ldn
69
Ldn
67
Ldn
62
Ldn
68
Ldn
68
Ldn
73
Ldn
73
Ldn
69
Ldn
68
Ldn
68
Ldn
72
Ldn
65
Ldn
63
Ldn
61
Ldn
67
Ldn
64
Ldn
58
Ldn
67
Ldn
71
Ldn
59
Leq
65
Ldn
67
Ldn
70
Ldn
65
Leq
Increase
over
Existing
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
+ 1 dB
0 dB
0 dB
+ 1 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
Project Noise
Project Noise
Level Moderate
Level Severe
Impact Threshold Impact Threshold Impact?
64
Ldn
69
Ldn
None
57
Ldn
62
Ldn
None
57
Ldn
62
Ldn
None
59
Ldn
64
Ldn
None
60
Ldn
65
Ldn
None
62
Ldn
67
Ldn
None
61
Ldn
65
Ldn
None
64
Ldn
69
Ldn
None
63
Ldn
67
Ldn
None
59
Ldn
64
Ldn
None
63
Ldn
68
Ldn
None
63
Ldn
68
Ldn
None
66
Ldn
71
Ldn
None
66
Ldn
71
Ldn
None
64
Ldn
69
Ldn
None
63
Ldn
68
Ldn
None
63
Ldn
68
Ldn
None
66
Ldn
71
Ldn
None
61
Ldn
66
Ldn
None
60
Leq
65
Leq
None
58
Ldn
63
Ldn
None
63
Ldn
67
Ldn
None
61
Ldn
65
Ldn
None
57
Leq
62
Leq
None
63
Ldn
67
Ldn
None
66
Ldn
70
Ldn
None
63
Leq
68
Leq
None
61
Ldn
66
Ldn
None
63
Ldn
67
Ldn
None
65
Ldn
69
Ldn
None
66
Leq
71
Leq
None
Moderate
Contour
Distance (feet)
< 10
16
29
10
15
11
< 10
< 10
< 10
12
< 10
12
< 10
< 10
< 10
< 10
< 10
< 10
< 10
18
13
11
< 10
32
13
< 10
< 10
14
< 10
< 10
< 10
Severe
Contour
Distance
(feet)
< 10
< 10
13
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
15
< 10
< 10
< 10
< 10
< 10
< 10
< 10
August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Chapter 4. Potential Impacts and Recommended Mitigation
Table 4-7. Operations Results, Dedicated Lane Scenario
Receiver
Name
1-1-N
1-1-S
LT-1
1-2-N
1-2-S
1-3-N
1-3-S
1-4-N
1-4-S
2-1-N
2-1-S
LT-2
2-4-S
2-5-N
2-5-S
3-1-N
3-2-N
3-2-S
3-3-N
3-3-S
LT-3
3-5-S
4-1-N
4-1-S
LT-4
4-3-N
4-3-S
5-1-N
5-2-S
LT-5
5-3-N1
5-3-N2
5-3-S
5-4-N
5-4-S
LT-6
6-1-N
Land Use
Category
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
El Camino Real Bus Rapid Transit Project
Description/Notes
Lodging, 1041 The Alameda, San José
Lodging, 1050 The Alameda, San José
Mixed use, Alameda/Pershing Avenue, San José
Playground, 1460 The Alameda, San José
Apartments, 1681 The Alameda, San José
Lodging, 1830 The Alameda, San José
Place of Worship, 1146 University Avenue, San José
Place of Worship, 1960 The Alameda, San José
Mixed use, 1929 The Alameda, San José
Apartments, 2078 The Alameda, San José
Lodging, 2155 The Alameda, San José
Apartments, 431 El Camino Real, Santa Clara
Residence, 553 Franklin Street, Santa Clara
Mixed use, 611 El Camino Real, Santa Clara
Residence, 610 El Camino Real, Santa Clara
Lodging, 859 El Camino Real, Santa Clara
Residence, 1171 El Camino Real, Santa Clara
Apartments, 1000 El Camino Real, Santa Clara
Civic Center Park, El Camino Real, Santa Clara
Apartments, 1450 El Camino Real, Santa Clara
Lodging, 1700 El Camino Real, Santa Clara
Lodging, 2250 El Camino Real, Santa Clara
Lodging, 2515 El Camino Real, Santa Clara
Lodging, 2500 El Camino Real, Santa Clara
Lodging, 2930 El Camino Real, Santa Clara
Lodging, 3477 El Camino Real, Santa Clara
Lodging, 3208 El Camino Real, Santa Clara
Lodging, 4341 El Camino Real, Santa Clara
Residential, 1008 East El Camino Real, Sunnyvale
Apartments, 965 East El Camino Real, Sunnyvale
Lodging, 711 East El Camino Real, Sunnyvale
Apartments, 621 East El Camino Real, Sunnyvale
Apartments, 874 East El Camino Real, Sunnyvale
Apartments, 555 East El Camino Real, Sunnyvale
Mixed use, 438 East El Camino Real, Sunnyvale
Apartments, 250 West El Camino Real, Sunnyvale
Mixed use, 303 West El Camino Real, Sunnyvale
Location
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
The Alameda
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
Measured
Existing
Near Lane Ambient
Distance
Level, dBA
(feet)
(Ldn or Leq)
25
64
Ldn
50
61
Ldn
35
70
Ldn
40
65
Leq
65
63
Ldn
40
64
Ldn
80
64
Leq
60
67
Leq
70
62
Ldn
70
65
Ldn
35
70
Ldn
45
72
Ldn
85
57
Ldn
100
66
Ldn
50
71
Ldn
60
63
Ldn
50
70
Ldn
50
71
Ldn
55
65
Leq
40
70
Ldn
50
70
Ldn
55
69
Ldn
80
65
Ldn
60
64
Ldn
60
66
Ldn
55
64
Ldn
60
63
Ldn
40
72
Ldn
45
67
Ldn
50
70
Ldn
95
62
Ldn
70
61
Ldn
55
67
Ldn
125
59
Ldn
125
63
Ldn
120
63
Ldn
60
64
Ldn
4-17
Project
Noise
Level
57 Ldn
53 Ldn
55 Ldn
51 Leq
51 Ldn
54 Ldn
47 Leq
49 Leq
51 Ldn
51 Ldn
55 Ldn
53 Ldn
49 Ldn
49 Ldn
52 Ldn
51 Ldn
52 Ldn
52 Ldn
49 Leq
54 Ldn
52 Ldn
52 Ldn
50 Ldn
51 Ldn
51 Ldn
52 Ldn
51 Ldn
54 Ldn
53 Ldn
52 Ldn
49 Ldn
50 Ldn
52 Ldn
47 Ldn
47 Ldn
47 Ldn
51 Ldn
Combined
Level
65
Ldn
62
Ldn
70
Ldn
66
Leq
64
Ldn
64
Ldn
64
Leq
67
Leq
63
Ldn
65
Ldn
70
Ldn
72
Ldn
57
Ldn
66
Ldn
71
Ldn
63
Ldn
70
Ldn
71
Ldn
65
Leq
70
Ldn
70
Ldn
69
Ldn
65
Ldn
64
Ldn
66
Ldn
64
Ldn
63
Ldn
72
Ldn
67
Ldn
70
Ldn
62
Ldn
61
Ldn
67
Ldn
59
Ldn
63
Ldn
63
Ldn
64
Ldn
Increase
over
Existing
+ 1 dB
+ 1 dB
0 dB
+ 1 dB
+ 1 dB
0 dB
0 dB
0 dB
+ 1 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
Project Noise
Project Noise
Level Moderate
Level Severe
Impact Threshold Impact Threshold Impact?
61
Ldn
65
Ldn
None
59
Ldn
64
Ldn
None
65
Ldn
69
Ldn
None
66
Leq
71
Leq
None
60
Ldn
65
Ldn
None
61
Ldn
65
Ldn
None
66
Leq
70
Leq
None
68
Leq
72
Leq
None
59
Ldn
64
Ldn
None
61
Ldn
66
Ldn
None
65
Ldn
69
Ldn
None
66
Ldn
71
Ldn
None
57
Ldn
62
Ldn
None
62
Ldn
67
Ldn
None
66
Ldn
70
Ldn
None
60
Ldn
65
Ldn
None
65
Ldn
69
Ldn
None
66
Ldn
70
Ldn
None
66
Leq
71
Leq
None
65
Ldn
69
Ldn
None
65
Ldn
69
Ldn
None
64
Ldn
69
Ldn
None
61
Ldn
66
Ldn
None
61
Ldn
65
Ldn
None
62
Ldn
67
Ldn
None
61
Ldn
65
Ldn
None
60
Ldn
65
Ldn
None
66
Ldn
71
Ldn
None
63
Ldn
67
Ldn
None
65
Ldn
69
Ldn
None
59
Ldn
64
Ldn
None
59
Ldn
64
Ldn
None
63
Ldn
67
Ldn
None
58
Ldn
63
Ldn
None
60
Ldn
65
Ldn
None
60
Ldn
65
Ldn
None
61
Ldn
65
Ldn
None
Moderate
Contour
Distance (feet)
13
34
< 10
< 10
28
13
< 10
< 10
32
14
15
< 10
44
13
12
16
< 10
12
< 10
17
14
17
14
26
22
13
29
< 10
21
< 10
19
19
20
24
25
25
14
Severe
Contour
Distance (feet)
< 10
16
< 10
< 10
13
< 10
< 10
< 10
15
< 10
< 10
< 10
21
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
14
10
< 10
14
< 10
11
< 10
< 10
< 10
11
11
11
12
< 10
August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
Receiver
Name
6-2-N
6-3-N
6-3-S
6-5-N
6-5-S
LT-7
7-1-N
7-2-N
7-2-S
7-3-N
7-4-N
7-4-S
8-1-N
8-1-S
8-2-N
8-2-S
LT-8
8-3-S
9-1-N
9-1-S
9-2-N
LT-9
9-3-N
9-3-S
9-4-S
10-1-N
10-1-S
LT-10
10-3-N
10-4-N
10-4-S
Land Use
Category
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
2 - Nighttime Use
2 - Nighttime Use
2 - Nighttime Use
3 - Institutional Use
Description/Notes
Courthouse Park, West El Camino Real, Sunnyvale
Lodging, 865 West El Camino Real, Sunnyvale
Lodging, 852 West El Camino Real, Sunnyvale
Apartments, 870 East El Camino Real, Mountain View
Lodging, 901 East El Camino Real, Mountain View
Residential, 191 East El Camino Real, Mountain View
Lodging, 64 West El Camino Real, Mountain View
Mixed use, 100 West El Camino Real, Mountain View
Lodging, 93 West El Camino Real, Mountain View
Residential, 600 West El Camino Real, Mountain View
Lodging, 1012 West El Camino Real, Mountain View
Mixed use, 939 West El Camino Real, Mountain View
Mixed use, 1580 West El Camino Real, Mountain View
Lodging, 1561 West El Camino Real, Mountain View
Lodging, 1984 West El Camino Real, Mountain View
Mixed use, 2041 West El Camino Real, Mountain View
Apartments, 2400 West El Camino Real, Mountain View
Apartments, 5100 El Camino Real, Los Altos
Lodging, 4345 El Camino Real, Los Altos
Lodging, 4238 El Camino Real, Palo Alto
Apartments, 4173 El Camino Real, Palo Alto
Residential, 4100 block El Camino Real, Palo Alto
Lodging, 3945 El Camino Real, Palo Alto
Lodging, 3400 El Camino Real, Palo Alto
Lodging, 3200 El Camino Real, Palo Alto
Apartments, 2701 El Camino Real, Palo Alto
Playing Fields, 2700 El Camino Real, Palo Alto
Residential, Stanford Avenue, Palo Alto
Residence, 1621 El Camino Real, Palo Alto
Lodging, 675 El Camino Real, Palo Alto
Park/Open Space, University & El Camino Real, Palo Alto
Chapter 4. Potential Impacts and Recommended Mitigation
Location
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
El Camino Real
Measured
Existing
Near Lane Ambient
Distance
Level, dBA
(feet)
(Ldn or Leq)
65
61
Leq
115
58
Ldn
60
58
Ldn
90
61
Ldn
120
63
Ldn
85
66
Ldn
85
64
Ldn
65
69
Ldn
75
67
Ldn
90
62
Ldn
45
68
Ldn
40
68
Ldn
40
73
Ldn
60
73
Ldn
40
69
Ldn
90
68
Ldn
75
68
Ldn
50
72
Ldn
40
65
Ldn
45
63
Ldn
70
60
Ldn
55
67
Ldn
35
64
Ldn
40
57
Ldn
40
67
Ldn
45
71
Ldn
105
59
Leq
80
65
Ldn
55
67
Ldn
35
70
Ldn
60
65
Leq
Project
Noise
Level
48 Leq
48 Ldn
51 Ldn
49 Ldn
47 Ldn
50 Ldn
49 Ldn
51 Ldn
50 Ldn
49 Ldn
53 Ldn
54 Ldn
54 Ldn
51 Ldn
54 Ldn
49 Ldn
50 Ldn
52 Ldn
54 Ldn
53 Ldn
50 Ldn
52 Ldn
54 Ldn
54 Ldn
54 Ldn
53 Ldn
45 Leq
50 Ldn
52 Ldn
55 Ldn
49 Leq
Combined
Level
61
Leq
58
Ldn
59
Ldn
61
Ldn
63
Ldn
66
Ldn
65
Ldn
69
Ldn
67
Ldn
62
Ldn
68
Ldn
68
Ldn
73
Ldn
73
Ldn
69
Ldn
68
Ldn
68
Ldn
72
Ldn
65
Ldn
64
Ldn
61
Ldn
67
Ldn
65
Ldn
59
Ldn
67
Ldn
71
Ldn
59
Leq
66
Ldn
67
Ldn
70
Ldn
65
Leq
Increase
over
Existing
0 dB
0 dB
+ 1 dB
0 dB
0 dB
0 dB
+ 1 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
0 dB
+ 1 dB
+ 1 dB
0 dB
+ 1 dB
+ 2 dB
0 dB
0 dB
0 dB
+ 1 dB
0 dB
0 dB
0 dB
Project Noise
Project Noise
Level Moderate
Level Severe
Impact Threshold Impact Threshold Impact?
64
Ldn
69
Ldn
None
57
Ldn
62
Ldn
None
57
Ldn
62
Ldn
None
59
Ldn
64
Ldn
None
60
Ldn
65
Ldn
None
62
Ldn
67
Ldn
None
61
Ldn
65
Ldn
None
64
Ldn
69
Ldn
None
63
Ldn
67
Ldn
None
59
Ldn
64
Ldn
None
63
Ldn
68
Ldn
None
63
Ldn
68
Ldn
None
66
Ldn
71
Ldn
None
66
Ldn
71
Ldn
None
64
Ldn
69
Ldn
None
63
Ldn
68
Ldn
None
63
Ldn
68
Ldn
None
66
Ldn
71
Ldn
None
61
Ldn
66
Ldn
None
60
Leq
65
Leq
None
58
Ldn
63
Ldn
None
63
Ldn
67
Ldn
None
61
Ldn
65
Ldn
None
57
Leq
62
Leq
None
63
Ldn
67
Ldn
None
66
Ldn
70
Ldn
None
63
Leq
68
Leq
None
61
Ldn
66
Ldn
None
63
Ldn
67
Ldn
None
65
Ldn
69
Ldn
None
66
Leq
71
Leq
None
Moderate
Contour
Distance (feet)
< 10
28
48
19
25
19
14
< 10
18
20
< 10
22
< 10
12
< 10
17
10
13
13
32
22
20
13
56
22
< 10
11
24
10
< 10
< 10
Severe
Contour
Distance (feet)
< 10
13
22
< 10
12
< 10
< 10
< 10
< 10
< 10
< 10
10
< 10
< 10
< 10
< 10
< 10
< 10
< 10
15
10
11
< 10
26
12
< 10
< 10
11
< 10
< 10
< 10
Note:
Analysis assumes mixed flow for locations east of Lafayette Street and west of Embarcadero because there are no dedicated lane options considered for these areas.
El Camino Real Bus Rapid Transit Project
4-18
August 2014
ICF 00710.12
Santa Clara Valley Transportation Authority
4.5
Chapter 4. Potential Impacts and Recommended Mitigation
Cumulative Impacts
The cumulative impact analysis focuses on changes in traffic patterns that would occur to
assess cumulative noise impacts resulting from implementation of the project. The dedicated
lanes proposed under Project Alternatives 3 and 4 would occupy existing lanes of traffic,
reducing the roadway capacity of El Camino Real and resulting in traffic being redistributed
to alternative routes. Also, assuming a fraction of the population currently driving
automobiles to work would use rapid transit more frequently, a concurrent reduction in daily
vehicle trips would result on El Camino Real. Potentially affected roadways were analyzed
based on traffic projections developed as part of the El Camino Real Bus Rapid Transit
Traffic Operations Analysis Report (DKS 2014).
A project is considered to contribute to a significant cumulative impact if future (year 2040)
traffic noise levels would result in an increase of 3 dB relative to future no-project conditions
at a location where traffic noise exceeds 60 DNL. A 3 dB increase in the ambient noise level
is a noticeable increase (California Department of Transportation 2009).
Noise level estimates were based on average daily traffic volumes for El Camino Real and
AM and PM peak-hour turning movement volumes for adjacent local roadways. A
logarithmic comparison of traffic volumes among future with-Project Alternatives
(Alternatives 2, 3, and 4, with associated design options) was used to develop noise level
increase values for roadway segments adjacent to El Camino Real.
The turning movement data from 75 intersections was compiled in December 2013 and
analyzed. The analysis of these segments served as a basis for the cumulative noise impact
analysis. Predicted increases in traffic noise levels due to traffic diverted under the Project
Alternatives is shown in the tables in Appendix D. Relative to existing conditions, traffic
noise levels would increase by up to 6 dB on some segments by 2040 due to increases in
background traffic. Relative to future no-build (Alternative 1) traffic noise levels, future
Project traffic noise levels would decrease or increase by less than 1 dB at the majority of
locations adjacent to alternative routes. Under Project Alternatives 3 and 4, traffic noise
levels are predicted to increase on Flora Vista Avenue by 3 dB; however, future peak-hour
volumes would be less than 300 vehicles per hour and would be compatible with residential
use.
Accordingly, the Project would not contribute to a cumulatively considerable traffic noise
impact, and no noise mitigation is required.
El Camino Real Bus Rapid Transit Project
4-19
August 2014
ICF 00710.12
Chapter 5
List of Preparers

Jason Volk, Acoustical Engineer. Mr. Volk has more than 13 years of experience as
an acoustical engineer. He has a B.S. in Mechanical Engineering from North
Carolina State University.

David Buehler, PE, Senior Noise and Vibration Specialist. Mr. Buehler has over 30
years of experience working as an acoustic and vibration consultant. He has a B.S. in
Civil Engineering from California State University at Sacramento.

Kai-Ling Kuo, PE, Noise Specialist and Transportation Engineer. Ms. Kuo has over
12 years of experience as an engineer. She has a B.S. in Civil Engineering from
National Taiwan University, and a M.S. in Civil and Environmental Engineering from
the University of Wisconsin.

Cory Matsui, Noise, Air Quality, and Climate Change Specialist. Mr. Matsui has over
3 years of experience as an environmental specialist. He has a B.A. in Atmospheric
Science from the University of California at Berkeley.
El Camino Real Bus Rapid Transit Project
5-1
August 2014
ICF 00710.12
Chapter 6
References
6.1
Printed References
California Department of Transportation. 2004. Transportation- and Construction-Induced
Vibration Guidance Manual. Noise, Vibration, and Hazardous Waste Management
Office. Prepared by Jones & Stokes, Sacramento, CA. June. (J&S 02-039.)
———. 2009. Technical Noise Supplement. Environmental Program. Noise, Air Quality, and
Hazardous Waste Management Office. November. Sacramento, CA. Available:
<http://www.dot.ca.gov/hq/env/noise/pub/tens_complete.pdf>.
California Office of Noise Control. 1977. Model Community Noise Ordinance. Berkeley,
CA: California Department of Health. April.
City of Mountain View. 2012. Noise Element of the 2030 General Plan Update. July.
City of Palo Alto. 1998. Palo Alto Comprehensive Plan.
DKS. 2013. Traffic Data.
Federal Highway Administration. 2006. Roadway Construction Noise Model User’s Guide.
January 26. Available: < http://ntl.bts.gov/lib/49000/49100/49175/rcnm.pdf>.
Federal Transit Administration. 2006. Transit Noise and Vibration Impact Assessment. (FTA
VA-90-1003-06.) Office of Planning, Washington, D.C. Prepared by Harris, Miller,
Miller & Hanson, Inc. Burlington, MA.
Governor’s Office of Planning and Research. 2003. Guidelines for the Preparation and
Content of the Noise Element of the General Plan. Appendix A in the State of California
General Plan Guidelines. Sacramento, CA.
Health and Safety Executive. 2008. Noise Emissions and Exposure from Mobile
Woodchippers. Research Report No. 618. Buxton, Derbyshire, UK: Health and Safety
Laboratory.
Thalheimer, E. 2000. Construction noise control program and mitigation strategy at the
Central Artery/Tunnel Project. Noise Control Engineering Journal 48(5):157–165.
Whiffen, A. C., and D. R. Leonard. 1971. A Survey of Traffic-Induced Vibrations. Report
LR 418. Crowthrone, Berkshire, UK: Road Research Laboratory, Department of the
Environment.
El Camino Real Bus Rapid Transit Project
6-1
August 2014
ICF 00710.12
Appendix A
Long-Term Monitoring Data
Long‐term Site LT‐1 Data
Monitor: LD 720 #0502
Date
Time
Duration
hour
‐‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
10‐Jun‐13
10:43:03
1016.8
10‐Jun‐13
11:00:00
3600
10‐Jun‐13
12:00:00
3600
10‐Jun‐13
13:00:00
3600
10‐Jun‐13
14:00:00
3600
10‐Jun‐13
15:00:00
3600
10‐Jun‐13
16:00:00
3600
10‐Jun‐13
17:00:00
3600
10‐Jun‐13
18:00:00
3600
10‐Jun‐13
19:00:00
3600
10‐Jun‐13
20:00:00
3600
21:00:00
3600
10‐Jun‐13
10‐Jun‐13
22:00:00
3600
10‐Jun‐13
23:00:00
3600
11‐Jun‐13
0:00:00
3600
11‐Jun‐13
1:00:00
3600
11‐Jun‐13
2:00:00
3600
11‐Jun‐13
3:00:00
3600
11‐Jun‐13
4:00:00
3600
11‐Jun‐13
5:00:00
3600
11‐Jun‐13
6:00:00
3600
11‐Jun‐13
7:00:00
3600
11‐Jun‐13
8:00:00
3600
11‐Jun‐13
9:00:00
3600
11‐Jun‐13
10:00:00
3600
11‐Jun‐13
11:00:00
2729.6
peak
Leq
‐‐‐‐‐‐
11
12
13
14
15
16
17
18
19
20
21
22
23
0
1
2
3
4
5
6
7
8
9
10
Address: near 1624 The Alameda, San José
Lmax
‐‐‐‐‐‐
66.6
69.6
67.5
67.9
67.5
68.1
67.6
67.9
67.9
66.9
65.1
63.7
62.9
59.1
58.1
60.7
55.5
54.6
56.1
62.1
66
75.3
71.6
72.7
68.8
67.2
75.3
Lmin
‐‐‐‐‐‐
78
96.1
83.6
97.5
86.2
91.3
79.5
82.7
83.7
79.4
78.5
76.7
84.3
75.8
76.9
84.5
74.8
76.3
74
83.2
86.7
97
91
91
85.9
85
L(10)
‐‐‐‐‐‐
51
51.1
52.3
52.4
52.4
49.9
50
52.9
49.7
48.8
45.7
44.8
45.1
42.9
41.9
41.8
42.1
42
43.6
44.3
46.7
54.7
52.2
49.5
50.6
50.3
L(33)
‐‐‐‐‐‐
70.3
69.9
70
70.7
70.3
70.3
70.5
70.6
70.8
70.4
68.6
67.5
66.5
63.9
62.7
61.7
59.4
54.3
58.7
66.4
69.6
76.9
74
74.2
71.1
70.1
L(50)
‐‐‐
66.6
66.9
67.4
67.9
67.5
67.7
68.1
68.4
68.1
67.3
65.5
63.8
61.4
56.2
53.1
50.2
47.3
48.1
50.4
59.6
65.7
71.5
69.6
68.7
66.9
67
L(90)
diff L33
64.8
65.1
65.9
66.4
66
66.1
66.6
67.1
66.5
65.1
63.1
61.2
57.5
51.2
48.1
46.1
44.6
45.6
48.8
55.4
62.8
69.5
68.2
67
64.9
65.3
55.6
57.2
60.3
61
59.2
58
59.1
60.7
58.2
56.4
52.5
51.3
48.1
44.5
43.4
42.9
42.8
42.6
45.3
47.6
53.1
62.3
63.1
59.6
56.7
57.2
2.7
0.1
0
0
0.4
‐0.5
‐0.5
‐0.2
‐0.4
‐0.4
‐0.1
1.5
2.9
5
10.5
8.2
6.5
5.7
2.5
0.3
3.8
2
4
1.9
110
100
90
80
Leq
70
Lmax
60
Lmin
L(10)
50
L(33)
L(50)
40
L(90)
30
20
10
0
12:00 AM
3:00 AM
6:00 AM
9:00 AM
12:00 PM
3:00 PM
6:00 PM
9:00 PM
12:00 AM
Long‐term Site LT‐2 Data
Monitor: LD 720 #0506
Date
Time
Duration
hour
‐‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
10‐Jun‐13
11:09:40
3019.6
10‐Jun‐13
12:00:00
3600
10‐Jun‐13
13:00:00
3600
10‐Jun‐13
14:00:00
3600
10‐Jun‐13
15:00:00
3600
10‐Jun‐13
16:00:00
3600
10‐Jun‐13
17:00:00
3600
10‐Jun‐13
18:00:00
3600
10‐Jun‐13
19:00:00
3600
10‐Jun‐13
20:00:00
3600
10‐Jun‐13
21:00:00
3600
10‐Jun‐13
22:00:00
3600
23:00:00
3600
10‐Jun‐13
11‐Jun‐13
0:00:00
3600
11‐Jun‐13
1:00:00
3600
11‐Jun‐13
2:00:00
3600
11‐Jun‐13
3:00:00
3600
11‐Jun‐13
4:00:00
3600
11‐Jun‐13
5:00:00
3600
11‐Jun‐13
6:00:00
3600
11‐Jun‐13
7:00:00
3600
11‐Jun‐13
8:00:00
3600
11‐Jun‐13
9:00:00
3600
11‐Jun‐13
10:00:00
3600
11‐Jun‐13
11:00:00
3600
11‐Jun‐13
12:00:00
151.3
peak
Leq
‐‐‐‐‐‐
12
13
14
15
16
17
18
19
20
21
22
23
0
1
2
3
4
5
6
7
8
9
10
11
Address: Santa Clara U. baseball Field, Santa Clara
Lmax
‐‐‐‐‐‐
74.4
70.8
70.5
69.7
69.9
70
71.1
70.6
69.4
68.6
67.1
65.6
63
61.5
58.5
57.9
57.5
62.3
65.1
68.8
71.1
71.2
70.2
69.9
69.6
78.2
71.2
Lmin
‐‐‐‐‐‐
105.1
81.6
80.3
79.5
80.8
80.4
84.9
82.8
79.2
79.7
78.6
79.9
80.4
81.2
74.2
79.8
79.2
79.9
79.2
82.7
80.4
92.8
80.1
81.2
80.7
95.1
L(10)
‐‐‐‐‐‐
52.9
51
50.5
50.5
47.7
51.9
53.2
48.5
47.6
46
44.6
44.9
42.6
41.5
39.8
38.7
39
38.8
39.7
41.6
46.6
52.6
48.9
48.2
47.9
54.9
L(33)
‐‐‐‐‐‐
74.5
74.2
73.7
73.3
73.5
73.4
74
73.8
73.1
72.5
71
69.8
67.3
65.4
62.2
61.3
58.2
66.9
69.9
73.2
74.9
74
73.9
73.7
73.4
78.7
L(50)
‐‐‐
71.1
71.3
71
70.3
70.3
70.6
71.7
71.1
69.8
68.7
67.4
65.2
61.8
57.8
51.6
50.5
43.9
55.2
62.7
68.5
71.7
71.5
70.8
70.1
69.8
72.9
L(90)
diff L33
69.2
69.3
69.3
68.4
68.3
68.7
70.2
69.4
67.6
66.5
65
62.4
57.9
52.2
46
45
42
46.7
57.7
65.1
69.4
69.7
68.5
67.6
67.5
70.7
61.9
62.3
62.5
60.7
60.3
61
63.2
62.6
59.1
57.4
55.2
51
45.3
43.7
41.5
40.4
40.2
40
43
52.2
61
63.4
60.7
58.3
58.6
61.6
‐0.5
‐0.5
‐0.6
‐0.4
‐0.6
‐0.6
‐0.5
‐0.4
‐0.1
‐0.3
0.4
1.2
3.7
6.9
7.4
13.6
7.1
2.4
0.3
‐0.6
‐0.3
‐0.6
‐0.2
‐0.2
110
100
90
80
Leq
70
Lmax
60
Lmin
L(10)
50
L(33)
40
L(50)
L(90)
30
20
10
0
0:00:00
3:00:00
6:00:00
9:00:00
12:00:00
15:00:00
18:00:00
21:00:00
0:00:00
Long‐term Site LT‐3 Data
Address
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
Monitor: Rion NA‐21
Time
6/10/2013 12:23
6/10/2013 13:23
6/10/2013 14:23
6/10/2013 15:23
6/10/2013 16:23
6/10/2013 17:23
6/10/2013 18:23
6/10/2013 19:23
6/10/2013 20:23
6/10/2013 21:23
6/10/2013 22:23
6/10/2013 23:23
6/11/2013 0:23
6/11/2013 1:23
6/11/2013 2:23
6/11/2013 3:23
6/11/2013 4:23
6/11/2013 5:23
6/11/2013 6:23
6/11/2013 7:23
6/11/2013 8:23
6/11/2013 9:23
6/11/2013 10:23
6/11/2013 11:23
6/11/2013 12:23
6/11/2013 13:23
hour
Measurment Time
1:00:00
1:00:00
13:00
1:00:00
14:00
1:00:00
15:00
1:00:00
16:00
1:00:00
17:00
1:00:00
18:00
1:00:00
19:00
1:00:00
20:00
1:00:00
21:00
1:00:00
22:00
1:00:00
23:00
1:00:00
0:00
1:00:00
1:00
1:00:00
2:00
1:00:00
3:00
1:00:00
4:00
1:00:00
5:00
1:00:00
6:00
1:00:00
7:00
1:00:00
8:00
1:00:00
9:00
1:00:00
10:00
1:00:00
11:00
1:00:00
12:00
0:13:11
peak
Address: 1700 El Camino Real, Santa Clara
LAeq
13
14
15
16
17
18
19
20
21
22
23
0
1
2
3
4
5
6
7
8
9
10
11
12
69
68
68.2
68.6
68.8
69.6
68.4
68.6
68.3
65.5
63.3
60.9
59.7
56.4
56.7
55.5
58.6
64
66.9
68.5
68
67.5
67.7
68.7
67.9
68.3
69.6
LAmax
LAmin
LA01
LA10
LA50
LA90
LA99
LCpeak
89.2
51.4
75.7
72.2
66.8
59
54.1
112
83.5
51.3
75.5
71.8
65.5
57.6
52.7
105.3
83.4
48.1
75.4
72
65.9
57.3
51.1
106.8
87.1
48.8
75.8
72.4
66.1
57
51.9
105
85.9
48
75.8
72.9
65.8
56
51.6
108.9
83.3
49.9
79.5
73.2
66.3
57.9
52
99.4
82.6
48.5
75.7
72.7
65.4
56.2
50.8
104.7
95.2
47.9
74.9
71
64.1
53.6
49
116.1
86.6
48.6
79
71.4
64
55.3
49.6
102.9
78.3
47.8
74.2
69.8
61.8
52.7
49
100.2
78
45.8
72.5
67.9
58.1
49.8
47.3
100
75.8
45.5
71.4
65.4
53.6
46.7
46
99.8
82.9
45.1
71.1
61.9
48.5
45.9
45.4
101.6
75.5
40.7
69
58.5
46.4
43.3
41.6
93.6
77.6
40.2
69.5
58.7
44.7
41.3
40.8
96.2
76
39.5
68.5
56.8
41.8
40.4
39.8
93
76.8
39
70.4
62.4
45.3
40.5
39.5
98.1
79
41.5
73
67.9
60.3
48.6
43.5
101.3
83.9
44
75.4
70.8
63.1
53.3
47.9
106
84
47.5
75.7
72.4
66.3
57.7
51.3
104
79.7
47.1
75.5
72.3
65.4
56.7
51
101
81.5
50.3
75.2
71.5
64.6
56.4
52.3
101.5
79.6
50.8
75.3
71.7
65.2
56.2
52.4
101.8
88.7
50.9
75.1
71.8
66.1
58.8
52.8
105
81.1
52
74.9
71.6
65.9
59.1
54.4
103.4
82.1
53.6
74.5
71.9
66.6
59.1
55.1
104.8
100
90
80
70
60
LAeq
LAmax
LAmin
50
LA10
LA50
40
LA90
30
20
10
0
0:00
3:00
6:00
9:00
12:00
15:00
18:00
21:00
0:00
Long‐term Site LT‐4 Data
Address
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
Monitor: Rion NA‐22
Time
6/10/2013 12:54
6/10/2013 13:54
6/10/2013 14:54
6/10/2013 15:54
6/10/2013 16:54
6/10/2013 17:54
6/10/2013 18:54
6/10/2013 19:54
6/10/2013 20:54
6/10/2013 21:54
6/10/2013 22:54
6/10/2013 23:54
6/11/2013 0:54
6/11/2013 1:54
6/11/2013 2:54
6/11/2013 3:54
6/11/2013 4:54
6/11/2013 5:54
6/11/2013 6:54
6/11/2013 7:54
6/11/2013 8:54
6/11/2013 9:54
6/11/2013 10:54
6/11/2013 11:54
6/11/2013 12:54
Measurment Time
hour
1:00:00
13:00
13
1:00:00
14:00
14
1:00:00
15:00
15
1:00:00
16:00
16
1:00:00
17:00
17
1:00:00
18:00
18
1:00:00
19:00
19
1:00:00
20:00
20
1:00:00
21:00
21
1:00:00
22:00
22
1:00:00
23:00
23
1:00:00
0:00
0
1:00:00
1:00
1
1:00:00
2:00
2
1:00:00
3:00
3
1:00:00
4:00
4
1:00:00
5:00
5
1:00:00
6:00
6
1:00:00
7:00
7
1:00:00
8:00
8
1:00:00
9:00
9
1:00:00
10:00
10
1:00:00
11:00
11
1:00:00
12:00
12
0:58:22
peak
Address: 2930 El Camino Real, Santa Clara
LAeq
LAE
63.8
63.5
64.3
64.3
64.8
64.2
63.8
63.2
63.8
63.5
59.6
57
54.5
53.5
50.5
52.2
56.5
60
63.3
65.1
64.3
64.5
64.4
64.3
64.2
65.1
99.4
99.1
99.9
99.9
100.4
99.8
99.4
98.8
99.4
99.1
95.2
92.6
90.1
89.1
86.1
87.8
92.1
95.6
98.9
100.7
99.9
100.1
100
99.9
99.7
LAmax
LAmin
LA10
LA33
LA50
LA90
LA99
LCpeak
78.8
48.6
66.8
64.1
62.5
56.2
51
107.3
75.3
49.2
66.7
63.8
62.3
55.7
50.8
98.2
80.8
47.3
67.1
64.4
62.8
56
48.8
97.7
77.9
47.5
67.1
64.7
63.2
56.2
49.9
101
85.2
46.9
67.1
64.6
63.2
57
50.3
104.7
79.5
48.5
67.1
64.7
63.2
56.5
50.1
104.4
76
47.6
66.8
64.4
62.7
55
49
100.2
76.1
46.3
66.3
63.8
61.9
54.3
49.2
98.5
80.9
46.4
66.7
63.8
61.7
52.3
47.4
97.9
90.8
45.4
65.8
61.7
58.8
49.3
46.3
110.3
73.7
43.7
64
58.8
54.9
45.6
44.2
94.4
72.6
43.3
61.2
54.1
49.4
44.3
43.8
95.6
75.7
42.8
58.2
47.9
45.3
43.8
43.2
94.4
70.4
40.8
57.5
46.3
44
41.9
41.2
92.4
75.1
39.8
48.8
42.5
41.8
41
40.5
93.7
68.6
39.7
55.2
44.1
42.5
41
40.1
89.8
74.1
40.2
61.2
52.4
47
41.9
40.7
93.8
77.3
41.1
64.3
58.7
53.9
44.5
42.1
99.3
80.5
43.4
67
63.4
60.4
50.6
45.6
102.4
76.8
44.5
68.3
65.1
63.2
55.6
46.1
100.4
78.6
46
67.5
64.6
62.7
54.1
47.9
102.9
76.4
48.4
67.3
65
63.4
57
51.8
102.6
79
49.6
67.2
64.8
63.3
57.4
52.8
100.3
74.7
49.3
67.1
64.9
63.4
57.5
51
100.2
77.1
47.6
67.1
64.7
63.3
56.1
50.2
102.6
100
90
80
70
LAeq
60
LAmax
LAmin
50
LA10
LA33
40
LA50
LA90
30
20
10
0
0:00
3:00
6:00
9:00
12:00
15:00
18:00
21:00
0:00
Long‐term Site LT‐5 Data
Monitor: LD 720 #0502
Date
Time
Duration hour
‐‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
13‐Jun‐13 10:44:18
941.4
10:00:00
10
13‐Jun‐13 11:00:00
3600
11
13‐Jun‐13 12:00:00
3600
12
13‐Jun‐13 13:00:00
3600
13
13‐Jun‐13 14:00:00
3600
14
13‐Jun‐13 15:00:00
3600
15
13‐Jun‐13 16:00:00
3600
16
13‐Jun‐13 17:00:00
3600
17
13‐Jun‐13 18:00:00
3600
18
13‐Jun‐13 19:00:00
3600
19
13‐Jun‐13 20:00:00
3600
20
13‐Jun‐13 21:00:00
3600
21
13‐Jun‐13 22:00:00
3600
22
13‐Jun‐13 23:00:00
3600
23
14‐Jun‐13
0:00:00
3600
0
14‐Jun‐13
1:00:00
3600
1
14‐Jun‐13
2:00:00
3600
2
14‐Jun‐13
3:00:00
3600
3
14‐Jun‐13
4:00:00
3600
4
14‐Jun‐13
5:00:00
3600
5
14‐Jun‐13
6:00:00
3600
6
14‐Jun‐13
7:00:00
3600
7
14‐Jun‐13
8:00:00
3600
8
14‐Jun‐13
9:00:00
3600
9
14‐Jun‐13 10:00:00
156.6
peak
Leq
‐‐‐‐‐‐
88.3
69.4
69.4
67.7
68
68.8
69.7
68.3
69.7
69.5
67.8
67.6
66.9
65.1
62.8
61.1
58.4
56.9
54.9
57.8
61.6
64.9
68.3
68.6
68.6
74.4
69.7
Address: 965 El Camino Real, Sunnyvale
Lmax
Lmin
L(10)
L(33)
L(50)
L(90)
‐‐‐‐‐‐
‐‐‐‐‐‐
‐‐‐‐‐‐
‐‐‐‐‐‐
‐‐‐
diff L33
117.5
50.9
81.1
74.1
71.4
60.1
97.5
42.9
71.2
67.5
64.5
54.3
1.9
97.5
42.9
71.2
67.5
64.5
54.3
1.9
79.6
44
71.4
68.3
65.9
54.9
‐0.6
81.1
46.9
71.5
68.5
66
56.4
‐0.5
89.1
48.1
72.1
68.6
66.1
56.7
0.2
98.8
47
73
69.7
67.1
56.8
0
78.7
46.8
72
68.9
66.4
57.1
‐0.6
89.8
48
72.8
69.5
66.8
56.6
0.2
93.2
45.3
72.8
69.2
66.2
55.8
0.3
81.2
45.7
71.9
68.2
65.2
55
‐0.4
80.9
43.6
71.4
68.4
65.6
54.8
‐0.8
82.2
43.5
71
67
64.1
53.7
‐0.1
77.4
45
69.7
64.8
60.8
50.9
0.3
78
40
67.5
60.9
56.3
45.7
1.9
82.3
38.3
65.7
56.9
52
41.5
4.2
79.2
38.8
61.9
50.9
45.3
40
7.5
76.2
38.7
59.8
48
42.8
39.4
8.9
73.9
37.8
56.2
42.5
40.3
38.7
12.4
77.4
38.3
60.9
52.4
44.3
39.2
5.4
83.5
40
66
55.5
49.9
43
6.1
80
43.1
69.5
63.8
58.3
47.3
1.1
83.5
45.7
72.6
67.9
64.4
52.9
0.4
80
44.6
72.9
68.9
65.7
55
‐0.3
88.3
44.5
72.3
68.4
65.5
55
0.2
87.3
52
78.4
71.7
69.9
62
120
100
80
Leq
Lmax
Lmin
60
L(10)
L(33)
L(50)
40
L(90)
20
0
0:00:00
3:00:00
6:00:00
9:00:00
12:00:00
15:00:00
18:00:00
21:00:00
0:00:00
Long‐term Site LT‐6 Data
Address
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
Monitor: Rion NA‐22
Time
6/12/2013 15:57
6/12/2013 16:57
6/12/2013 17:57
6/12/2013 18:57
6/12/2013 19:57
6/12/2013 20:57
6/12/2013 21:57
6/12/2013 22:57
6/12/2013 23:57
6/13/2013 0:57
6/13/2013 1:57
6/13/2013 2:57
6/13/2013 3:57
6/13/2013 4:57
6/13/2013 5:57
6/13/2013 6:57
6/13/2013 7:57
6/13/2013 8:57
6/13/2013 9:57
6/13/2013 10:57
6/13/2013 11:57
6/13/2013 12:57
6/13/2013 13:57
6/13/2013 14:57
6/13/2013 15:57
6/13/2013 16:57
6/13/2013 17:57
6/13/2013 18:57
6/13/2013 19:57
6/13/2013 20:57
6/13/2013 21:57
6/13/2013 22:57
6/13/2013 23:57
Measurme Time
1:00:00
1:00:00
1:00:00
1:00:00
1:00:00
1:00:00
1:00:00
1:00:00
1:00:00
0:00
1:00:00
1:00
1:00:00
2:00
1:00:00
3:00
1:00:00
4:00
1:00:00
5:00
1:00:00
6:00
1:00:00
7:00
1:00:00
8:00
1:00:00
9:00
1:00:00
10:00
1:00:00
11:00
1:00:00
12:00
1:00:00
13:00
1:00:00
14:00
1:00:00
15:00
1:00:00
16:00
1:00:00
17:00
1:00:00
18:00
1:00:00
19:00
1:00:00
20:00
1:00:00
21:00
1:00:00
22:00
1:00:00
23:00
1:00:00
Address: 250 El Camino Real, Sunnyvale
LAeq
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
peak
LAE
62.7
63.9
61.2
61.3
60.4
59.4
58.4
57.2
52.8
51.5
48
52.9
50.2
55.3
57.7
60.3
61
61.2
64.1
62.6
64.5
61.6
62.1
61.3
62.2
61.6
61.4
61.1
61.2
59.8
58.5
55.6
54.1
64.5
98.3
99.5
96.8
96.9
96
95
94
92.8
88.4
87.1
83.6
88.5
85.8
90.9
93.3
95.9
96.6
96.8
99.7
98.2
100.1
97.2
97.7
96.9
97.8
97.2
97
96.7
96.8
95.4
94.1
91.2
89.7
LAmax
LAmin
LA10
LA33
LA50
LA90
LA99
LCpeak
80.7
52.5
64.9
62.6
61.2
56.4
53.5
103.2
87.9
49.7
63.9
61.6
60
55.1
52.1
106
81.3
50
63.3
61.2
59.9
55.6
52.8
103.2
82.7
48.2
63.6
61.2
59.7
54.9
50.5
100.6
81.3
47.3
62.7
60.4
58.8
53.2
49.6
105.2
77.2
46.1
62.1
59.4
57.5
51.4
47.4
101.3
80.9
43.3
60.5
57.5
55.7
49.6
45.4
102.1
84.1
41.6
59.4
55.4
53
45
42.5
108.2
70.3
40.8
56.1
51.2
47.8
42.6
41.2
96
71.8
39.1
54.9
48.5
44.8
40.7
39.6
93.5
67.1
39.5
51.9
44.1
42
40.8
39.9
87.4
73.6
38.8
54.3
46.3
42.5
40
39.1
94.1
66.7
40.7
53.6
46.2
43.9
42.1
41.3
93.8
76.5
42.4
58.4
52.8
50
45.7
43.3
98.2
71
43.7
61.4
57.2
54.7
47.4
45.2
97.9
74.4
42.7
63.5
60.1
58.1
50.2
45.3
100.3
71.5
47.8
63.9
61.2
59.5
53.4
49.8
94.7
76.1
47.8
63.9
60.9
59.3
54.2
49.7
97.8
75.8
48.9
67.3
63.8
62.1
57.1
52.5
98.1
75.9
49.3
64.4
61.6
60.3
55.3
51.5
99.4
84.6
49.9
67
63.1
61.5
56.8
52.8
108.3
75.3
50.2
63.9
61.6
60.4
56.4
53.4
97.6
74.4
51.1
64.7
62.1
60.6
55.5
52.1
98.4
75.2
50.7
64
61.4
60
54.9
52.5
97.8
81.9
50.8
63.9
61.2
59.8
55.8
53.1
103.3
75.1
50.6
64.1
61.8
60.5
56.1
52.8
98.6
73.7
49.1
63.9
61.7
60.4
55.2
51
98.1
72.1
49.5
63.8
61.4
59.8
55.2
51.4
96.9
81.5
48.2
63.5
60.8
59.4
54.5
49.9
106.8
77.4
45.9
62.4
59.6
58
52.2
47
99.8
82.7
42.8
60.8
57.2
55.2
49
44.3
106.9
71.7
41.5
58.7
55.5
53.6
46.8
42.9
95.1
70
41.1
57.7
52.9
49.2
43
41.9
95.9
90
80
70
60
LAeq
LAmax
50
LAmin
LA10
40
LA33
LA50
LA90
30
20
10
0
0:00
3:00
6:00
9:00
12:00
15:00
18:00
21:00
0:00
Long‐term Site LT‐7 Data
Monitor: LD 720 #0502
Date
Time
Duration hour
‐‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
11‐Jun‐13 16:38:42
1277.6
11‐Jun‐13 17:00:00
3600
17:00
11‐Jun‐13 18:00:00
3600
18:00
11‐Jun‐13 19:00:00
3600
19:00
11‐Jun‐13 20:00:00
3600
20:00
11‐Jun‐13 21:00:00
3600
21:00
11‐Jun‐13 22:00:00
3600
22:00
11‐Jun‐13 23:00:00
3600
23:00
12‐Jun‐13
0:00:00
3600
0:00
12‐Jun‐13
1:00:00
3600
1:00
12‐Jun‐13
2:00:00
3600
2:00
12‐Jun‐13
3:00:00
3600
3:00
12‐Jun‐13
4:00:00
3600
4:00
12‐Jun‐13
5:00:00
3600
5:00
12‐Jun‐13
6:00:00
3600
6:00
12‐Jun‐13
7:00:00
3600
7:00
12‐Jun‐13
8:00:00
3600
8:00
12‐Jun‐13
9:00:00
3600
9:00
12‐Jun‐13 10:00:00
3600
10:00
12‐Jun‐13 11:00:00
3600
11:00
12‐Jun‐13 12:00:00
3600
12:00
12‐Jun‐13 13:00:00
3600
13:00
12‐Jun‐13 14:00:00
3600
14:00
12‐Jun‐13 15:00:00
3600
15:00
12‐Jun‐13 16:00:00
3600
16:00
12‐Jun‐13 17:00:00
833.7
Address: 191 E. El Camino Real, Mountain View
Leq
‐‐‐‐‐‐
17
18
19
20
21
22
23
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
peak
Lmax
‐‐‐‐‐‐
68.6
64.5
64.6
63.6
62.5
63.3
60.3
57.8
55.6
52
51.8
52.9
54.7
60.1
62
64.9
64.2
63.8
64
64.1
64.1
64.4
65.2
64.7
64.5
63.6
65.2
Lmin
‐‐‐‐‐‐
83.6
94.6
81.9
79
73.8
89.4
73.1
69.7
78.8
72
70.1
70.8
74.4
81.8
75
89
86.1
75.4
81.5
79.9
81.6
78.9
80.1
77.4
78.4
78.7
L(10)
‐‐‐‐‐‐
59.6
57.9
57.4
57.1
55.5
53
50.8
45.8
44.4
40.7
41.2
41.6
44.9
47.6
54.3
55.9
53.3
54.5
54
55.8
56.3
57.7
58.4
55.3
55.5
55.5
L(33)
‐‐‐‐‐‐
71.1
66.2
65.9
65.5
64.5
63.9
62.8
61.1
58.5
55
54.8
55.7
57.8
61.8
64.5
66.5
65.9
65.9
65.8
65.8
65.8
66.2
66.8
66.5
66.7
65.4
L(50)
‐‐‐
66.5
64.5
64.4
63.9
62.8
62.2
60.5
58.1
54.3
49.1
48.9
50.7
53.9
58.9
62
64.2
63.7
63.7
63.6
63.7
63.5
64.1
64.8
64.6
64.3
63.3
L(90)
diff L33
65.1
63.8
63.6
63
61.9
61.2
59.2
56.3
52.3
47.4
47.2
49.3
52.2
57.4
60.7
63.2
62.7
62.6
62.6
62.8
62.6
63.3
64.1
63.8
63.3
62.3
62.2
61.4
61.3
60.2
58.6
57.5
54.7
51.1
47.6
43.9
43.7
45.4
48
52.8
57.1
59.5
58.8
59.4
59.2
60.1
60.1
61
62
61.6
60.4
59.5
100
90
80
70
Leq
60
Lmax
Lmin
50
L(10)
L(33)
40
L(50)
L(90)
30
20
10
0
0:00
3:00
6:00
9:00
12:00
15:00
18:00
21:00
0:00
0
0.2
‐0.3
‐0.3
1.1
‐0.2
‐0.3
1.3
2.9
2.9
2.2
0.8
1.2
0
0.7
0.5
0.1
0.4
0.4
0.6
0.3
0.4
0.1
0.2
Long‐term Site LT‐8 Data
Monitor: LD 720 #0506
Date
Time
Duration hour
‐‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐
11‐Jun‐13 16:12:14
2865.1
11‐Jun‐13 17:00:00
3600 17:00:00
11‐Jun‐13 18:00:00
3600 18:00:00
11‐Jun‐13 19:00:00
3600 19:00:00
11‐Jun‐13 20:00:00
3600 20:00:00
11‐Jun‐13 21:00:00
3600 21:00:00
11‐Jun‐13 22:00:00
3600 22:00:00
11‐Jun‐13 23:00:00
3600 23:00:00
12‐Jun‐13
0:00:00
3600
0:00:00
12‐Jun‐13
1:00:00
3600
1:00:00
12‐Jun‐13
2:00:00
3600
2:00:00
12‐Jun‐13
3:00:00
3600
3:00:00
12‐Jun‐13
4:00:00
3600
4:00:00
12‐Jun‐13
5:00:00
3600
5:00:00
12‐Jun‐13
6:00:00
3600
6:00:00
12‐Jun‐13
7:00:00
3600
7:00:00
12‐Jun‐13
8:00:00
3600
8:00:00
12‐Jun‐13
9:00:00
3600
9:00:00
12‐Jun‐13 10:00:00
3600 10:00:00
12‐Jun‐13 11:00:00
3600 11:00:00
12‐Jun‐13 12:00:00
3600 12:00:00
12‐Jun‐13 13:00:00
3600 13:00:00
12‐Jun‐13 14:00:00
3600 14:00:00
12‐Jun‐13 15:00:00
3600 15:00:00
12‐Jun‐13 16:00:00
2757.9 16:00:00
Address: 2400 W. El Camino Real, Mountain view
Leq
‐‐‐‐‐‐
17
18
19
20
21
22
23
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
peak
Lmax
‐‐‐‐‐‐
63.9
64.3
64
62.9
62.4
62.8
61.6
58.5
56.4
54.6
53.6
54.3
56.2
59.7
63.6
75
71.1
65
64.3
62.9
62.9
62.5
62.9
65.2
65
Lmin
‐‐‐‐‐‐
75.3
82.3
80.5
75.3
79.2
87.4
83.7
74.6
74.6
72.6
76.2
74.1
72.3
72.7
78.8
98.6
93.5
80.4
78.7
75.9
75.7
73.4
75.3
90.7
86.1
L(10)
‐‐‐‐‐‐
50.1
50.3
48.5
49.1
50.7
48.5
49.1
49.2
49
46.4
46.4
46.3
46.6
47.4
47.9
52.3
52.1
50.8
51.8
51
53.3
50.7
51.3
49.7
51.5
L(33)
‐‐‐‐‐‐
67.1
67.4
67.3
66.1
65.3
65.5
64.2
61.9
59
57
55.4
56.3
59.9
64.1
68.1
74.1
70.7
68.3
67.2
66.4
66.1
65.5
65.9
67.1
67.2
L(50)
‐‐‐
64.7
65
64.5
63.1
62.4
61.8
60.7
57.7
54.5
53.1
50.4
51.7
52.7
57.9
62.8
68.7
68
65.4
64.1
63.2
63.1
62.8
63
64.5
64.6
L(90)
diff L33
62.5
62.8
62.4
61.6
60.8
59.3
58.5
55.6
52.8
51.4
49.4
50.6
51.1
54.6
59.1
66.5
66.5
63.2
62.3
61.5
61.3
61.2
61.3
62.5
62.5
53.8
54.3
53.5
55.3
55.2
53.4
53
51.4
50.8
47.6
46.7
48.1
48.2
50.4
51.2
59.9
58.6
56
56.5
55.2
56.3
55.8
56
54.1
55.2
‐0.7
‐0.5
‐0.2
0
1
0.9
0.8
1.9
1.5
3.2
2.6
3.5
1.8
0.8
6.3
3.1
‐0.4
0.2
‐0.3
‐0.2
‐0.3
‐0.1
0.7
0.4
75
120
100
80
Leq
Lmax
Lmin
60
L(10)
L(33)
L(50)
40
L(90)
20
0
0:00:00
3:00:00
6:00:00
9:00:00
12:00:00
15:00:00
18:00:00
21:00:00
0:00:00
Long‐term Site LT‐9 Data
Address
Monitor: Rion NA‐21
Time
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
6/11/2013 15:26
6/11/2013 16:26
6/11/2013 17:26
6/11/2013 18:26
6/11/2013 19:26
6/11/2013 20:26
6/11/2013 21:26
6/11/2013 22:26
6/11/2013 23:26
6/12/2013 0:26
6/12/2013 1:26
6/12/2013 2:26
6/12/2013 3:26
6/12/2013 4:26
6/12/2013 5:26
6/12/2013 6:26
6/12/2013 7:26
6/12/2013 8:26
6/12/2013 9:26
6/12/2013 10:26
6/12/2013 11:26
6/12/2013 12:26
6/12/2013 13:26
6/12/2013 14:26
6/12/2013 15:26
6/12/2013 16:26
Measurme hour
1:00:00
1:00:00
16:00
1:00:00
17:00
1:00:00
18:00
1:00:00
19:00
1:00:00
20:00
1:00:00
21:00
1:00:00
22:00
1:00:00
23:00
1:00:00
0:00
1:00:00
1:00
1:00:00
2:00
1:00:00
3:00
1:00:00
4:00
1:00:00
5:00
1:00:00
6:00
1:00:00
7:00
1:00:00
8:00
1:00:00
9:00
1:00:00
10:00
1:00:00
11:00
1:00:00
12:00
1:00:00
13:00
1:00:00
14:00
1:00:00
15:00
0:09:27
Address: 4100 El Camino Real, Palo Alto
LAeq
16
17
18
19
20
21
22
23
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
peak
65.8
65.9
65.3
66
64.5
63.6
62.7
59.9
56.6
55.2
51.3
51.4
53.4
54.6
60.2
63.3
65.3
66.9
67
67.2
67.5
66.9
66.8
66.3
66.2
66.4
67.5
LAmax
LAmin
LA01
LA10
LA50
LA90
LA99
LCpeak
79.4
46.7
72.6
69.5
63.6
56.2
49.8
101.8
81.7
48.1
72.9
69.3
64.2
56.3
50.3
105.8
84.2
50.1
74.9
67.8
62.5
55.1
51.5
104.7
87
41.7
74.2
69.5
62.9
52.7
43.8
103.5
77.2
39.8
71.4
68.8
61.5
46.2
41.8
98.6
76
37.9
70.7
67.8
60.8
46.9
41.4
104.7
78.1
39.4
71.1
67.1
58.9
44.8
41.2
101.5
76.3
36.8
68.5
64.2
54.8
41.7
37.9
101.1
72.6
34.4
66.7
61.1
47
37
35.1
94.5
77.5
34.3
65.7
59.5
47.1
36.4
34.9
96.2
68.1
34.4
64.1
54.6
39.6
36
35
87.6
70.4
33.7
64.5
53.3
36.9
35.1
34.2
93.5
74.4
34.4
66.4
54.8
39.8
36.8
34.9
99.1
74.4
37.4
66.7
57.8
43.2
39.6
38.3
95.9
77.8
40.6
70.5
64.3
52.8
43.7
41.6
100.4
76
40.7
72
67.6
59.2
46.2
43.2
101.3
76.3
43.3
72.3
68.9
63.7
53.1
46
98.4
80.1
42.2
74.9
70.6
64.6
55.2
46.7
102.3
79
42.8
74.6
71.1
64
50
44
102.7
84.6
44
75.3
71.2
63.9
49
44.9
106.1
79.7
42.7
75.6
71.3
64.8
50.8
44.9
103
79.1
44.3
74
70.8
64
51.1
46.4
101.2
81.4
45.2
74.5
70.7
63.5
50.4
46.3
103.3
78.7
46.4
73.8
70.2
63.8
52.7
48.4
104.8
87.8
48.4
73.3
69.4
63.4
56.8
50.8
102.3
78.3
48
74.5
69.9
64.6
55.3
49.5
103.5
100
90
80
70
60
LAeq
LAmax
LAmin
50
LA10
LA50
40
LA90
30
20
10
0
0:00
3:00
6:00
9:00
12:00
15:00
18:00
21:00
0:00
Long‐term Site LT‐10 Data
Address
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
Monitor: Rion NA‐22
Time
6/11/2013 14:59
6/11/2013 15:59
6/11/2013 16:59
6/11/2013 17:59
6/11/2013 18:59
6/11/2013 19:59
6/11/2013 20:59
6/11/2013 21:59
6/11/2013 22:59
6/11/2013 23:59
6/12/2013 0:59
6/12/2013 1:59
6/12/2013 2:59
6/12/2013 3:59
6/12/2013 4:59
6/12/2013 5:59
6/12/2013 6:59
6/12/2013 7:59
6/12/2013 8:59
6/12/2013 9:59
6/12/2013 10:59
6/12/2013 11:59
6/12/2013 12:59
6/12/2013 13:59
6/12/2013 14:59
Measurme hour
1:00:00
15:00
1:00:00
16:00
1:00:00
17:00
1:00:00
18:00
1:00:00
19:00
1:00:00
20:00
1:00:00
21:00
1:00:00
22:00
1:00:00
23:00
1:00:00
0:00
1:00:00
1:00
1:00:00
2:00
1:00:00
3:00
1:00:00
4:00
1:00:00
5:00
1:00:00
6:00
1:00:00
7:00
1:00:00
8:00
1:00:00
9:00
1:00:00
10:00
1:00:00
11:00
1:00:00
12:00
1:00:00
13:00
1:00:00
14:00
0:22:34
Address: Stanford Avenue and El Camino Real, Palo Alto
LAeq
15
16
17
18
19
20
21
22
23
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
peak
LAE
63.7
64.9
63.9
64.7
64
62.9
61.2
60.2
58.1
56.6
54.3
52.7
52.4
54.1
59.7
60.4
62.5
63.5
62.8
62.9
64.3
63.1
62.1
62.4
62.8
64.9
99.3
100.5
99.5
100.3
99.6
98.5
96.8
95.8
93.7
92.2
89.9
88.3
88
89.7
95.3
96
98.1
99.1
98.4
98.5
99.9
98.7
97.7
98
94.1
LAmax
LAmin
LA10
LA33
LA50
LA90
LA99
LCpeak
84.3
45.4
65.6
63.3
61.6
53.5
47.7
105.2
84.5
45.1
66.4
64.2
62.7
56.5
49.9
100.2
74.3
48.5
66.7
64.6
62.9
57.6
52
98.6
84.2
43.7
67.3
65
62.8
55.9
48.5
100.2
75.3
45.6
67.2
65
62.8
54.3
49.7
99.8
74.3
44
66.5
63.7
61.4
52.1
47.5
99.6
76.1
42.1
64.9
61
58.3
50.7
45.4
99.7
83.8
39.8
64
59.1
56
47.7
42.9
101.4
72.7
36.4
62.3
56.4
53.3
43.6
39
96.7
72.9
35.8
60.3
56.5
53.9
41.7
37.5
97
68
39
58.4
53.7
50.2
42
39.9
87.3
70.1
33.6
56.8
49.9
46.3
38.8
34.8
93.6
72.4
33.1
54.8
45.1
40
34.9
33.5
95.3
71.8
34
57.3
50.2
46.5
36.4
35
95.8
84
37.1
62.1
56
53.1
43.3
38.7
106.7
75.2
42.2
64.5
59.6
57.2
47.9
43.4
99.5
74.2
43.1
66.3
63.1
60.5
50.3
44.9
99.4
76.2
43.4
66.6
64.3
62.1
53.7
48.1
101
76.2
45.1
65.8
63.6
61.5
53.5
48.6
100.6
76.9
44
66
63.5
61.5
53.2
46.9
104.3
87.5
44.5
65.8
63.3
61.3
52.8
47.5
98.3
81.2
44.3
65.5
63.2
61.6
54.4
48.5
100.6
73.9
43.5
65
62.9
61.2
53.8
48
96.8
76.1
43.8
65
63
61.5
53.4
47.6
101.3
78.2
47.4
65.6
63.6
61.7
53.6
49.1
106.6
100
90
80
70
LAeq
60
LAmax
LAmin
50
LA10
LA33
40
LA50
LA90
30
20
10
0
0:00
3:00
6:00
9:00
12:00
15:00
18:00
21:00
0:00
Appendix B
Short-Term Data Sheets
Sound Survey Data Sheet
\~\ -~
fio b7
Date:
Project:
(\
location:
Mo1el
\\ón\'"
-\'
J/-- \
(; I 0 ~ ( 11ì¿ A/Ctb11eJQ
\
Conducted by:
SVti
CJ 239 Sj \ Vl'(~ 3\ 1--
i ì ,., (
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'1 (l(;ihr"Y '-i Temp: 0t?
Wind:
LII!'l~'
¡
~,
. \r.
Time:
t/ 4
r. (. (( I"Î
Calibration:
Duration: \ G 1¡':\~l\S
11
c?L Ó,.LIB
9 T/"g,j L
¡-Of
L L7
Leq
b'3,7L
max
min 10 33
, ". l.i
\ : ,\i. 1
(;2,.8 L
L 59,/
5066,2
~ 90
Observations:
1 min
Interval
lea
,r'c G
1
2
(;
3
C;5? 2.
4
l;O"O
S
6
7
8
9
10
11
12
13
14
15
/b
Note
r
~ _1",
r .
c:
(; g),.::
,
~rlo
Vlt:cil'j
i
iryChtr&1to('
'2;:
~J ritat-t
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CG, y
7
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l;£/
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b5d D
l;
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i
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v
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peß nl-e
fq~êtffs /
v
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---
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Oi 1 (c¡rwn
59/ (j
;rcvafl'
~'q\ k: fI '-
,/
Q\( crOiH
il\O\":(
Sound Survey Data Sheet
\-\ - s
Date: 0 (, \ 0 \3
EJ CèjYViir;o B R
Project:
Location:
~\r\I,C A \ 1\ W¡Rdo\
\\f\o')e \
\ 0 SO 1~e ~\~mtqf\ Lr -rJ
Conducted by: C M írfS(AI,
Instrument: Ó 2 3q ~ I \J e
6) J'L
Weather: f\AosfJi rbi/Jy Temp: G91' ~/
Wind: 1. ,4 V'/'l l\
Calibration: Ii ~ ,0
Time: I ,:, \ '1_ Duration: J 7 141 rv15
leq 0 L L-Lmax 7G~ I Lmin QI, 4 LiD G~~S
01' JC"'
t '2 ' '2
l3359
f l50
r t I, 190.l
f-
Observations:
1 min
Interval
Note
lea
S7 J ¿¡
2
S7/'?
/
3
Cjcl1 L
,./
4
l, 21
h
/
5
ç-;Z ,5
,/
6
7
8
9
10
11
12
13
Wi
14
15
Lf
I C/Jr:?
S"7,
1-i
~
,P''1-' ~t:')
(Clf'
l/;, b
t;g :1
(;DrO
,
'1\"\0"1 r1 Oy'
Ot IrcrClf+
úJv
rO¡$5eS
0," \.,
i ('tiJ\
'''¡\
r ('I( r t
v1 \ L &'\ ;
i
l-q ¡ZUJ11"5 J
) i),vJ¡n9S
,\ L - , .
S?,2.
b'J,-D
q\ fc rei, (! l
o 'r rrC;1~~-.r
0
Gi.E
i~
f\t(í'(k
./
1
c;'s,
Cl¡t VM\
~-'
V\'ÎD~ Jo('
i 1'_
1"J
\- ~--~
Sound Survey Data Sheet
s\
Project:
Ct/ 11'1', ¡ :flo
r fO \J
Date:
./
i~\
(
Location: 1 4 GO t~ t/
\ t4 Vi\ (t) 0\
W tÃA) nló ~,,/¡1
ti 0i-'ji ¡jJi¡iì~
Conducted by: C M,:; + .;~\;n
6JL
Instrument: 0 i3C
Weather: t o¡rfl,/ (lo ud1 Temp:
1\ Dr
(l)! ltCi. Vrt l
fi
It \
C/ !' CìW\ft~01
t \'e )~lJe
Wind: 1/ ¥
i
Time: ~i5) \ Duration:
leq
c: I If'
,,-:
L
(; ,b"
,...
max'.74'
lmin ,/ " lio bB,. If l33
Observations:
1 min
Interval
Note
lea
1
&2/1-
2
CeL &j
v
3
/
4
(;/7
L",r;J
~0,. 7-
5
03__9
6
7
8
9
10
11
12
13
14
15
G-¡, t1
_/
03,,0
G3;.£)
U/
A'
,. .. ()
(;7,
a
¿;t¡r Ô
(;"'3,. 6
c;bLt.
iS l'n ìn5
q., rCrcjf\.
"
/
/
/
/
/
(;C,,, 0
i
&b/ G
I
Calibration: f
6 /rl
,- LSD lc,.
1(3" ~
n r;-
19o riJ
l." 1-~
îC Jz:::zata Sheet Date: 0 _ (( - (5-
I Gg(
Project: l;Ç2'(/ VTA æ~&Q ~(2Q_
location: Gl¿ Ut)li (, ç.¡ -. c.AÆt'-b""
I/~2J
c\v
Conducted by:
Instrument: L-v b iu¿,
Weather: cl vev_:rTemp: '" 10 n
Wind:
Time: i: 4: 0 Duration: f s:
Calibration: I (4 0
(
Leq ~ Lmax 15 lmin ~ LiD ~ l33 (; r;4: LSD (ò'Z( 4: Lgo t;
Observations:
t-r
t(V~¡; 5f. +r (J,J
ifl) S,S 'vJ fc
1 min
Interval
lea
1
Q (( (/)
2
fJ -t:I..
3
(;;; Ci
4
GøL,
5
G C¡' \
6
çc¡.'o
7
C;~-;'Î
8
9
10
11
12
13
14
15
MCj
Note
G (-¿
r;--rí
C-ø'O
(h -) tJ
fÂa: (,..
ç;Ç:~
r;r.
.. ( 6-
clùiVßk
.
i
i fwd
CJrC fr vr C /J/A. ,.
I () L'" I fv 1-Q
Sound Survey Data Sheet
\-'l-,J
Date: ~ I, I /7 b r~
Project:
location: \ gr~D 'TL~ li/t"'tv.clb. (sø,1..s.) C" f/üil 4,')(
D-~J
Conducted by:
Instrument: LD ~ (1. (# () f ~ 2),
Weather: ( ..A ú\ (
Wind: (h \ W'
Temp: íJ D 'T-
Time: ~: 4- r &1,,"\ Duration: I r- ¡"" ~! V\ Calibration: I 1 '1
leq Lr~) Lmax 13,'1 lmin 41. L liD b~,~ l33 b~,b LSD £:4-, I 19o (j.Y:
Observations: 'bJ 4- (l1lrel. wi fFVk'h1 (,h. both s;lt
1 min
Interval
Note
lea
1
b~.O
2
l,£ d 3
3
f. ~,i:
4
(.., ,(
5
6 ç ~i,
6
7
b i, i
8
9
10
11
12
13
14
15
(. I ~
(;1, ()
I
Ttí,¿¥.
(WS ì
i
TYi\ik.. L fB)
i
¡"'A l-
.1
\.. i. I.
t li~ )
(Ð ~ )
,
l:ILAtlt:cIg
i
-illt,l.k (i;..~
I -ri¡,,,.~.
I
I
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!?h t,
I iJß ì
(~"g, J
Ik~ 1
£, \ Ö
l, r \ (,
1
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(,t-g
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bb
4-
'/), b
i:
,/
\
\
L.
i-r,b ì
:i , D Vi
¡
1c l-,, lot (Wfiì./
\
(ti,." te. (iv p. )
L 'I 'i
(:~.~ r
./
Sound Survey Data Sheet
l- 1, - ~
Date: a?~~(I- C'?
íl~..~
Project:
Instrument:
Temp: ~ ~,/
Wind:
il-'SJ
o
( is:-'~ Calibration: f I 4, d
t
L,q kt Lm" ¥ Lm" ~ LlO tb-~ š L" f! Lso ¥ L90 ~
Observå'tions:
c.~-~ hr
""fl t r r -11. ~.-(J ~ (( J c; i~ ,~ 4-('(-
4:i: ¿ a.-?y. ~
!A¿:""ce c
1 min
Interval
Note
lea
1
C;Î17
2
3
6S'~D
~4-~ Î/
4
(;1 c t1
5
c.'.l q
6
7
8
9
/:'1~ICj
c&chi:.
10
11
12
13
14
15
(;"(9~(:
(
/;;~ 7
~F/~
(/?c:~
c; C:, 1.
w;,t¿f
(/Jl,¿t
c,i/o
t
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t/(
5?-?-
l-\
'2-L.
eir .C~::._.'
U-r( ,-~,-- _1(". ",rli-úc'¿ .l-cvckl be ~
Sound Survey Data Sheet
\ - 4-..~
Date: #
Project:
lt1f
~((-"
l bàlAL
Ali¡ i.'''clc..
location:
c ("" 1.!.) ,Jøý Ú '" ,L" ¡g-.fJ
Conducted by:
Instrument:
Temp: 1 o'Fd
Weather: C I é/, 1
Wind:
À (): c ì
Time: 1.: ç 1- vtt-
Duration: (C) hi k
Calibration:
(,~i'\',~
~ ..
114-
Leq b ~ ¡ (, Lmax 1 e¡ ~ 1 lmin r; ~.) liD '2 D, 7) l33 (7 1, I LSD ~4, 1 19D r?, -./
Observations:
1 min
Interval
Note
lea
1
b1, /)
2
,~ . C'
3
Ci, ."1
4
G.1,l¡
5
l t -!
, ~
6
7
8
9
10
11
12
13
14
15
b ~, ¿j
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( "&.y )
-~
\ - 4- -s
Sound Survey Data Sheet
Date: c;-( ( --( 2i
Project: \IIfJ ßZr -¿g
Location: flsJeO~;t- 81 ':
~"~~:i r J
~ -dri=== =(-4
Conducted by: 5-\ V
Instrument: LV \i/~
Weather:
Time:
C..Jc Temp:
q~tq
leq ~ Lmax 7S' (
Duration:
'LÒ Wind: 0
( C Calibration: I í4 0
(
Lmin~ LioGT l33GS('1 L50~ 19or-07
Observations:
1 min
Note
Interval lea
1
&;s;rz
2
a,Z'/G.
4
~(~
/"./(V
5
(9;;1 \
6
7
8
9
10
11
12
13
v4-:4
lr;.L \
c.~l'~
14
í;,\(r t-
15
?'clJ/~
3
~FO
'..
c;G,4-
Ç/~
r¡;',C;
~~2C/77
U.cJ
i ..
~ 1("/'crr~H /".fl /' ¡l(e;
-AI
1-..\~J
Sound Survey Data Sheet
ç\ C \
Project:
\.. aVv\.', ~ti
-
o ~ \\\
\ \\ (;
\~ \\ \
1JJ1-D 1~~ m,,\\&rj
Conducted by: C l\j\c¡tSll~
location:
0(1.(')°1 b \ V\.L,
Instrument:
Date:
( C¡ l i¡ r+ ""tt,¡~
o
Weather: lcirti i (I Oue\¡ Temp: G 5 , Ý
Wind:
Time: 8 ", ) (1_ Duration: \ S (Vi \ (is
Calibration:
:-y G ~.L! Q i-i 8
leq (0 .. Lmax t= Lmin ': ·
O ,0I VVth
\ (iLD
~-. 0 /í I í-z, L 0
liD 6 -f # () l33 h':7 " l50 b /' 0 19o 2(;.'" 0
Observations:
1 min
Interval
leQ
1
c;Si7
2
3
Note
r;'¿, L.
4
c;:7- 5
(;Gr 0
S
~3, G
6
7
8
9
10
11
12
13
14
15
C7,0
c,-, ,¿
c:c;
rß
G£.L Cì
c:A
,0
c.'t-
, L1
C;2, '2
CI1 C1
(;'ó , ""
'-'ii, '7
Lz-rJ
.
-s
Sound Survey Data Sheet \
v\-- S
Date: Q& \ It û
~
f L CC1Y'\Vî 'ì ~O
Project:
location:
b\(\
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Ä=: \!nlli,1
I11n
J L¿,~(J
Conducted by: L lV\ 01'\$\)'~
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Weather: ~ Mosfl¡ )vl'1"7Temp: Cb" r Wind: O.-: VV r'v
Time: OJ: 3 b i Duration: \S \N~flS Calibration: I ¡ if, 0
Leq
æ~LI
L 83~5
L, 1193
L 7(,0
l bfl.0
L G'l0L
max
min
-I 10
I 33
~ 50
90,/t;"Cj,S
().
Observations:
1 min
Interval
lea
1
'1L Lt
2
3
4
s
6
7
8
9
10
11
12
13
14
15
"'10, B
66.,(;
Gf,?
~i-,.q
68~.5
(;15, D
" /J
CYJ
1:
Co.
,; .1/'2
.)
G"1" tbe;, :3
Cq/ I
6&,8
C;4. q
0q/-f
Note
Sound Survey Data Sheet
1-- 4-- S
Date:
r \ CJAW\'ißO b \\ \
Project:
55)
location:
~(c\Yl k) ì /1
i\tJA(
Z-4-J
( M CttsU'(
Conducted by:
G i0(~1fnstrument:Of2'-ZO
/ J î u , \~\'
Vi t__
Weather: ~1n~'111 5\Av¡~,-t Temp: '9' P Wind:
Time: J I (01- f\ !\!1 D~ration: \ J vif\S Calibration: L (q 10
Leq 7 r 2-tmax £;6 r 6 lmin ~S¡, ~ LlD Sf, cr l33 53 r 0 l50 5'2,4 19o q 8 l;
Observations:
1 min
Interval
Lea
1
.;)C;~6
2
Sl.. ;:
3
r;3/1
4
5()~B
5
Ç~,":7
6
7
8
9
5"3-3
Q!írn:4r\'
5'8" I
.?,7i'rCrqt+-
10
11
12
13
14
1S
Note
r'
5/5",.5
51 ~ L(
SI¡q
5'3,,5
;; 9/3
52,'l
1)2~3
(i
53 .11
CC'¡
))nrtq
\J
i!lø:;¡r1"-/
,
-vr-J
Sound Survey Data Sheet
Date:
Project:
(Ó//l.~
ri
G\\ ÇCß- ( (Vc?Vt io b-l;'1' 1:o Dr( L (i (tid 7
location:
B IvA) Gv5J
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Conducted by:
Instrument:
Temp: 1 DF
Weather: C í .l'r,l
Time: I /: (I lq~ Duration: l'r h-,; i-
Wind: (tt \ ýv
Calibration: 1 L 4~
Leq £4.. I lmax 1 b ,') lmin ÇD ,1= liD b '6, 9 l33 63, I LSD rj, r 19D ç 3, L
Obse rvations:
1 min
Interval
lea
1
2
(,4-,i
c,4-ß
3
61, ô
4
~4,4
5
'2- ,9:
6
7
8
9
10
11
12
13
14
15
Note
\A i.\ l
( L.. ii )
~ f\ l.
(bfl)'/
~" ~
( (0 gJ!
,~ ,61
b~, L
G~,C
b~,J
t C ,01
L4- L
(, 0, ~
(0 ~
,ç ,J
~L, ~
2-r -$
Sound Survey Data Sheet
Date: r;~ _.~ ( ( --l5
Project: '..j -rA- f?Q-r 7 12
Location: Cb ( 0 'Îl
C¡4d (Aj( f2uJ2
CI44 (eyC'
ú~LJ
r¿ erQ_
~V
Conducted by:
Instrument: LV \ßi u-c
Weather: OZcAC Temp: 7~S-6
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c)
Time: (D c''Ç Duration: (S-'
Calibration: I ) 1; 0
Leq G g¡ ~ Lmax ~ lmin çl (~ l10 7'211
l33 C£¡ t) L50~ 7 Lgo5Ç2-
Observations:
1 min
Interval
Note
lea
1
?;?J4-
2
r;,¿t/t_
3
a~O,
i c:
4
(OS
S
(Perie,
6
7
8
9
rb5"Co
C:;~L+(/,/J(, '1,
10
11
12
13
14
15
c,q q
c,-f'0
'--,. I'r'l
(hq-:ct
(20:0
~-ii
(;C) \
(
~. i)b
-:?/Z-~.J'
/
/
41cJ Li)b
v0l 4Fr 0 VTA/Ç,\C 14'''/1'-,,( /ì_c/' 6(/5 ( (
-: 7./ /,
c./e-.
'-
c'6....
ev
~-,-,J
Sound Survey Data Sheet
Date: O~ \ \ 1\\3
t~ \ (Ø;aD biT
Project:
Location: 1hz- Î~ \ sstD'y\ rV\ n
. ï
Set v\1 ~ C\ C''Î (C\
rS-IJ
ßSq (\ C(.¡VWf\O
Conducted by: C IV) Ol'k ~)~j
Instrument: 0 i3~ D \ \Aè 8i'L
Weather: fìriIy OOlAdy Temp: "100 f Wind: L;: Wi eb
Time: 1/ l 48 Duration: \ 5 V'~ :: 1\ 5 Calibration: I ( £(.0
leq C) .5 Lmax 7 2~1 Lmin Lj7. 6 LiD 65: if l33 bri!l' l5D 51/5 19D 51,;Z
Observations:
1 min
Interval
Leq
.'-rj /l
1
b¿'¿
2
tOi '3
3
l;2, (;
4
61,S'
5
G'L.. 3
6
CO" 3
69:',.
'-;7, f
7
8
9
0,
hi.. S
Lf
10
11
12
13
14
S:3r D
15
G/.. D
G! //
(;/5Oi
5/5,9
£,O~O
Note
Sound Survey Data Sheet
~ -1--J
Date: 6;/ci- ¡b-v I.-¿
;
Project:
!
t
\t~
location: I ( I) f I( (L (e/v
pi \) ii YbÛ )
)
Conducted by:
Instrument:
Weather:
Time: \
D
Temp: 1lJ 1-
ç" 0°1
ll ¡,
'; ( b
Wind:
Duration:
C/l / f,,"
Calibration:
Leq k'l /) lmax 1 Y; i D Lmin ç 0 j liD 1 (.j L33 l 1, J LSD £ r. ~ 19D r ç \ .r
Observations:
1 min
Interval
lea
1
I: 1, 6
2
l~~
3
L 1,4-
4
:6 r, 4
5
, q,,4-
6
7
8
9
£1).;7
~11~
tJÌ (
i
t: q )¿/
h r, ~
io
iLL e-
II
12
13
14
15
Note
Lci C
lJ~f.
¡J 'S IJ (,
I
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r/...L
J'
tv"",L ¿B
Vii I.
¡,.J tb
bl,4 0'B
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wl4
t:-r(\l'+~f'\/\ / iJ",
~rl L
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d~
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k1.. -f ". ft..
j
Sound Survey Data Sheet
~ ~-i-s
Date: ",!i?- ((5
J
Project: bQ-T \ILA S-l
C'.~ 14 (eJ () \¿ ~ æ Q
Location: MóAJt-otk -¿~, ç& _
¡
.I
(ooD &:cf ¡ ç c ,
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..
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Weather: G('£¿C
7;°
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Instrument:
Temp:
Time: CO'~ (0
Duration:
S,-8; Ln
Cs, Calibration: / (4-,0Wind:
I
leq G8'(i Lmax ?i('S
Lmin 48'ik, Lio -n L33 .£ L50 .ø Lgo ';S/ó
Observations:
1 min
Interval
Note
lea
1
G';;,A-
2
3
'70~4
G7' i
4
it .~
5
G0 (~
6
7
(~~l e,
8
9
10
11
12
13
14
15
f
Il'l4(/'~ 7t:~::i '~
i(t) i Ç(
C/RLz.
(ef/I",
Cc/~
(,,,-)' i
c./r;'e;
(
'r/ !.~
cß
'",
~-." r'~
Sound Survey Data Sheet
Date:
L ¡;ii
Project:
location: £" i l .- ¡J i- (.. ,,,l . f 'f L ie ri Lí h (/.1 Vv C ( 1 V :, c. ¿..''' p", L)
Conducted by: ç /.,,,-1A ¿ fA(t'"
Instrument:
Weather:
Temp:
Wind:
Time: \ 0 ,: ç€ td\ Duration: I r /r.lÝI r rv Calibration: i I 1
Leq ~ lmax 11,4- lmin (D, t:J liD L1è,t l33 £,4, 1 l50 /; i \s 19o ~ ~,JObservations:
1 min
Interval
lea
1
Li '2.
2
tl(; , ~
3
br,t'l
4
b 4-, 4-\
5
6, l, 4-
6
7
8
9
10
11
12
13
14
lS
Note
1/1 1/. ~
¡.. g
L á 4-
(, ~ ('
,,(; ;
(,~, rb ~ _ to
L 0 ,4''C, b
t: i-, \
b£ \~
G~ \ 4-
~,
t t1 (
'Z-..
W íl
Sound Survey Data Sheet
~~i,.. s
Date: CO --('2 -(~
Project:
J3T r/ti z:c
location:
Nal"ro'í ,fa LtJo/(uc
('MØ,Cêf ~
\I~S(J(O Çv1.. ((we: 4I,J:y2iJ
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Instrument:
Li ~ ruZe?
Weather: Clwc
Time: to ~ ~:ß
~.
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Temp: 1/ 7 S-
(0
Duration:
Calibration: II 4;t 0
Leq ~ Lmax ??I¡ z. lmin 2L LlD 7;q l33 (Q l5D 6~ C' 19D Ç1~q
Observations: Ce~ vJ(:~"/~L tÂC:'.rZ' ss: S~f'Q:k CØ~i çC-'l~J(
t- ~~ br~"'L ~r I".Ef's+ o.. t~£c'tSvrth¿)_
Tv¡ pi c-~ ,rt ( 5 Sf ~(2 f t( c I ~ c.Jra- if
Sq v1J c,ß¡ (I c-.e~1: f &I Cí t- r¿~ ~IÍ .~s e: c' eJ. (b (£
;,,-Æ- ,r"Í
1 min
Interval
1
2
3
no ~.
ll'tL CÇl
Note
lea
c;q.ç
ß8,4.._i
.J
(C..
w-....gÍ,
~
\(
~tóZ¡'
4
rAf
5
/"/J"e;- 4-
6
7
'70,0
8
9
10
11
12
13
14
15
.J r7L lç r-
C;;,- CJct.~
,
~7. 2(
It
1M$"' 0
ii
if/ c-
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I ,_, cL", Q r; (
Al"" ¿: r- ('1
'7
Sound Survey Data Sheet
~~r.,s
Date:
6);/;'t7/3
i
Project:
location:
\/~(S:(.tl1c k/ ()~ heft-x éM (:1 (UVl'hiCk- 2e La ~ Pó) Ie)
5 Sì/l¿. tof 7;¿Z
Conducted by:
Instrument:
Temp: 1 Q-r
Weather: L \'(1\ Ý
Time:
:- I ~ l ~ Duration: I r i.i-
Wind: fv1/ ç(
Calibration: I \ Æ
Leq L I), D Lmax ~'1, 0 lmin 4- Cr , I lio~) Q ,( l33 ,l., ') Lso (; ò, i 19o S- 1. , 7
Observations:
1 min
Interval
Note
lea
1
(. S' ,/1
HT ~()
2
'C6 ,¿l-
.e l-
3
/)4,
~LA t.
+-(T FI2
4
I~ 1. í('
5
Ll
6
7
8
9
10
11
12
13
14
l,i..Cl\
(" \?
lS
L s- ,/7
'1
Lt.i-
L-i,1l, L .,D
(i,4- ì
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ç-q, ~
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f
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1
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í .e/Pf'.£ \", \ \£:1 'Y1
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be-, \
r
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ciÍ/t~lè\ cT I' °1A:
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Sound Survey Data Sheet
~-\ -N
Date:
CG\\\~\t\O ~~
Project:
Cì rC)(i C,( C\ S V\ n 7-/5 \5
Location:
c ci \\1\1\0
C MQt~l,t( f
Conducted by:
oi39 ~\,~~ ß\~-
Instrument:
cWeather: ,),) V1 ViZ"
Temp: f2° f
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Time:
o G \!L\ 1.
rO't oq
Wind:
Duration: i S viv¡ il1 5 Calibration:
\ ¡ G ~l11
110,1
eq max min 33 50' " gO
L c3~:1 L gG:..(j L. l-(q 1'7 Lio Cr; '3 L G,'2~ r; l CO- I L
Observations:
1 min
Interval
1
Note
lea
C!J4
2
C'3"
3
Ci,.-¿
4
C;ß,.L1
5
c;3,,5
COiT
't~I/Vtfj
lltOi¡--
6
7
8
9
10
11
12
13
14
15
r;q~ c5
COtr
ì(~li'r.'t
11,l_Clr
)
C3/-!
C5.. )
bL
f
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VV cV! 1,,+Or
1\
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ìJllrt0
J
iu_C1 rL,1
1
54. /
Sound Survey Data Sheet
+-l- S
~
~\
Project:
Location:
C.,llW\i
......W\ \1
.\) ~ \
C iVL C\tdj V) \
Instrument:
() -2-3J S \ uG
Weather: )\A V\ ÌI ¡:
Temp:
Duration: I:' t-'ìì'
Leq
02/0
L 770
max
lmin '1 ' Lio 0"""
Observations:
Note
leo
2
l~,G
(;2,3
3
(;2,7-
4
5
6
7
8
9
10
11
12
13
14
15
r;B~ç
G.lf ' if
0\
~ ',L
61,,~
5'0.0
C'Z,'
CO,2C;'2, fo
r;q ,7-
58..0
(;0,0
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ç~\
C~V~ìflù
8J~
7i"ç-~
Time: /0 .: 1Lf
1
1-SCl)
fV C1 rì Ci r\\ \s r Y1 \'\
Conducted by:
1 min
Interval
o ~\~ ,t- \)
Date:
Wind: 1 () q
)10/ tL¡
Calibration: l ía , f
l33 Ct, !
L50
SCr,2
gOL 53,2.
"-\
4-1, -J
Sound Survey Data Sheet
Date:
û tol \ 1-\ 13
~ \ lci'M I ~D D i-r
Project:
f C 011 0 Lod~.t-2:/-\17-
Location:
(' M rit'1' II.
Conducted by: L v\. ...\.,
Instrument:
f\
S Cilltei ~avT\
(ei wiìi10
o 1-39 b \ U¿ 812-
Weather: SVVlVl~/ Temp: .,¡-tt' ,.:
Wind:
Time: I ( ~ I (; i Duration: 15 J1;' 115
Calibration:
( I~'. 0
eq t? L., max í J, min " 10 ib. ")
L /"/7 D L "'-L 3 l 50 '3 L r;r; 0 L33 ~'J i r; l50 00.) 19o 55, a
Observations:
/
1 min
Interval
leo
Note
(ó'~ S irLlCI¡'â'ifl
nO/le (hq/lIl1l¡i¡íll1) irlk
./ t) '1 (e¿roA í t~
v
1
S~~t1
2
021C¡
3
Set ,9
4
0) ,~
,. ,i:
I
S
GO, fj
\
6
7
8
9
10
11
12
13
14
15
9(.1. 0
I
¡
t~ .()
C:J" 0
'4, G
CD¡r
f(
ri-eC¡r
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I
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,
!
GZ¡!
I
64 ,~
t:1..O
¡
00.0
cJ .3
~3: 10
\
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~-;-s
Sound Survey Data Sheet, \ (\~.
Date: de \ \ _ \)
Project:
~G\ ~A'\ t\ \) ~ \0
N ott:\~iDfJ
Location:
(\ CO\Vvt~ It ì J G1 \ilc'\ C \ 0\ V ~
L MOt,~iJ
Conducted by:
Qi3q b\\Á~ 6\L
Instrument:
Temp: 7-3 r) r Wind: '3.1 l/1 t~1
Weather: ç J'f rt
\ 1-! C' 0
Time: \ ~) -1
ír (;' 85' c
Leq 0b /j' Lmax · '\
Duration: \ S 'fl'f 5 Calibration: (~~ ,0
min 10 tí 33 50 gO J L- . ::
L L\ 3,0 l G5J l ç;ri. \ L Sq A c1 L C,r1 ('2
(,,L¿
Observations:
* 10
1 min
Interval
Note
lea
1
5 l-1,.O
2
Gj,5
3
SgS
4
(;/-,1-
5
6
7
8
9
10
11
12
13
14
15
r¡1 ~ ")
...G'
)'''L0
r;'~" 0
GO" \1
SC1 / fa
(;2:1
l-C,8
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if¡ ;20'('
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ind uJ.~
ltV¡ 1))1\ ¡ 1 olf
(('1\0 n itÔt
() l(
O~
f-xC(j)r') v:
t- (., J
Sound Survey Data Sheet
Date:
OG \i G
Project: J. CtíVV¡)1\O b \\T
b-e::;,- (l)e5'-r:Ji1 d í2 rl \ ç (C' ,
Location: 1:7 Lt. v\C1l~v1\ll Ò
S\.lY\ VJVì Vc\ \ e.
\J
Conducted by: C f\~ (XrS V;
Instrument: Q 1-3\ B I ,) t-- 8 ) 1~
') 8 J S i (rl 1'
Weather: $v V1Vl'l Temp: '1-:/ ç Wind: \.cr \+ Lt'ì
Time: \ Lv) Duration: J (/vi ill S Calibration: / 7; (j
Leq G q i b Lmax 1. 3 ,11: Lmin 53,'3 LiO 13. l33 Ge¡" ß L50 (,1, Ll Lgo 5CL 'L
Observations:
1 min
Interval
lea ..
1
~,,(/ f rJ
2
G0,'1-
3
'1\ 4-'
4
~r~
/,' (L
S
(;t/1
6
'1-LO
7
(;1-10
'\l-1 r;
lL
'(J D
tr6 f
8
9
10
11
12
13
14
15
"1O /~,
~r~ ,C(
~\ AS
b'c11B
r1.ß5
(;
(/ ;;c ,L
1'
Note
Sound Survey Data Sheet
t ~1--J
Date:
O~\ \'1\ \2
\
~"\ (rANt ~ 1\0 b Y,,'\
Project:
Location:
\006
IV\ oh k r~ O\A~0 ~ Girt
r\ CQwiiOD
Conducted by: C ~':! 0¡+5\/~.1
Instrument: 02-31' B L/¿ 811
:; t-
Weather: ').)1111/\ Y Temp: ~BOt'Xind: ~,f yiv¡ V~l
T.
ime:
\' (11, \41.
.- ura
D ion:
t" ) c:
J 'l/¡J/llvic:
II"" a i ration:
C I"b"¡;IlfL
'1 i 0
LeqtJ/,
-6 C;'¡ _ma/'
a L."
6;( ./.
II LL
L . LI(~.. l33
Q /'¡?
r. Jt: /'7
-l min
I Liot:)(j/..
(OV"'::
LSD/'(,;7""1'.J
19oc'"-c:c,
.'.,0
Observations:
1 min
Interval
1
2
Note
leq
l;1,O
b r: ..
~7 .-. ;-
3
¿:8,0
4
(;4" 0
s
(; ::L, 0
6
7
8
9
10
11
12
13
14
15
(; c.; .' to
bU'Ô
¡Ç'0..Ô
61" 'L
~¡
T' I
(;5.
vr:
G!71 L
''' "Z
6 ~~,-..'
0'5', I
h(:,-O
Co.rs
~
cP¡CCI r
(oir
by
~
MeJer
i
II
Sound Survey Data Sheet
5".,i,-rJ
Date:
or;/~12/lJ
i Ì-'\
Project: ,
~q ¡ 1
Location:
f\ (cpVI\VtD
Instrument:
Weather: 5 \Av1 V1 '1
,.
Observations:
C~
1 min
Interval
1
2
lea
Note
01-.3
Cbrq
3
Se: ,i-
4
c;(Jr 0
5
&;'
::! " ~
.-
6
7
8
9
10
11
12
13
14
15
CO,~ q
roB'
Z
i ~"./'
(..-'("
'SB,.S
c? 0
0''J/2
r:q
,-,
.,.'..
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cpr-S~
II
SC¡,.D
Sq "ß
..C:o
I"Lf.
58/0
Cc\l~
CD¡rS
~
,
II
i
Ý:Wity
nOì)~
¡ Vì
b'ÚL( ~rw~
Sound Survey Data Sheet
) -J,-,J
Date:
b ¡ /1'1 (?"I j
Project:
location: (,,,1- L;i, f cfZ (L'1 (0"; \ 1 "cd i oJ 6:1)
Conducted by:
Instrument:
Temp: 1 D l'
Weather: L 1-(1\ V
Wind: (¿;, l~
Time: i I ~ i Cj c-- ¡"" Duration: l r ~ yv
Calibration: ¡ (4:
¡
Leq b4-, c: Lmax i ~ ,1- lmin 4-t., b liD £~. r l33 b bj~ l50 S"1. f 19o r 4-, \
Observation.s: i .A" eLf (\
'1?~ \7 L' '1 !. \" ~ ,¡" -ty¡,~ Q' ~nrc(-.q d
1 min
Interval
leQ
1
60,0
2
r~ ,q
3
14.1
4
tlJ.4
5
(2, )
6
7
8
9
10
11
12
13
,1-\ \
Note
IvÎ-( i.f (Le vJ ~
\ v v l-(. , ,~...'"
J
rCl , '1
, f :0 i
WR 17",(
t: I), 1(, (, ~
rc¿ .1
1;(,1,
f1,4
14
(; 1-, b
1S
r(l. ~
i-T
W\l
lJ d.. iei I,d r,
a
r; 1, Ì/
...~~
~hS
Sound Survey Data Sheet
s-..~.. s
0(; \tl \J
Date:
~\ ~'\M~~O ~i \
Project:
Location:
~. L) ~., Cq SCctd t¿) H Wts
07-4' (,
L\ Co.0' l~ tJ
Conducted by: C M c:+'5\A j
Instrument:
oi31 ~\V~ ß\t?
Weather: )"'1 Y1 V) j Temp: 'l 5° f
!èírfG r~ "
Wind:
Time: . J ,'i'l) Duration: \ U M i vis Calibration:
/-7
/) ~
.tlLW¡l~
I\a ,0
Leq0,7-/r
Ç)~1,
q //'
¡ ( f Ρ¡'
" max LLlmin
d'" L2LiDL,r
101 Jl J1"17
l33 ,k,'4
l5D \0"1
b 19o..r'\1
r~ .' 8
Observations:
1 min
Interval
leo
1
~~J ,7
2
(;(;,5
3
bSr5
4
01,'1
5
hf-J. 3
6
7
8
9
10
11
12
13
14
15
Note
(;'5",5
ç;G' ,,6
Ct,,?
(;2" '"
~5_B
&;'Ll ~ Lj
C;',_ :Jc
6;'7-,. 3
67,B
c:3. \
q ¡íCl"qt,,y
Sound Survey Data Sheet
t;~A--j
Date:
LL3/~ì 5
Project:
location: £f A & ",J l1fi (11 VI 4r r rr- -¡ D g,
Conducted by:
Instrument:
Weather: cJt..,.J
Wind: (b I y.
Temp: 1b r
Time: I I: (b (~/r Duration: (ç- ""~
Calibration: (f 4
Leq ti.1Lmax ,q.Llmin 4-~,DlI0 &(),)L33 Ç(,6L50 C;',rlgo ftr
Observations:
1 min
Interval
1
2
Note
lea
(Q.1(1; .1-
3
( i) ,'Ì-
4
ç g "e¡
5
fIJ.",T
6
7
8
9
10
11
12
13
14
15
t1, h
rlÇ .1, ()
Q
Ç'4 1.,
ç1. '0
çe¡
l
¡
'0 fA \
''t 12
Hf
LJ Ie
bi,~
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J
r 4-. 1.
r:1, rre¡ .'i
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/-'J"f..v,c ,/ ¿.( ,.'
' 1(, .
I ¿, ''r '-';' i: '-
hl1'\1 k~( I" 1-1
J-
t -4--S
Sound Survey Data Sheet
Date:
/;1r3 /70 (3
Project:
H11 t'Le it ~f ÚYM1"1 t/- ri/ (e2Ahhe Q¡/
location:
¡
4JCl tiCK
Conducted by:
Instrument:
Weather:
Temp:
Wind:
-
Time: ll-;)'D l ''' Duration: I r- '-VI) /.,. Calibration: (I t
Leq ßc~r Lmax 1(.' lmin r/.t liD '~,l l33 'D.~ LSD r;1.7- 19o tr,L
Observations:
1 min
Interval
Note
lea
1
bD.,Ç
2
t-q \
3
¿d (. ~
4
5
6
7
8
9
10
11
12
13
60,2.
(L .4i: J' L
f R L/A c:Jl- 1-.
~ ~ ,4-
L (. \
C. b 5~
rei. ù
t'Z . Iti -1
J
L 0 .\'
14
f ~ ,S-
lS
Ç"/ì,')
,
F ~l le,(
C.. V ~-IA rtí\'\/l Q
ì
Li v
b -t -rJ
Sound Survey Data Sheet
Date: (,.~ /7 .~ (3
o 50S
vrA Ve--~?) ('ß?.-tlvT)
(;= Q C.r1f
(.\ÇJ:+'"
4'A/~
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Project:
Location:
b~ 'S~"'7v~d ¡1,dUePo. (6 -I J
TÇL",H1 ,.+- /:CK ,t
Conducted by:
",~V
v
L5 Çfu~,
Instrument:
Weather: Lle; ,gr Temp: S-OO Wind: Z -- S tr!ti
Time: iZ .~S- 2- Duration: I S- Calibration: ( (4¡ 0
leq i4 Lmax 1'45' lmin 9J(K LiD ~ l33 G~ç; L50 ~ 19o ~
Observations:
úiJt;cz-h ON Crl3
í/'- '30 rFt. .~0V ~o 0,
1 min
Interval
leq
1
c,ç 51
2
Note
1 (,4:-r
3
IG,ç..Cl
4
Q,-~ ~'2-
5
re~ 'ß
6
7
8
9
10
11
12
13
14
15
ê.C,I-Z
Q~r (
ç2:Gd ~
C/J '7~
ß
(;2, 9.
Cl;.l,~
(VT+- -z
ev~
(;-;7/5(
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,
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,
(97~-;
D;Zt7"
L
I,fT c;,8 .- c-r."a:.;h t'~ ~I d Ii/iF 7r', "
V'
6 - -
Sound Survey Data Sheet
b e--i-J
Date: (;(1'2- ~(3
Project:
location: l (A¡I~. ivt AI v.J c f 'k C fl('f'-/\ éi=r: (cr ~
i
Conducted by:
Instrument:
Weather: Temp:
Time: I i-;- t b l W' Duration:
Wind:
Calibration:
leq '(.ó Lmax 14:.4. lmin ç ~.C¿ Lio bty,2- l33 bO'i l50tt¡, r 19D f'b'1
Observations:
1 min
Interval
r
E
Note
lea
1
£ (\ D
2
l, r. ~
3
h D ,4-
4
t;Cl ,¿1
5
"L 0
6
7
8
9
10
11
12
13
14
r tó ,,\
1S
b~,r(I" q
\
l", (
D
( 2
\
(ti.. ~
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..
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'-..,1/ n /Ì, g ,(
ì
-
'.J"
"j' ¡ ..
. .~
j
k-1i-J
Sound Survey Data Sheet
Date:
Project:
GrCtl\d \-\eAt_\ a;
í" 1\1\ L "
C~t\\àrQ~~ ~ ~n\\o\
_
I
\ .J~
C;vV\V\'r
Weather:
)O',lt:
Temp: ~ 1\ v ç
Wind:
S'C?
q 55
r, ~AL
~
o. . LSD
. i 19o
Observations:
min
Note
leo
/'''
1
5o" L-
2
c8
-;7
;; .¿ '.J
3
58.,7
4
S~~ l;
s
6
7
8
9
10
11
12
13
14
15
(,
yvOjr
,..~
ý¡'/l
¡, ,-I.,'
'.. r
c
5ti ¡ ;;
e.O.
r,
L
Cotr
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SG.25'8, ç;
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¡lJltt-lt( ..
£r
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(;Dl2c; G
" pa
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02
C'f l
, I
0
,) l11th
Duration: \ VlI),\'()S Calibration: II q t 0
Leq 5gr 5 Lmax (;er ,,8 lmin 41 u (; L10 Ç;2 ,i! l33
Interval
ßbS C\
6231 B/\.AL_ 8 )'1_
Instrument:
1
Cei.dtf
;
L i ~ t f7(f)\,i\!
Conducted by:
Time:
\)
~~\
t/\ C O~v\~ \. ~\ \)
Location:
(5(, \ 3
(
COIl'
f;i (),9¡r
!1'le+-.
Iheler
b ~~- S
Sound Survey Data Sheet
Date:
f\
Project:
location:
C\ CC\V'A//LO ) )vhnyvGlk
Wind:
Observations:
1 min
Interval
1
Note
Lea
SS, C¡
2
cc.
0
)I¡; J I
3
5416
4
5
6
7
8
9
10
11
12
13
14
15
\¡ Ii
Ü b \ (3\ \3
5/1,7-
ct. r.iL
vc,"'::
:;;: ;.
I
/jc.,,3
5'.,Q
57-3
55~ "'7
Sf, ~?
C.4
:/b " ,
5'7.5
58,5
ç;yt:
. "./
(,"5 -¡j
Sound Survey Data Sheet
Date:
00 (\3\ ¡)
:i\ (IXVl\ ~o 'O~1
Project:
,
location:
rf L"'J'to y\ e, t, C\ r-l ~~fNrt ~
(?
ÅV~~lL(î;GO(ciP'ìO)
.&1.\
Conducted by: L M O\tsù'(
Instrument: 0 '1- ') Cj D \ VL
Weather: ) \Av''1 Temp: -- 1 Ò f
Time: H 'i 05 Duration: \5 f'i\Îns
0..0
Observations:
1 min
1
lea,
c;q 0
.. ,1 ß I
2
3
C8
\
~., "
r;3-- Ò
5
5'1,,3
8
9
10
11
12
13
14
15
Note
cdrcrc¡f 1,-
sq. q
4
6
7
Cqy
ì)eq(~'
¡1/-lcr
CG,.
Se¡, q
(;q,
4
ll.;; Lf
t:î
C JL
,
calibrationl)~ .0
Lmin
L\0A3
L (;- D33L '60.50ÔHL'J'#_
C;ri t: gO
L
' 10'
Leq , Lmax
Interval
Wind: \ .. 0 ¡1l1 eLi
I
(;
t.1, J1
5Cf~8
,i;r',."'
~)
'-'1" 7
51,,5'
(:"o,( s+cn4( fir, n¡¿Cu-\::iY
u
i
"'
6-5-$
Sound Survey Data Sheet
Date:
Project:
f\
Location:
Lf'¿S1v Jl iJ o+eJ
OG ií~ (j
c (;, \~~ J ~__D rs i:r
qO\ 8 CG\Vv1\flO
)\iV' ~'tvJ
Conducted by: C M OthA J
Oi3 c; JJW& 811-
Instrument:
Weather: '5 'VV/lf( Y Temp: q1 (1 r=' Wind: 1- J 1 VVl~
. (rJ Duration:
; 3/ i I ct
I r uJ L~l
Time:
0 .11¡J1\1l.(~
'Iv Calibration:
i.
d'2 10
/'Q33r' 50
I r' vr;'l~,
-7 C
eq I,i::
i 71,;
max ir: min
gO ;l
0
L 0 :7 L ., ;/ L 'J 1,.. L (n:J 1(' L be.. g k, L ..() " r L :: 11
Observations:
1 min
Interval
leo
1
C/210
Note
2
r:C)1r
3
C
01 lr"
:J
4
GÓ,1!A
5
&1,8
6
7
8
9
10
11
12
13
14
15
6t\ /1
(;2-)-\
t:î
0
SCL5
¡;O, ('
,,- 1. ()
o ()
GO )-1
C:/l2
ol
hÔ~C1
GJ.Q
~ -I -tJ
Sound Survey Data Sheet
Date:
~ \ C0\ 'V'v\\ l\\ CJ i K\
Project:
location:
1,+ of t \ \j' UiL
Conducted by: C ~J\ Di t~ \./ \
GL\ \Af.
0(0(\\ \?
¡ ~-lJ
£ , ((t;VV\ V n 0 ~AiY) \/ 'i QJ¡\,J
Instrument: C) '1-) 9 'b \ 'C-L 8 \ 1_
)8~iS
J . \C
Time: ' Duration:
J tNt!,1,.,
Ý\ù Calibration:
Weather: NoS;111( 5VjV\~1i Temp: ¿ L( (. r.
Wind:
Jll4 r"if~
f 11,.0
Leq
¡;~, max
0 L '25ILJ
C:52,Q
l /"17';1.
(3. ZbL í'.,
(I 4gO
l Sb" B'
. L,
min
1010
33 L' 50
Observations:
1 min
Interval
lea
1
0\"1
2
c;'¿ ,.8
3
r:q,O
4
s
6
7
8
9
10
11
12
13
14
15
(;2/1-
C"Z 0
C;5- L
.. /' -
ç:L( , g
C6"LI
CtlpLI
C'ó"B
GL'l
Note
./
/
/
-"
._'
J"
/"d
\....
_..
C2,L!
~,""..
¡;J ,.8
.__.~.
k,(",. 3
a c:
~()/ :?
..~.."'.,-,
,,.
~~G-J
Sound Survey Data Sheet
Date: G -LØ~t3
Project: '&T: V -r !l
z.¿t'r(I+
Location:
G2cQso -
a ~~4l0cO fè~ RL(¿
1M! 'fcd c/,s? JJqcuzQ(lf"~Cì.sf,
~\I
Conducted by:
LcD V3Lu2-
Instrument:
weatherCl &ez Temp::7~ 0 Wind: r¿ - S-' ~
§i
Time: Co : 10(/1/ Duration: t C f/(,,) Calibration: II ~,1
leq ~ Lmax ¥ lmin Qrj Lio 2L l33 G!J( 1-50 Qt '7igo ¥
Observations:
1 min
Interval
leo
1
(ó?5 r;
2
(/1:5, 'L
3
('oS e¿
4
(~)e, I~.
(n I 'i
5
Note
6
7
'7 (( (_
8
9
10
11
12
13
14
15
(;i-1 I
a ¡' r r. r:¿,L;l
/pvJ)I/('
( (
lIl /v
i
Go' 't
Ci~'! I
(n
'n?, 1/
'S
(n '11 G'
(/7Ý; ,1 J
Õ; /l\
0c/~
-J1011 -J
l
(-/101.
vvuV'Y""
/'~J
./
~ -i'" 6
Sound Survey Data Sheet
Date: (ClO iies
Project:
Location: ~~ S-tyt,-rA ('13 l~ f c 12; kif" Ví¿vJ )
Conducted by:
Instrument:
Temp: 2 otT
Weather: C í-e/~ y
Wind: eli (~
Time: 6: IL P lv- Duration: i s: tV'1 "" Calibration: l I ¿t
leq b) ,4- Lmax 1~ lmin s11:t Lio f:Ý.,1' l33 (,6\ ~ L50 b,~,~ Lgo t;7,3
Observations:
, I A "".¿ l, i-/ hI.¿ t l. v-
1 min
Interval
lea
1
~ r\~
Note
C v,,,i
l, ~ ,¿
3
()
4
b/),Ì)
5
6
7
8
9
r¿r ,,'4-
10
11
12
13
14
15
'i -t n.. i~¡" l1
J
2
c
~~..S
~~, 't
g, (~'" (1-1
i'b
Rt,v( r ) i; ~
"~ L
(3. Z
.(4-, J
be" d
L& t
gl/ (
~,b ,~
b ( ,'L
'f,,4i
(' I )
:ç (l
Iv¿'",,,
i,i/l
J
(1-2J
/-~
1-~-J
Sound Survey Data Sheet
Date:
é-i CV\rv \ \\0 ~t ,"
Project:
location: Yfi,Aft\" ~A.lV\ fìe\,V \\q~l(i\t¡)( ~ Acu:ss ~\lí) '-l.if¡"
b2_q w
aCts
Conducted by:
Oi 'JU \ j!c1'.
C J\1\,
~ ~\ rÜv(ù''£j
£1 CrA~~ìIiÒ
Instrument: 0 (239 b \ 'v/\t, () (L
Weather: Sd~V\i Temp: 8 i 0 r Wind: () ,8 \1'1 ~ ~
Time: /3,~ /) Duration: (S ~o/¡(J5 Calibration: I (it 0
leq O,,0 Lmax 72/blmin 17..8lio62FS l33 0Q,o Lso 5~2. 19o 52,.4
'Observations: A'! 't
\.,17
tn
rl,'ò
,VJ
t'ór t~i
1 min
Interval
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1S
)
k b l' Yì 0 h~s f, a l ý hD )e S J J' q C ¥:): C C1
c"lc ,- A \ ¡ CiiVl/\ b i't hi- VI 0 ~
\. CU~;5 Yl-t q r by (
i;.orZ,wò
,
lea
'iC g' i
C,&9
J .?",
55,5
r e¡ r::
l'. q, l
..) , :J
:s8/b
CO/3
.;;'t,5
59,,'1
C7 ..
.'/ ~6
6'7; CJ
S5'i
5b,-5
6'6."7
c .3
:7b~
Note
VI)
\ t¡
L q(~ 0 rÓJ\fi~
¡/
\d(./. 0, ,
(i ,-
.OVVjV"\IJ1J
(§
~
Ou.)Ht,M
b
t4iI1cl ';Y'V r
1-~-J
Sound Survey Data Sheet \
Date: Ob \ \ \/3
f\
Project:
C'C4'M\I~O ~ ~
~ \t,42r) eej ) ~QS ( V Ct\ Ut/ --rl¡ V)
Location:
(7-4J
\O(L
(\ (D,VV¡ J (i 0
c ~/\ c~i)\)\
Conducted by:
01')9 ß\tAt-/ Ö ) 1-
Instrument:
f 01
rlr
I 'C.. ¡
., L0'
Weather:
. 1 .,(J)1
o\/le i,,7(J
Temp: í()
¿ t./rWind:
i /V'il
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Time: \ 7- : f 0 Duration: \ Si /Il n ') Calibration: r! 4 . 0
Leq cc-7 Lmax JZC;r8 Lmin 50 ",1 LiD 71, i l33~1', 2. l50 b5~ B L9D 5" It .. q
Observations:
1 min
Interval
Note
leo
1
/"/:__~.J
~.,
2
C.-/,
3
.ç;ij'" q
(;C?
c), \
4
5
6
7
8
9
10
11
12
13
14
15
i
G2;_?
~..D
G3" \
b 3_. '2
æ6
blffLj.
¡: (;., r;
Ce¡49'
G:7ft
671.
6r, -;
\
I
(;5.- c;
~ -k-- S
Sound Survey Data Sheet . !
Date: C/I.L."3
I J
\3tT VTfÎ ¿J ~(W(1 ~1?4r3e¿
Project:
ci3 l'i ¿;c& ~.. ,.'i,,~ç , 'i(~s.. -+ ~,h'~ s~k
location:
\ V t\,J\ 0",\ I' l,¡, Î ì'l \l \ '~';,,l~) ~ "sf- L 0 F ~l 6l j
::::uu~:e:t:bY: ~ 0 G ~uS l1=ij~
Weather: t1o~ )'J¡\Temp: v,7Ç- Wind: s= t.!i
Time: C;/ I 7 Duration: ! S Calibration: i (1- 0
leq aq Lmax ~ lmin r:~( 7 Lio ~ l33 r4 L50 C2 19o ¥
0_ ' J r ( I n
Observations:
+0 (~Pt' ') ee;; 7-'., -t ( , ~j-5 / CAi( V. cø uS~_
ÇP(.f CIV S'Clvf¡ of çc:C-~ ~
1 min
Interval
lea
1
(90, ~
2
r/'~4- Ò
3
ì:c
(k
'- ('-
4
5
6
7
8
9
10
11
12
13
14
15
Note
("/""7 'z.
af:' l Co
G ì~'l
(; ~(( 7
.,
t.,L (,'
L v,!Pc
c/k-i
r"".
v
/ì/
i-,Á. .Ad ---~
'- VIA
--'ž( k
ci",tf.(Í-0,\S~ I - fCe/oJ
/ ( L.
71 ~ i r
f:,4_f i
f": I
f ( "7
C;( :4-
~,. ~
¡'/if /". "-
ii' í'~)
~, l L '-
L 3.0
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'3, ~~2~
4 ( bÇ. i í'l/l( ß""$ wg
i 6ft; '3 2- -i "£ß,
'6-~-J
Project:
Sound Survey Data Sheet
r
7
i s,-go
~:::~:~~d by: ¿:'-: ~ aD pò SM
C ('(J rA1,,44--zJ Á-~
4i\
""1, V i ,iA,ù
.Ji/~~)
Instrument: L-Û 'I (u~__
(r - rJ
Weather: C-LiZ Temp: / ~ Wind: 0
Time: b ~ Û0ß= Duration: ) ç:. Calibration: It:f Q
Leq (2 Lmax Z1 lmin ~ liD ¥ L33 fd L50 6~lf 19D C¥
Observations:
1 min
Interval
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Note
Sound Survey Data Sheet,
16 -\--~
Date:
t' - (1- 1"3
fO
Project:
p\
location: l.'tLJ: À 1- "'v e, (( S ~ i "" ( ~)
L~p'fi" ¿, V\ It t ~ L 4~ cb C?š - 1)
f-/i -(",v j ¿ ¡,.j 4-"~
Conducted by:
Instrument:
Weather: (1-(1" Ý
Wind: fv ì (.If
Temp: f) i¡
Time: ç:'"1'6 Y IN" Duration: I s: hl'V\ Calibration: I I 4:leq ''J ,) lmax 11, L. lmin r( ,L\ l1D f) i, \ l331 0 1... lSD b i,7 19o M
Observations:
1 min
Interval
Note
Leq
1
fob.. ~
2
t, q
3
4
f: ~ \~
f,q ,S-
5
b4~
6
7
8
9
10
11
12
13
14
1S
1'0" I
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4-
16" L
/) b 0
'1,L
'(',L
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r-"'
~i- s
7/tz i.
(,012
(q ~
1 Ù, i.
6(,,1
1/,0
tl'Al ~
k~
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t\~
!.. ß
~..1,-J
Sound Survey Data Sheet
Date: (!~( I~ (S
Project:
Location: \ q ~ 4: 1/,,/1; C (L ( ~/I-t V\e~) CC\ ~ ì;yt 10.f' ~ £..j;;t:íi \ r~ - 2~
Conducted by:
Instrument:
Weather: '~C(-eAVTemp: /) \) 1-
Wind: L.A I /'
i
Time: b:- (: '2 f ýv Duration: / ç /-1 r"
Calibration: I 14
leq b ç, 3 Lmax g-i, L, Lmin 9 liD &i,D l33 b ç, ') LSD 'L, 10 LgQ ~-t Ie
Observations:
1 min
Interval
lea
1
h ~,'0
2
l, (/1
3
1:4 A
4
b1i 0
5
I; i, 7
6
7
8
9
10
(, ))1
Note
~ /L¿,Ý ¡AV, \"'cL 'ùL\VlÂ
.£- /v
I
AV\e"II-év f .L(..,/ -tv '-Ar L
.J
~lA L.
iJ ß
Rr, i,
t,J ß
~
7A
LD_r\
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£ 2-,4L 5', i-
II
t. ~. l,
12
13
14
15
l,2"tL
£ ~. S
'4- j
h r, J
~L, i;
v. , 1?R
up STC,i ~
v' i t
~~1--~
Sound Survey Data Sheet
Date: &-(( - (3
Project:
location: ¡(pM t c tZ f: to tecYtfdt':f /)¿ l'i' \l ~"Ad
C8~-Z-J
Conducted by:
Instrument:
Weather: tll.)\,)12
Temp: 1 D r
Wind: kl1 \ ¿t
Time: 4-: ç ~ ~ rv Duration: (r tÆ7y- Caiibration: I 14Leq ,,¿L ,~ Lmax 11.) Lmin r i. L lio b' /:¡ l33 b ç , L lso D4 19o t(l.. 7
Observations:
lmin
Interval
lea
1
&t\\
2
'o,~
3
/,cC6
¿ 2-,q
4
5
6
7
8
9
10
11
12
13
14
1S
Note
i /\)~
l, I.~, t
'4: 4-
~ 2-. L!
G,l"L
64, I
t.. ß
Lt., (.
tv ~
b., \
,/;4.. l,
b4- fl
L.~..(J
b4- ~
bs Z
L. ç.. ~
L~.. ~
~-\-J $
Sound Survey Data Sheet
Date: 6 II; i I?~f")
Project:
Location: r( 6 c, r; LR Rt~, çt' Dí Sf" Q
L\!ë.¡¿f pi g4h1 ~ t;rff
Ce;
,.. I
ti';L;;:~\..~.
Conducted by:
Instrument:
Wind: f-ii' I d
Temp: 1 b 't:
Weather: L I-(Í' v
Time: 4.'r ~7 I ýV Duration: í r- jAJ'v\,
Calibration: I ¡ 4=
leq , 1 ,~ lmax 1 t A- Lmin rt ì (, lio '/ i, 1 l33
1 0 \ ( LSD 6 i), 7 19D
Observations: G ( N)f\:e L, w/ ¡"'"¿fA \ 1'r
W Q: Li\ ~ 'i +" P ~ .IV- -fvx¡.J of L, l+,L,
1 min
Interval
1
L r ,&)
2
10" / i
3
Note
lea
(.(1. 4-
ßi' 4
i-J ¡i
,
4
I) ù, b
5
b-i,~
6
7
8
9
10
11
12
13
14
lS
1 (,~.
i, -l v n Cl tL'ò
i
J
,~
h 4- L
/7 / I
b4-, .~
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111-,(,
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£tL~
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:¿(2
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LL\ -~
Sound Survey Data Sheet
Date:
f- \
Project:
location:
COl \/\'-\'\
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ßy~\-
o
(0\)\ Vy\ì ~1 i VÎ v,
(Jb If) \)
C\jL\S t \ CCî~\1\itc)
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ßrt/~
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Leq
~;3/,ß
/,-(
L c:
r. JJ,7C'2 '7
max Lí~,-.il
L, min1 ¡l ':lòq10iib Lr,í'-q
. 33 I0 l. AT
50ry¿,,/
porJ
19O
Observations:
1 min
Interval
lea
1
C/:;,o (;
2
3
4
Note
ci,9
c.c;
~-- ~ 5
CO".Cf
5
c;3,,8
6
7
./ ¡-
8
9
10
11
12
13
14
15
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Sound Survey Data Sheet
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Location:
c CÎ V\A\~t2
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Date:
OC,(v:i\0
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Temp: e¡ lt r¿ .f=
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Time: )B;25
Leq
JQ'I(//1
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Duration: ..,
iYJ..
1 min
Interval
leq
1
(;3/ J7
2
&1
. '" '7
3
bl., .L
4
c2#8
10
11
12
13
14
15
Ii') L1,1 ttj
1(£/0
2,- 3 max
L 6&5 L.min
4&.. 9 L'6"!i,
'2 l G33
:3 0'550
L G ¡,90
t? l 56/210
Observations:
5
6
7
8
9
Wind:
61/8
¿; 2,,. b
6.1 ,-"c
':3,5'
;;q# 1
6Z¡~ 1
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£0, D
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qy~-r-
Sound Survey Data Sheet
Date:
(, \
Project:
Location:
I
\l Ío ¡ \ \) \ \)
c.p V\/\\,';O D i'\
CíAVVì\ vlO ~\ Ç¡cep
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,~~ \l:Db
Time:
. Duration:
L;'o ß .~'''.. ? DC; '2
Leq
.J 0.., max
D L ,7":/, (.~
L . . I /,. :J
min
Observations:
1 min
Interval
leo
1
51
2
59 c;'
3
!:8,7
4
SY-..Z
S
(;'78
6
7
8
9
10
11
12
13
14
15
Note
-1'
0/
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" v'
S7. ?
+_..--
'-
~.
S J"
c ¿;
'0
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(;0 r 7
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IS IN ins
t(L\ 10
//7' C' 0 C, l;'/ I
Lio (::L' b l33 ;;0,. '1 L50- b..
LgO
Calibration:
19,3
q-~-fJ
Sound Survey Data Sheet
Date:
G II D \ \3
£J C t7M~riD i ~\
Project:
(-jOt qs
location:
Lo~ fo,ct t\!q
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f-q-~J
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Time: 4 G ; 0 I
C(; Vvt; (\Ò (~ 0, I D A \io)
M C\~')V:
Oi3t1
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r~
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~í B VV (J~i
1lLf,f)
Leq
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L ~0/
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53" ¡
max ß.l. min
b 533L 0. 350&;'
Observations:
1 min
Interval
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
lea
r:.'? ZP B
t;q ..i
Note
I
i
b3,+ _//
h5/ Ji.
i
¡;3~!
c;,-,LI
01,3
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/
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i
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Sound Survey Data Sheet
(\
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"'-~
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Date:
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location: C f~ks ;Òf: J:Jtvi
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1\5
Time: b6~'3 7- j Duration: 15 MIi.
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Leq
g¡;$4'
L íS',7
' iie,i 10'
l S'ri,O
l r;:'!o
(;5,1
max
b Lmin.
. 33
w'L50
Observations:
1 min
Interval
1
2
3
lea
58 ,0
~ ,.)
Sb/5
r'-, :;r- fJ
4
t:J ;:r-r- 0,-
S
~'B Ui
6
7
8
9
10
11
12
13
14
15
S r'
5'3.1c+ t.o
C
::
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c"Gfj
:; "
55r157-, Lt.
r;(prO
t;tLL\
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c: tj '-
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\4i\
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L .7L'lgO
~-A--~
Sound Survey Data Sheet
Date: Ob I\\\ \)
\1 I
\ COi fV'IV\O i ~\
Project:
c C! \'ì \ 1,\/
location: J\) f-tj- () Y C\ i (7 D \ io
;;100 £\ (l1~rAb f!- 4J
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Weather: P"Alf Ciov'd-( Temp: "' b d f
Time: S : 2~!3 D~ration: i 5 Miiis
eq max min 10 ' I,
L C~ 1'1_ L ß 2, L L . CJ 2, 0 L CCf t
Observations:
1 min
Interval
1
Note
lea
G4.q
2
C; 2 0
3
65_ ")
65'-, ß
4
5
6
7
8
9
10
11
12
13
14
15
-'
bL3
Ýìo
bJ- ~ b
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ç-1
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6£-2
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i ft- / (7 Î
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l33 ce' ,1 L50 G,¡;j i 1- Lgo 50, 0
\ -
\to --\ -J
Sound Survey Data Sheet
Date: 0~/o-/3
~w VTA-
Project:
location: s;Û¿jM4" f 1t2/ V4't=V &£/ -" Cd(CvpJ ( ?\
rIO-JJ
Conducted by: ~j, V
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Time: :2 : 09 Duration: / is= Calibration: 11-4 0'
L,q Cl,2 Lm" :8 Lm" $ Lio 7Z 7 L33 ~50 (; L,o ø.
Observations:
--1o r if ~(I- (2e¿6~i
5Vr-rt5Z Sri Lí. vc¿ùo'
1 min
Interval
Lea
1
C,c" '~
2
01 %;c:
3
C7(X
4
(;7"1 "1
5
(~c;l ()
6
7
8
9
10
11
12
13
14
15
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(;-/7 _
Note
L...n c.
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f
f
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Sound Survey Data Sheet
'~c\2 i \21 .
Date: l / i b /") D ¡ )
~,"~
Project:
('P~ IDA It(ì P I ~"J'íY\1 =fle, i Á)
location:
Pø\: 1 ç) L-' S i"" E (( ki-fi-U'EI\
/ (ltJ- tJ
Cc.1l~¡Ìh)A i Pt\r' ,vi) II (276 r tft-IZ)
;
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Instrument: LÐ 'i ¡ l-. ( ~ 04 ~ 'Ì/) CAl- Yì)t; (:t f: b .e.r)
Weather: C(.el\V Temp: 1 c- Wind: ~-J¡h)1
Time: ç ~ elJ tL. Duration: (ç 1""\'',,. Calibration: I I Ll-
Leq ~ tì, \ Lmax ~ Lmin S4.D LiD l (,~ l33 SY'4 LSD m 19o t(J
Observations: ~ r ~rk C c 12: b (Ah#) '--.f (""-€AI'ti\A
'S i !tq -ud-r; L' 1~""1J I,.,L -t" -f~ fh(L, """ Ie W4a~'J ~ -e"- 7/ ~
1 min
Interval
Note
LeQ
1
ç'l.l
2
, i..r:
3
(4, Ji
4
ç íJ, I
5
rí" ' r'
r;f) J)
6
7
8
9
10
11
12
13
14
15
rr/q
£D ,0'
to ,~
C;1, 0
b L S~
(1 0
("r¡ ,
çq, 7/
r1 ,4i
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Sound Survey Data Sheet
b /(0 /~í3
Date:
~e:æ*rt1J - sJ
Project: f \ eM I't~'\) ~ ß 1'1°
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Location:
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Conducted by: klOl b
Instrument: L- D '6 i 1 (:r' 0 4- ~ 1- ) C t\ L ~yO() (+r bb4 ç)
Weather: '\('€l,\ V Temp: 1 r~ 1- Wind: (I", I ¡"'v í F-/i í J A
CD Time: .~~ ?,p\ P Ý" Duration: I ç h' Y' Calibration: I I 1
Leq Ie ç ,r Lmax a lmin ro,'õ Lio £i,6 l33 £b ,) l50 ~,4-, 3 19o t/)' r
Observations: c.;' ('7 :, ¡ ( . II' i'~¿¡-J a. 'L)/;,,¡AM'I'¿ vA. plbJ,'1eA t",,i;~¿ V\it1h.
L ~ ,,- ti l,i'\,(.) "". vv \ 11' /"1V' r I J
(r I"' j i'"
(j) '1 ;, çj P ~
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.V"~
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1 min
Interval
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1
b~, c;
2
L4, (l
3
Co,
Li,'h.
4-i ,J7
i
L bt1 'l L
(~
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1, ~
b £"
,it; ~43
Note
(
4
(.,1 i
5
(.~, 11/
6
7
8
9
10
11
12
13
14
15
qk, \~
t.,1/1,
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c.' v
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-
Appendix C
Construction Noise Calculations
Construction Noise - Demolition
Source Data
Construction Condition:
Source 1
Source 2
Source 3
Source 4
Source 5
Source 6
Quantity
Demolition
Backhoe Loader
Hydraulic Hammer
Front End Loader
1
1
1
0
0
0
Maximum
Sound
Level
at 50 feet
(dBA)
Utilization Factor
85
88
85
0
0
0
Average Height of Sources - Hs (ft) =
Average Height of Recevier - Hr (ft.) =
Ground Type (soft or hard) =
Calculated Data:
All Sources Combined - Lmax sound level (dBA) at 50 feet =
All Sources Combined - Leq sound level (dBA) at 50 feet =
Effective Height (Hs+Hr)/2 =
Ground factor (G) =
Distance Between Source
and Receiver (ft.)
50
100
200
300
400
500
750
1000
1500
2000
3000
4000
Geometric
Ground Effect
Attenuation Attenuation (dB)
(dB)
0
-6
-12
-16
-18
-20
-24
-26
-30
-32
-36
-38
0
0
0
0
0
0
0
0
0
0
0
0
0.4
0.4
0.4
0
0
0
Leq Sound
Level (dBA)
81.0
84.0
81.0
0.0
0.0
0.0
10
5
hard
91.0
87.0
7.5
0.00
Calculated Calculated Leq
Sound Level
Lmax
(dBA)
Sound
Level (dBA)
91
85
79
75
73
71
67
65
61
59
55
53
Calculations based on FTA 2006 and Thalheimer 2000.
Note: This calculation does not include the effects, if any, of local shielding
from walls, topography or other barriers which may reduce sound levels further.
87
81
75
71
69
67
64
61
57
55
51
49
Construction Noise - Clearing/Grubbing
Source Data
Construction Condition:
Source 1
Source 2
Source 3
Source 4
Source 5
Source 6
Quantity
Clearing/Grubbing
Aerial Lift
Brush Chipper
Rotary Pruning Saw (Gasoline)
1
1
1
0
0
0
Maximum
Sound
Level
at 50 feet
(dBA)
Utilization Factor
85
88
85
0
0
0
Average Height of Sources - Hs (ft) =
Average Height of Recevier - Hr (ft.) =
Ground Type (soft or hard) =
Calculated Data:
All Sources Combined - Lmax sound level (dBA) at 50 feet =
All Sources Combined - Leq sound level (dBA) at 50 feet =
Effective Height (Hs+Hr)/2 =
Ground factor (G) =
Distance Between Source
and Receiver (ft.)
50
100
200
300
400
500
750
1000
1500
2000
3000
4000
Geometric
Ground Effect
Attenuation Attenuation (dB)
(dB)
0
-6
-12
-16
-18
-20
-24
-26
-30
-32
-36
-38
0
0
0
0
0
0
0
0
0
0
0
0
0.2
0.4
0.5
0
0
0
Leq Sound
Level (dBA)
78.0
84.0
82.0
0.0
0.0
0.0
10
5
hard
91.0
86.8
7.5
0.00
Calculated Calculated Leq
Sound Level
Lmax
(dBA)
Sound
Level (dBA)
91
85
79
75
73
71
67
65
61
59
55
53
87
81
75
71
69
67
63
61
57
55
51
49
Calculations based on FTA 2006, Thalheimer 2000, and UK Health and Safety Executive 2008.
Note: This calculation does not include the effects, if any, of local shielding
from walls, topography or other barriers which may reduce sound levels further.
Construction Noise - Grading
Source Data
Construction Condition:
Source 1
Source 2
Source 3
Source 4
Source 5
Source 6
Quantity
Grading
Grader
Front End Loader
Dozer
Roller
Truck Tractor
Water Tanker
1
1
1
1
1
1
Maximum
Sound
Level
at 50 feet
(dBA)
Utilization Factor
85
80
85
74
84
84
Average Height of Sources - Hs (ft) =
Average Height of Recevier - Hr (ft.) =
Ground Type (soft or hard) =
Calculated Data:
All Sources Combined - Lmax sound level (dBA) at 50 feet =
All Sources Combined - Leq sound level (dBA) at 50 feet =
Effective Height (Hs+Hr)/2 =
Ground factor (G) =
Distance Between Source
and Receiver (ft.)
50
100
200
300
400
500
750
1000
1500
2000
3000
4000
Geometric
Ground Effect
Attenuation Attenuation (dB)
(dB)
0
-6
-12
-16
-18
-20
-24
-26
-30
-32
-36
-38
0
0
0
0
0
0
0
0
0
0
0
0
0.4
0.4
0.4
0.5
0.4
0.4
Leq Sound
Level (dBA)
81.0
76.0
81.0
71.0
80.0
80.0
10
5
hard
91.0
87.0
7.5
0.00
Calculated Calculated Leq
Sound Level
Lmax
(dBA)
Sound
Level (dBA)
91
85
79
75
73
71
67
65
61
59
55
53
Calculations based on FTA 2006 and Thalheimer 2000.
Note: This calculation does not include the effects, if any, of local shielding
from walls, topography or other barriers which may reduce sound levels further.
87
81
75
71
69
67
64
61
58
55
51
49
Construction Noise - Drainage/Utilities
Source Data
Construction Condition:
Source 1
Source 2
Source 3
Source 4
Source 5
Source 6
Quantity
Drainage/Utilities
Backhoe
Compactor
Small Crane
Front End Loader
1
1
1
1
0
0
Maximum
Sound
Level
at 50 feet
(dBA)
Utilization Factor
85
82
83
80
0
0
Average Height of Sources - Hs (ft) =
Average Height of Recevier - Hr (ft.) =
Ground Type (soft or hard) =
Calculated Data:
All Sources Combined - Lmax sound level (dBA) at 50 feet =
All Sources Combined - Leq sound level (dBA) at 50 feet =
Effective Height (Hs+Hr)/2 =
Ground factor (G) =
Distance Between Source
and Receiver (ft.)
50
100
200
300
400
500
750
1000
1500
2000
3000
4000
Geometric
Ground Effect
Attenuation Attenuation (dB)
(dB)
0
-6
-12
-16
-18
-20
-24
-26
-30
-32
-36
-38
0
0
0
0
0
0
0
0
0
0
0
0
0.4
0.2
0.5
0.4
0
0
Leq Sound
Level (dBA)
81.0
75.0
80.0
76.0
0.0
0.0
10
5
hard
88.9
84.7
7.5
0.00
Calculated Calculated Leq
Sound Level
Lmax
(dBA)
Sound
Level (dBA)
89
83
77
73
71
69
65
63
59
57
53
51
Calculations based on FTA 2006 and Thalheimer 2000.
Note: This calculation does not include the effects, if any, of local shielding
from walls, topography or other barriers which may reduce sound levels further.
85
79
73
69
67
65
61
59
55
53
49
47
Construction Noise - Paving
Source Data
Construction Condition:
Source 1
Source 2
Source 3
Source 4
Source 5
Source 6
Quantity
Paving
Asphalt Paver
Tandem Roller
Roller
Pneumatic Wheel
1
1
1
1
0
0
Maximum
Sound
Level
at 50 feet
(dBA)
Utilization Factor
89
74
74
85
0
0
Average Height of Sources - Hs (ft) =
Average Height of Recevier - Hr (ft.) =
Ground Type (soft or hard) =
Calculated Data:
All Sources Combined - Lmax sound level (dBA) at 50 feet =
All Sources Combined - Leq sound level (dBA) at 50 feet =
Effective Height (Hs+Hr)/2 =
Ground factor (G) =
Distance Between Source
and Receiver (ft.)
50
100
200
300
400
500
750
1000
1500
2000
3000
4000
Geometric
Ground Effect
Attenuation Attenuation (dB)
(dB)
0
-6
-12
-16
-18
-20
-24
-26
-30
-32
-36
-38
0
0
0
0
0
0
0
0
0
0
0
0
0.5
0.5
0.5
0.5
0
0
Leq Sound
Level (dBA)
86.0
71.0
71.0
82.0
0.0
0.0
10
5
hard
90.6
87.6
7.5
0.00
Calculated Calculated Leq
Sound Level
Lmax
(dBA)
Sound
Level (dBA)
91
85
79
75
73
71
67
65
61
59
55
53
Calculations based on FTA 2006 and Thalheimer 2000.
Note: This calculation does not include the effects, if any, of local shielding
from walls, topography or other barriers which may reduce sound levels further.
88
82
76
72
70
68
64
62
58
56
52
50
Construction Noise - Striping
Source Data
Construction Condition:
Source 1
Source 2
Source 3
Source 4
Source 5
Source 6
Quantity
Striping
Thermo. Striper
Flatbed Truck (Gasoline)
Pickup Truck (Gasoline)
1
1
1
0
0
0
Maximum
Sound
Level
at 50 feet
(dBA)
Utilization Factor
74
84
55
0
0
0
Average Height of Sources - Hs (ft) =
Average Height of Recevier - Hr (ft.) =
Ground Type (soft or hard) =
Calculated Data:
All Sources Combined - Lmax sound level (dBA) at 50 feet =
All Sources Combined - Leq sound level (dBA) at 50 feet =
Effective Height (Hs+Hr)/2 =
Ground factor (G) =
Distance Between Source
and Receiver (ft.)
50
100
200
300
400
500
750
1000
1500
2000
3000
4000
Geometric
Ground Effect
Attenuation Attenuation (dB)
(dB)
0
-6
-12
-16
-18
-20
-24
-26
-30
-32
-36
-38
0
0
0
0
0
0
0
0
0
0
0
0
0.5
0.4
0.4
0
0
0
Leq Sound
Level (dBA)
71.0
80.0
51.0
0.0
0.0
0.0
10
5
hard
84.4
80.5
7.5
0.00
Calculated Calculated Leq
Sound Level
Lmax
(dBA)
Sound
Level (dBA)
84
78
72
69
66
64
61
58
55
52
49
46
Calculations based on FTA 2006 and Thalheimer 2000.
Note: This calculation does not include the effects, if any, of local shielding
from walls, topography or other barriers which may reduce sound levels further.
81
75
68
65
62
61
57
55
51
48
45
42
Construction Noise - Station Construction
Source Data
Construction Condition:
Source 1
Source 2
Source 3
Source 4
Source 5
Source 6
Quantity
Station Construction
Backhoe
Hydraulic Hammer
Compactor
Small Crane
Front End Loader
Roller
1
1
1
1
1
1
Maximum
Sound
Level
at 50 feet
(dBA)
Utilization Factor
85
88
80
83
80
74
Average Height of Sources - Hs (ft) =
Average Height of Recevier - Hr (ft.) =
Ground Type (soft or hard) =
Calculated Data:
All Sources Combined - Lmax sound level (dBA) at 50 feet =
All Sources Combined - Leq sound level (dBA) at 50 feet =
Effective Height (Hs+Hr)/2 =
Ground factor (G) =
Distance Between Source
and Receiver (ft.)
50
100
200
300
400
500
750
1000
1500
2000
3000
4000
Geometric
Ground Effect
Attenuation Attenuation (dB)
(dB)
0
-6
-12
-16
-18
-20
-24
-26
-30
-32
-36
-38
0
0
0
0
0
0
0
0
0
0
0
0
0.4
0.4
0.2
0.5
0.4
0.5
Leq Sound
Level (dBA)
81.0
84.0
73.0
80.0
76.0
71.0
10
5
hard
91.4
87.4
7.5
0.00
Calculated Calculated Leq
Sound Level
Lmax
(dBA)
Sound
Level (dBA)
91
85
79
76
73
71
68
65
62
59
56
53
Calculations based on FTA 2006 and Thalheimer 2000.
Note: This calculation does not include the effects, if any, of local shielding
from walls, topography or other barriers which may reduce sound levels further.
87
81
75
72
69
67
64
61
58
55
52
49
Construction Noise - Station Construction
Source Data
Construction Condition: Station Construction
Source 1 Backhoe
Source 2 Hydraulic Hammer
Source 3
Source 4
Source 5
Source 6
Quantity
1
1
0
0
0
0
Maximum
Sound
Level
at 50 feet
(dBA)
Utilization Factor
85
74
0
0
0
0
Average Height of Sources - Hs (ft) =
Average Height of Recevier - Hr (ft.) =
Ground Type (soft or hard) =
Calculated Data:
All Sources Combined - Lmax sound level (dBA) at 50 feet =
All Sources Combined - Leq sound level (dBA) at 50 feet =
Effective Height (Hs+Hr)/2 =
Ground factor (G) =
Distance Between Source
and Receiver (ft.)
50
100
200
300
400
500
750
1000
1500
2000
3000
4000
Geometric
Ground Effect
Attenuation Attenuation (dB)
(dB)
0
-6
-12
-16
-18
-20
-24
-26
-30
-32
-36
-38
0
0
0
0
0
0
0
0
0
0
0
0
0.4
0.5
0
0
0
0
Leq Sound
Level (dBA)
81.0
71.0
0.0
0.0
0.0
0.0
10
5
hard
85.3
81.4
7.5
0.00
Calculated Calculated Leq
Sound Level
Lmax
(dBA)
Sound
Level (dBA)
85
79
73
70
67
65
62
59
56
53
50
47
Calculations based on FTA 2006 and Thalheimer 2000.
Note: This calculation does not include the effects, if any, of local shielding
from walls, topography or other barriers which may reduce sound levels further.
81
75
69
66
63
61
58
55
52
49
46
43
Appendix D
Traffic Noise Analysis
EXIST AM
Segment Roadway Intersection
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Turning Movement Volumes
EBL
EBT
EBR
WBL
EBL
EBT WBT WBR
237
0
57
0
0
0
0
80
105 1171
0
0
205 1024
117
328
102 1291 1492
167
21 1367
123
211
11 1353
160
147
46 1420
25
15
57 1192
178
92
377
804
168
246
69
862 2159
69
10
723
77
17
11
801
0
0
24
809
2
10
63
737
62
53
10
778
55
56
122
743
153
343
12 1094
26
18
10
973
116
82
113 1085
8
13
314
645
152
215
143
922
68
31
17
982
47
35
29 1041
8
20
0 1058
21
68
133 1053
3
29
73 1155
5
19
0 1148
317
433
353 1227
126
62
113 1296
46
124
101 1593
109
92
799
970
32
353
109
819
362
123
107
664
54
62
27
762
43
42
161
533
61
85
56
685
63
111
360
557
60
17
18
707 1406
62
90
546
79
64
74
580
13
24
140
439
56
175
36
512
5
20
59
254
217
415
46
715
16
54
35
805
24
83
45
672
29
78
0
806
177
205
354
659
0
0
36
886 1390
5
34
753
143
66
26
864
0
0
14
795
82
68
0
834
2
39
150
771
101
119
0 1033
13
41
297
734
22
153
244
645
53
26
168
485
75
83
48
561
52
34
20
612
62
34
270
368
148
14
48
395
11
92
60
423
90
260
32
426
13
71
16
449
65
197
8
611
23
48
0
555
175
0
0
611
209
0
201
704
49
59
151
608
49
133
82
611 1254
139
108
534 1227
56
350
175
10
86
793
114
268 2168
WBT
SBL
0
6
1134
981
220
1585
1604
1725
1739
966
34
2260
2297
2177
1861
1875
1713
2035
1810
1595
1212
1459
1592
1642
1786
1657
1886
1593
1608
1496
1874
1247
1721
1407
1476
1079
1216
1010
0
1259
1335
1128
1382
969
1434
1391
1137
1258
1203
0
1091
1195
1084
1056
864
1140
716
921
782
736
643
849
1022
1050
1202
1296
1443
1220
1187
1222
1061
48
36
19
21
WBR
SBR
0
260
217
75
175
22
12
51
62
168
72
6
14
45
0
113
140
10
3
76
134
130
22
114
2
229
172
1
131
247
88
56
69
100
29
146
67
246
34
17
81
57
101
248
46
61
40
0
313
48
29
40
27
88
78
0
217
27
29
35
170
381
12
65
89
14
34
268
254
122
16
77
139
685
57
NBL
‐‐
0
10
0
75
0
92
192
21
37
424
0
171
0
3
128
68
190
27
161
4
234
10
47
0
45
10
12
433
227
71
129
71
477
379
40
177
156
307
0
107
11
80
8
358
58
51
37
0
234
0
148
0
127
20
197
48
181
176
181
119
67
143
28
10
9
121
50
0
302
160
191
0
0
8
0
NBT
‐‐
478
704
0
182
0
14
21
14
35
1239
0
8
0
0
95
64
341
2
0
0
791
2
8
1
0
0
8
0
457
171
114
1066
180
233
4
693
233
1766
0
227
23
676
4
993
34
36
36
0
276
0
24
0
34
71
604
0
2378
88
727
63
296
917
42
2
2
9
25
0
0
383
448
0
0
602
0
NBR
‐‐
43
0
281
118
0
131
189
12
67
190
0
47
0
5
81
117
251
12
177
2
48
12
71
1
144
0
17
479
39
343
171
236
49
101
60
90
275
17
0
101
39
113
4
50
90
87
128
0
171
0
105
0
73
120
59
49
127
37
85
113
24
37
120
14
13
6
67
0
382
71
62
0
0
44
0
SBL
‐‐
234
1
76
240
0
9
17
38
57
355
0
22
30
64
10
129
94
13
16
89
170
104
0
86
0
238
210
0
235
120
142
209
66
76
15
106
47
176
0
83
52
102
67
118
65
79
42
161
0
0
36
46
16
107
107
0
92
30
105
26
118
88
5
58
133
0
85
221
0
57
55
0
0
23
0
SBT
‐‐
844
998
0
441
0
9
20
24
108
616
0
22
0
2
108
131
290
1
4
4
780
19
1
7
0
12
11
0
314
74
116
1148
36
130
2
374
146
261
0
124
23
566
5
677
47
38
31
38
0
0
29
0
40
53
217
0
873
73
196
21
193
262
3
33
6
0
27
0
0
227
378
0
0
12
0
Segment Volumes
SBR North East
South West
‐‐
0
715
277
901
0
98
964
1 1078
114
32
322 1528
0 1166
218
462 1382
886 1274
0
269 1511
0 1667
24
57 1507
343 1701
7
44 1559
327 1803
114
111 1470
64 1860
65
154 1316
378 1841
308
1784 1349 1030 1698
0
141
862 2228
34
16
24
792
116 2447
60
25
831
0 2357
98
69
878
14 2278
180
158
828
223 2169
5
187 1024
242 1948
180
603 1088
786 2083
12
24 1119
45 2074
10
13 1166
202 1981
296
189 1176
25 1895
243
1239
863 1147 1689
96
275 1038
118 1565
3
47 1053
83 1642
31
144 1128
35 1673
0
2 1202
89 1831
164
362 1291
44 1831
103
253 1382
35 2001
1
1 1627
750 2027
276
941 1501
502 2111
50
531 1759
244 1617
115
303 1906
317 2118
603
1921 1415 1533 1921
189
358
934
521 2387
385
440
841
246 2171
12
60
837
87 1528
181
1000
729
520 1437
68
356 1007
320 1440
148
2372
750
338 1465
0
52
707 1468
0
64
334
730
267 1430
109
178
671
60 1455
108
873
654
797 1316
95
141
583
30 1485
13
1300
422 1309 1340
121
126
870
117 1613
77
132
971
145 1519
52
121
842
138 1226
134
0
967
420 1392
0
943
830
0 1437
0
41
886
0 1438
136
87
894
238 1375
31
66
910
0 1226
28
75
884
190 1239
82
159 1061
94 1158
46
832
937
437 1107
0
0 1082
54 1188
190
2892
953 1048 1087
67
359
712
152 1164
86
924
675
354 1049
28
146
700
107
883
31
486
754
289
741
127
1568
493
424 1119
21
102
520
106 1071
87
127
495
383 1147
136
123
572
90 1347
0
39
455
262 1417
37
67
763
98 1530
307
268
776
175 1527
0
254
993
209 1489
180
706
832
335 1562
123
615
725
560 1375
0
221
659
0 1331
0
164
570
0 1366
2
1637
242
108
29
0
850
114 2436
21
EXIST PM
Segment Roadway Intersection
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Turning Movement Volumes
EBL
EBT
EBR
WBL
EBL
EBT WBT WBR
292
0
33
0
0
0
0
68
34 1191
0
0
290 1294
74
184
210 1592 1664
167
23 1675
107
127
27 1772
183
166
60 1945
21
15
81 1921
59
62
498 1390
354
235
124 1937 1441
74
13 2149
129
41
34 2168
1
15
42 2140
2
11
142 2022
48
71
13 1895
66
54
120 1768
184
298
7 2259
18
15
18 2203
112
60
125 2038
2
4
566 1611
236
338
200 1572
164
79
11 1875
63
39
34 1952
7
14
1 2056
21
42
224 2012
5
67
126 1976
29
32
10 1890
415
594
427 1646
130
121
198 1566
71
248
93 1897
114
98
502 1519
54
465
125 1832
276
42
303 1417
244
142
67 1546
52
59
215 1263
215
147
52 1504
152
308
217 1291
194
71
42 1853 1097
98
123 1528
157
150
131 1636
46
53
239 1419
145
226
98 1534
35
54
87 1072
403
329
58 1665
39
33
91 1569
46
105
135 1581
75
135
0 1439
341
209
277 1606
0
0
128 1740 1193
24
82 1422
236
107
48 1524
1
0
19 1359
171
122
1 1349
26
66
167 1223
247
227
0 1412
12
121
285
923
339
175
175
998
152
70
145
802
155
204
53
875
86
108
47
954
47
58
184
794
205
43
60 1146
20
164
133 1022
257
187
217 1045
106
85
29 1347
204
241
32 1567
31
77
0 1524
299
0
0 1313
433
0
153 1235
80
70
250 1191
81
160
85 1152
835
37
199 1100
716
85
775
473
22
179
1959
33
46 1330
WBT
SBL
0
9
1635
1307
217
1634
1599
1585
1404
861
99
1202
1240
1184
1027
1116
1073
1397
1322
1243
862
1087
1349
1346
1356
1229
1459
1338
1431
1507
1668
1112
890
917
1071
766
938
788
0
716
983
827
1086
703
1163
1083
1160
1266
1101
0
1034
1201
1086
1245
990
1298
765
732
677
816
787
605
482
527
672
713
1099
846
993
883
674
69
78
20
118
WBR
SBR
0
429
75
285
178
15
32
59
95
237
137
5
22
43
6
166
102
7
7
129
159
229
4
79
7
205
250
0
167
254
89
47
78
117
50
97
88
195
57
38
45
184
111
127
31
122
137
0
169
101
31
44
19
108
107
0
170
39
78
49
132
88
10
46
202
18
68
410
252
73
37
84
130
483
232
NBL
‐‐
0
33
0
210
0
159
157
77
186
491
0
82
0
10
57
36
176
15
103
5
181
68
51
11
48
13
25
347
163
81
146
176
397
175
19
140
111
216
0
155
14
100
26
345
26
85
96
0
374
0
105
1
95
14
142
45
172
107
120
73
55
110
43
94
30
103
32
0
272
82
139
0
0
5
0
NBT
‐‐
644
829
0
427
0
26
21
21
74
1132
0
1
0
2
53
40
300
0
2
3
519
29
0
3
0
8
21
0
273
185
90
801
109
155
9
196
123
381
0
258
46
460
32
576
11
39
71
0
6
0
37
0
35
59
275
0
936
95
226
37
123
175
13
19
6
11
15
0
0
240
452
0
0
277
0
NBR
‐‐
134
0
266
285
0
297
208
22
163
299
0
40
0
15
60
49
509
13
61
19
123
98
53
13
77
6
57
324
31
135
59
514
129
109
35
102
164
45
0
204
44
201
57
178
3
86
91
0
195
0
85
1
64
66
127
50
187
41
74
50
38
243
263
275
64
358
74
0
326
80
177
0
0
116
0
SBL
‐‐
197
0
253
261
0
12
23
88
113
364
0
62
15
38
12
138
165
11
12
48
357
232
7
74
0
302
184
0
206
350
167
501
138
128
89
229
109
525
0
232
158
201
107
219
38
97
106
398
0
0
76
37
34
99
190
0
162
49
197
55
215
332
17
64
182
23
78
213
0
187
104
0
0
16
0
SBT
‐‐
620
645
0
280
0
8
19
33
55
706
0
14
0
2
49
54
290
0
1
0
757
34
7
5
0
2
11
0
489
163
168
1204
84
330
17
581
347
1631
0
252
68
781
27
1197
19
45
84
51
0
0
32
0
44
77
642
0
2198
156
987
58
318
1094
36
23
33
7
21
0
0
469
353
0
0
24
0
Segment Volumes
SBR North East
South West
‐‐
0
936
331
653
0
151
1258
0
713
193
107
109 1710
0 1742
176
1002 1840
538 1693
0
377 1809
0 1842
26
64 1984
242 1819
10
80 2003
368 1766
131
140 2055
69 1793
74
250 2197
176 1664
202
1867 2053 1295 1554
0
261 1937 1515
99
6
19 2251
184 1290
24
56 2183
16 1264
60
87 2193
15 1254
103
201 2094
168 1187
11
219 2082
174 1163
123
522 2442
772 1372
5
14 2283
33 1417
12
27 2276
173 1437
102
257 2105
6 1350
263
1244 2091 1331 1306
151
458 1902
277 1306
19
15 1935
109 1419
54
116 2039
26 1411
0
8 2133
63 1404
146
437 2320
74 1388
70
397 2217
72 1554
0
10 2214 1009 1685
416
867 1883
740 2010
127
637 2051
482 1715
102
272 2123
380 1916
691
1350 2534 1723 1979
109
312 2099
402 1396
212
575 1654
716 1304
29
126 1670
128 1119
176
508 1594
943 1082
89
263 1777
807 1138
379
793 1861 1896 1383
0
99 1853 1195
0
80
419 1964
559
951
147
222 1838
167 1144
166
883 1821 1152 1093
84
241 1698
116 1196
106
790 1469 1929 1154
56
100 1706
91 1245
75
252 1752
196 1243
85
343 1778
294 1341
273
0 1837
601 1539
0
452 1801
0 1475
0
152 1740
0 1294
65
150 1583
375 1204
39
92 1562
1 1241
25
73 1457
337 1206
72
168 1514
169 1331
196
549 1540 1116 1328
0
0 1462
133 1343
505
1391 1272 2712 1442
47
309 1088
378
886
146
449 1073 1346
943
37
139
980
252
926
43
302 1207
423
885
245
447 1369 1342
960
34
83 1426
220
559
46
198 1361
467
667
84
425 1291
224
786
4
58 1728
452
820
14
115 1719
129 1145
256
410 1737
299 1102
0
252 1639
433 1265
230
466 1502
619 1195
84
739 1472
594
897
0
122 1221
0
919
0
284 1178
0
846
7
1535
605
225
32
0
2191
33 1376
118
ALT 1 AM
Segment Roadway Intersection
Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
253
0
89
167
82
21
14
40
30
422
100
15
13
29
318
9
82
13
10
118
377
83
17
143
0
201
82
0
420
106
98
961
141
140
27
177
73
445
19
118
92
180
49
80
70
37
57
0
385
36
35
30
15
0
220
0
324
258
221
58
26
350
75
62
41
16
8
0
0
445
253
86
142
398
1167
0
41
EBT
EBT
0
0
1084
999
1330
1554
1437
1531
1301
892
1215
1062
1165
1169
783
772
795
1274
1175
1245
767
1250
1380
1381
1276
1251
1321
1339
1383
1593
1832
1199
1019
946
982
790
1012
739
943
725
783
686
786
471
996
1141
1030
1057
868
1172
1022
1156
1148
1149
1041
1267
949
930
715
845
938
629
680
726
741
812
923
989
1114
796
562
647
574
187
130
1311
969
EBR
WBT
59
0
0
122
1716
128
278
35
194
185
2262
114
0
2
109
86
191
33
115
8
185
47
104
33
33
3
5
289
151
45
92
38
298
82
63
72
72
88
1838
100
13
73
4
346
15
28
37
209
0
1878
179
0
21
7
133
30
34
64
92
77
71
207
20
94
16
43
69
212
170
155
91
1302
1282
10
259
111
30
WBL
WBR
0
71
0
355
157
219
274
23
93
268
88
21
0
10
62
86
632
23
83
12
269
54
81
10
103
31
19
368
85
110
80
404
160
94
58
123
104
25
66
75
26
214
20
539
56
92
112
186
0
5
96
0
14
136
178
99
253
35
111
50
40
28
151
279
71
122
117
0
0
145
222
137
77
108
2315
110
90
WBT
SBL
0
10
1558
1261
342
1813
1834
2108
2118
1029
63
2350
2397
2279
1905
1891
1882
2488
2251
1779
1363
1780
1986
1929
1819
1758
2065
1740
1701
1676
1952
1344
2003
2008
2050
1592
1780
1371
0
1640
1723
1512
1675
1267
1856
1858
1676
1777
1618
0
1618
1770
1598
1495
1320
1694
1133
1425
1205
1138
1027
1327
1686
1744
1871
1923
1811
1454
1445
1168
1059
62
50
19
19
2060
1516
WBR
SBR
0
233
225
64
263
22
16
49
30
186
116
7
14
46
0
106
144
21
3
73
165
191
23
6
2
342
182
1
178
209
88
65
138
131
27
195
71
307
34
21
106
69
153
270
76
62
57
0
371
49
35
49
29
103
129
0
256
32
41
42
225
708
17
69
96
14
27
243
137
198
24
73
179
689
61
1
0
NBL
‐‐
0
18
0
104
0
95
214
26
49
503
0
223
0
3
75
107
191
41
148
4
224
5
50
0
49
10
12
442
271
75
173
76
379
349
93
224
166
385
0
116
10
103
7
436
54
66
16
0
295
0
131
0
147
23
225
79
311
203
293
167
83
127
31
13
10
166
199
0
220
125
188
0
0
8
0
43
11
NBT
‐‐
498
730
0
166
0
13
28
14
18
1523
0
12
0
0
208
93
322
5
0
0
830
1
7
2
0
0
8
0
689
136
147
1221
254
193
7
788
169
2028
0
230
21
784
4
999
41
35
14
0
306
0
17
0
28
67
749
0
3031
75
1088
68
296
970
40
2
1
8
64
0
0
512
657
0
0
688
0
0
0
NBR
‐‐
44
0
282
128
0
134
212
15
73
231
0
71
0
5
30
179
370
17
161
2
50
18
90
0
175
0
17
489
56
364
258
278
66
93
124
139
239
21
0
104
38
161
5
72
97
115
66
0
229
0
99
0
67
135
67
72
191
44
142
155
29
53
128
19
13
10
242
0
337
45
50
0
0
49
0
155
53
SBL
‐‐
235
1
76
268
0
10
18
38
52
533
0
25
35
73
9
99
87
30
17
150
227
173
0
6
0
237
239
0
311
162
194
251
93
75
14
150
59
228
0
120
64
143
131
148
96
74
37
168
0
0
38
71
23
94
123
0
119
35
125
36
158
160
18
85
162
0
123
283
0
105
91
0
0
23
0
0
0
SBT
‐‐
835
999
0
524
0
9
35
31
98
916
0
25
0
2
181
160
315
2
3
6
1065
16
2
2
0
11
11
0
441
80
118
1330
34
136
2
422
139
372
0
171
21
652
6
705
48
28
22
35
0
0
28
0
10
126
244
0
1338
69
189
29
189
391
11
28
5
0
77
0
0
939
1046
0
0
12
0
0
0
Segment Volumes
Segment Change in Noise
Levels re Existing, dB
SBR North East
South West
North East
South West
‐‐
0
751
279
894
0
0
0
0
0
171
963
1 1070
199
0
0
0
+ 2
40
314 1442
0 1598
0
0
0
+ 1
307
397 1395 1001 1672
‐ 1
0
+ 1
+ 1
0
239 1672
0 1979
‐ 1
0
0
+ 1
27
56 1698
356 1935
0
+ 1
0
+ 1
8
58 1667
587 2056
+ 1
0
+ 3
+ 1
115
103 1584
89 2249
0
0
+ 1
+ 1
72
78 1426
385 2239
‐ 3
0
0
+ 1
452
2131 1656 1369 1984
+ 1
+ 1
+ 1
+ 1
0
+ 3
0
216 1215 2350
63
+ 2
+ 1
16
34 1158
160 2589
+ 2
+ 2
+ 1
0
58
27 1200
0 2455
0
+ 2
0
0
94
75 1247
14 2376
0
+ 2
0
0
275
526
822
352 2255
+ 5
0
+ 2
0
4
208 1050
332 2002
0
0
+ 1
0
111
548 1252 1138 2184
0
+ 1
+ 2
0
29
39 1321
58 2558
+ 2
+ 1
+ 1
+ 1
10
13 1353
201 2409
0
+ 1
0
+ 1
525
191 1397
26 2308
0
+ 1
0
+ 1
300
1372 1044 1519 1887
0
+ 1
+ 1
0
57
275 1441
117 1842
0
+ 1
0
+ 1
2
47 1470
187 2038
0
+ 1
+ 4
+ 1
176
151 1387
45 2105
0
+ 1
+ 1
+ 1
0
2 1451
136 1868
0
+ 1
+ 2
0
147
543 1488
45 1915
+ 2
+ 1
0
0
119
272 1577
35 2196
0
+ 1
0
0
0
1
1 1828
657 2183
0
+ 1
‐ 1
301
1287 1750
677 2273
+ 1
+ 1
+ 1
0
67
451 2119
235 1818
‐ 1
+ 1
0
+ 1
139
333 2284
290 2264
0
+ 1
0
0
657
2247 1728 1772 2077
+ 1
+ 1
+ 1
0
158
533 1178
492 2540
+ 2
+ 1
0
0
378
464 1114
312 2735
0
+ 1
+ 1
+ 1
13
61 1120
123 2156
0
+ 1
+ 2
+ 1
210
1160 1079
617 2026
+ 1
+ 2
+ 1
+ 1
102
313 1310
315 2048
‐ 1
+ 1
0
+ 2
194
2780
988
485 1950
+ 1
+ 1
+ 2
+ 1
0
53
943 1904
0
0
+ 1
+ 1
0
98
369
949
346 1854
0
+ 1
+ 1
+ 1
121
219
885
60 1854
+ 1
+ 1
0
+ 1
137
1033
990
939 1752
+ 1
+ 2
+ 1
+ 1
135
206
922
30 1817
+ 2
+ 2
0
+ 1
14
1349
691 1590 1717
0
+ 2
+ 1
+ 1
154
187 1189
119 2064
+ 2
+ 1
0
+ 1
71
134 1330
148 1995
0
+ 1
0
+ 1
39
128 1133
171 1731
0
+ 1
+ 1
+ 1
196
0 1225
430 1973
0
+ 1
0
+ 2
0
1062 1097
0 1913
+ 1
+ 1
0
+ 1
0
41 1172
0 1927
0
+ 1
0
+ 1
137
87 1159
303 1886
0
+ 1
+ 1
+ 1
49
79 1227
0 1819
+ 1
+ 1
0
+ 2
51
72 1238
45 1796
0
+ 1
‐ 6
+ 2
+ 5
+ 1
74
170 1378
269 1592
0
+ 1
53
1098 1231
555 1598
+ 1
+ 1
+ 1
+ 2
0
0 1339
129 1773
0
+ 1
+ 4
+ 2
278
3611 1259 1625 1722
+ 1
+ 1
+ 2
+ 2
75
365 1009
168 1703
0
+ 2
0
+ 2
0
+ 2
99
1350
982
392 1597
+ 2
+ 2
40
168 1036
156 1345
+ 1
+ 2
+ 2
+ 2
42
547 1125
300 1152
+ 1
+ 2
0
+ 2
147
2028
842
626 1601
+ 1
+ 2
+ 2
+ 2
77
132
826
182 1794
+ 1
+ 2
+ 2
+ 2
119
133
830
401 1876
0
+ 2
0
+ 2
173
138
916
92 2054
0
+ 2
0
+ 2
0
38
822
165 2089
0
+ 3
‐ 2
+ 2
58
99 1288
263 2068
+ 2
+ 2
+ 4
+ 1
448
243 1272
212 1902
0
+ 2
+ 1
+ 1
0
137 1451
170 1665
‐ 3
+ 2
‐ 1
0
401
1155
946 1239 1694
+ 2
+ 1
+ 6
0
241
934
703 1359 1488
+ 2
0
+ 4
0
0
223
709
0 1375
0
0
0
0
0
219
624
0 1461
+ 1
0
0
0
2
1775
259
130
29
0
0
+ 1
0
0
1228
130 2574
19
+ 2
+ 1
0
0
0
1 1466
221 2103
‐‐
‐‐
‐‐
‐‐
0
41 1022
120 1527
‐‐
‐‐
‐‐
‐‐
ALT 1 PM
Segment Roadway Intersection
Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
392
0
42
452
279
30
29
55
82
621
161
15
32
38
245
12
144
25
17
312
640
163
11
209
1
231
138
10
469
214
125
529
119
282
71
259
68
295
39
195
155
294
138
104
100
69
126
0
372
130
94
61
25
2
227
0
355
194
181
58
60
341
124
178
257
31
70
0
0
395
409
115
245
931
2134
12
128
EBT
EBT
0
0
1586
1466
1709
1817
1906
2238
2212
1432
2100
2272
2310
2284
2064
1960
1885
2517
2437
2102
1620
1818
2239
2053
2052
2048
2058
1972
1706
1777
1993
1627
1986
1993
2094
1720
2077
1668
2315
1928
2112
1891
1998
1469
2003
1939
2003
2090
2466
2751
2429
2510
2344
2296
2002
2291
1359
1522
1161
1157
1242
1008
1782
1650
1665
1962
1976
1706
1382
1050
1137
1263
1218
449
30
2155
1532
EBR
WBT
46
0
0
92
1881
108
207
26
69
430
2163
186
1
2
37
99
194
30
74
2
213
135
71
23
36
4
28
397
155
76
171
57
219
230
97
262
170
269
1616
151
47
182
32
499
83
47
63
199
0
1783
212
1
186
36
352
22
678
177
263
175
52
168
28
257
116
220
141
454
460
69
108
1107
1010
21
51
128
63
WBL
WBR
0
68
0
196
243
133
206
20
68
381
114
72
15
11
55
90
381
25
46
4
401
113
53
11
87
65
33
609
182
263
174
553
51
147
101
185
292
118
102
150
61
302
59
406
75
119
123
164
0
24
87
0
122
74
300
193
312
90
289
254
77
26
223
203
85
263
311
0
0
57
268
51
120
218
2058
64
141
WBT
SBL
0
10
1773
1415
231
1949
1853
1879
1701
1181
102
1914
1989
1927
1465
1552
1476
1916
1827
1711
1234
1677
2119
1897
1863
1701
1895
1762
1679
1898
1975
1453
1169
1348
1483
1053
1251
1102
0
1139
1412
1269
1547
1103
1602
1575
1626
1761
1561
0
1593
1722
1636
1743
1456
1802
1113
1227
1050
1239
1363
860
781
889
1055
1106
1463
1295
1462
937
749
76
96
22
136
1877
1358
WBR
SBR
0
456
82
385
181
20
37
58
90
397
166
7
26
50
10
158
147
25
8
257
230
321
4
16
7
239
292
0
234
272
142
56
112
119
48
121
98
319
62
62
60
242
183
152
57
105
137
0
252
102
32
53
23
163
135
0
188
48
81
64
198
123
20
67
219
20
132
432
251
175
75
87
176
729
222
23
0
NBL
‐‐
0
39
0
211
0
168
246
122
205
480
0
118
0
12
96
78
247
17
128
7
281
61
87
25
75
15
28
357
234
91
122
211
388
213
29
205
118
230
0
185
14
134
24
440
24
95
119
0
470
0
112
1
89
16
167
79
352
129
171
97
65
210
51
98
33
103
52
0
249
190
228
0
0
4
0
23
13
NBT
‐‐
684
948
0
538
0
31
33
28
63
1369
0
1
0
2
106
62
440
0
2
6
815
23
0
1
0
8
21
0
463
176
104
868
116
127
9
262
108
480
0
314
43
522
35
542
14
24
61
0
8
0
25
0
25
74
273
0
1464
80
208
41
120
328
20
17
4
7
35
0
0
991
1220
0
0
344
0
0
0
NBR
‐‐
128
0
252
257
0
295
333
36
160
298
0
48
0
14
75
93
672
12
68
15
176
110
84
1
110
6
54
278
51
135
53
566
157
138
47
153
155
54
0
196
45
248
57
195
3
89
108
0
296
0
93
1
65
77
156
90
345
49
81
68
38
318
288
297
65
335
103
0
274
153
324
0
0
111
0
72
111
SBL
‐‐
183
0
253
297
0
11
31
89
81
458
0
63
14
35
35
139
186
27
11
36
415
281
7
9
0
408
211
0
327
304
166
507
200
162
83
327
123
583
0
337
186
235
149
263
41
111
115
591
0
0
86
53
42
130
268
0
142
59
231
54
264
487
24
80
201
24
80
145
0
371
131
0
0
18
0
4
0
SBT
‐‐
664
664
0
349
0
7
26
36
40
1030
0
19
0
1
107
78
322
0
1
0
795
29
6
2
0
2
12
0
857
132
239
1197
91
272
23
743
308
1944
0
281
62
854
27
1291
36
42
59
30
0
0
17
0
32
80
781
0
2644
139
1364
90
332
1042
46
17
24
5
77
0
0
888
595
0
0
24
0
2
0
Segment Volumes
Segment Change in Noise
Levels re Existing, dB
SBR North East
South West
North East
South West
‐‐
0
1076
311
710
0
+ 1
0
0
0
171
1404
0
732
220
0
0
0
+ 1
97
124 2091
0 1870
+ 1
+ 1
0
0
223
1375 2020
637 1849
+ 1
0
+ 1
0
0
522 1940
0 2062
+ 1
0
0
0
26
81 2123
248 2143
+ 1
0
0
+ 1
13
99 2270
439 2112
+ 1
+ 1
+ 1
+ 1
128
141 2363
82 2129
0
+ 1
+ 1
+ 1
60
235 2453
177 1966
0
0
0
+ 1
248
2387 2188 1841 1909
+ 1
0
+ 2
+ 1
0
0
327 2100 2277
102
+ 1
0
+ 2
7
23 2383
277 2039
+ 1
0
+ 2
+ 2
27
58 2324
16 2016
0
0
0
+ 2
69
90 2333
14 2008
0
0
0
+ 2
370
361 2174
199 1931
+ 3
0
+ 1
+ 2
13
232 2192
267 1643
0
0
+ 2
+ 2
148
731 2743
897 1871
+ 1
+ 1
+ 1
+ 1
14
50 2556
55 1947
+ 6
0
+ 2
+ 1
13
27 2516
121 1968
0
0
‐ 2
+ 1
126
575 2153
6 1844
+ 3
0
0
+ 1
338
1685 2211 1409 1853
+ 1
0
0
+ 2
145
507 2209
277 1883
0
+ 1
0
+ 2
20
15 2330
130 2226
0
+ 1
+ 1
+ 2
254
226 2063
36 2176
+ 3
0
+ 1
+ 2
0
8 2162
123 1938
0
0
+ 3
+ 1
234
478 2462
71 1950
0
0
0
+ 1
94
451 2323
73 2017
+ 1
0
0
+ 1
0
10 2250 1006 2119
0
0
0
+ 1
579
1166 2084 1194 2492
+ 1
0
+ 2
+ 1
125
662 2216
471 2114
0
0
0
+ 1
94
371 2212
584 2191
+ 1
0
+ 2
+ 1
763
1453 2700 1807 2427
0
0
0
+ 1
127
347 2343
361 1684
0
0
0
+ 1
258
528 2293
649 1819
0
+ 1
0
+ 1
31
128 2224
221 1543
0
+ 1
+ 2
+ 1
245
642 2200 1190 1503
+ 1
+ 1
+ 1
+ 1
113
274 2355
770 1482
0
+ 1
0
+ 1
375
1094 2305 2331 1707
+ 1
+ 1
+ 1
+ 1
0
101 2315 1718
0
0
+ 1
+ 2
0
142
571 2461
582 1466
+ 1
+ 1
0
+ 2
172
258 2343
170 1598
+ 1
+ 1
0
+ 1
212
1058 2374 1338 1615
+ 1
+ 1
+ 1
+ 2
110
356 2204
118 1681
+ 2
+ 1
0
+ 1
148
798 1927 2196 1691
0
+ 1
+ 1
+ 2
63
171 2047
194 1689
+ 2
+ 1
+ 3
+ 1
92
198 2139
208 1762
‐ 1
+ 1
0
+ 2
96
324 2226
245 1841
0
+ 1
‐ 1
+ 1
297
0 2681
393 2058
0
+ 2
‐ 2
+ 1
0
632 2762
0 2031
+ 1
+ 2
0
+ 1
0
154 2751
0 1885
0
+ 2
0
+ 2
71
151 2608
316 1776
0
+ 2
‐ 1
+ 2
50
114 2564
1 1773
+ 1
+ 2
0
+ 2
29
73 2451
340 1754
0
+ 2
0
+ 2
+ 2
+ 1
+ 1
94
239 2503
190 1853
+ 2
266
635 2426 1433 1889
+ 1
+ 2
+ 1
+ 2
0
0 2381
215 1881
0
+ 2
+ 2
+ 1
493
2007 1846 3634 1958
+ 2
+ 2
+ 1
+ 1
57
322 1630
406 1413
0
+ 2
0
+ 2
+ 2
221
470 1473 1916 1442
0
+ 1
+ 2
35
163 1279
519 1371
+ 1
+ 1
+ 3
+ 2
61
378 1544
461 1489
+ 1
+ 1
0
+ 2
530
792 1813 1236 1600
+ 2
+ 1
0
+ 2
52
164 2094
297
884
+ 3
+ 2
+ 1
+ 2
+ 2
0
+ 2
56
262 2027
477 1043
+ 1
100
480 1931
225 1188
+ 1
+ 2
0
+ 2
4
58 2321
488 1213
0
+ 1
0
+ 2
17
237 2159
529 1532
+ 3
+ 1
+ 6
+ 1
381
432 1851
454 1676
0
0
+ 2
+ 2
0
251 1656
460 1711
0
0
0
+ 1
566
1561 1574 1014 1693
+ 5
0
+ 2
+ 2
95
1704 1592
971 1072
+ 4
0
+ 2
+ 1
0
166 1339
0 1194
+ 1
0
0
+ 1
0
365 1314
0 1186
+ 1
0
0
+ 1
0
+ 1
0
5
2004
578
263
31
+ 1
0
2356
30 2109
136
0
0
+ 2
+ 1
28
35 2231
194 1928
‐‐
‐‐
‐‐
‐‐
0
128 1643
204 1371
‐‐
‐‐
‐‐
‐‐
ALT 2 AM
Segment Roadway Intersection
Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
253
0
89
167
83
21
14
40
30
423
99
14
13
29
317
9
83
13
10
118
381
82
17
144
0
202
82
0
421
106
99
962
142
140
27
177
73
444
19
118
92
180
49
80
70
37
57
0
383
36
35
30
15
0
220
0
324
258
222
58
26
350
75
62
41
16
8
0
0
438
252
86
144
400
1167
0
41
EBT
EBT
0
0
1084
998
1329
1553
1437
1532
1303
893
1215
1061
1162
1166
784
774
795
1273
1173
1244
765
1252
1379
1380
1276
1250
1323
1343
1384
1595
1835
1200
1016
943
979
787
1008
736
941
724
781
684
784
472
993
1138
1029
1055
868
1172
1022
1156
1148
1149
1042
1269
949
929
714
844
936
628
680
726
741
813
923
989
1115
795
563
649
576
188
130
1312
968
EBR
WBT
59
0
0
122
1714
128
277
35
195
185
2261
115
0
2
108
86
191
34
115
8
183
47
103
33
32
3
5
287
152
46
91
38
299
81
63
72
72
88
1839
100
13
73
4
343
15
28
36
209
0
1879
179
0
21
7
133
30
34
64
92
77
71
207
20
94
16
42
70
212
166
155
91
1300
1281
10
259
111
30
WBL
WBR
0
71
0
353
158
219
274
23
93
268
87
21
0
10
62
86
631
23
83
12
269
55
81
10
99
31
19
363
85
112
79
404
160
93
58
122
104
25
66
75
26
214
20
535
56
92
112
186
0
5
96
0
14
135
178
99
251
35
110
50
40
28
150
279
71
120
118
0
0
145
222
137
78
107
2315
109
90
WBT
SBL
0
10
1560
1262
344
1810
1831
2105
2117
1030
63
2349
2396
2278
1903
1889
1880
2488
2251
1777
1363
1784
1991
1934
1825
1759
2070
1743
1699
1675
1953
1344
2001
2006
2047
1589
1778
1371
0
1640
1722
1512
1675
1269
1856
1858
1675
1777
1619
0
1619
1770
1598
1495
1322
1697
1131
1417
1198
1136
1027
1327
1691
1747
1874
1925
1810
1453
1440
1168
1058
63
50
19
19
2063
1508
WBR
SBR
0
236
225
64
264
22
16
49
30
187
116
7
14
46
0
106
146
21
3
73
169
193
23
7
2
345
183
1
178
209
89
65
138
131
27
195
72
308
34
21
106
69
154
272
76
61
58
0
370
49
35
49
29
103
130
0
253
32
41
42
225
710
17
69
96
14
27
243
141
196
24
75
179
688
61
1
0
NBL
‐‐
0
18
0
103
0
95
213
26
49
502
0
223
0
3
75
107
191
40
148
4
219
5
51
0
49
10
12
443
270
75
172
76
379
349
94
224
165
384
0
117
10
103
7
434
53
67
15
0
295
0
131
0
147
23
224
79
313
203
291
164
83
126
32
13
10
167
200
0
221
125
188
0
0
8
0
43
11
NBT
‐‐
493
728
0
166
0
13
27
14
18
1525
0
12
0
0
209
93
324
5
0
0
832
1
7
2
0
0
8
0
690
135
147
1220
255
193
7
788
170
2028
0
229
21
785
4
997
40
36
14
0
304
0
17
0
28
67
745
0
3031
76
1091
67
296
965
40
2
1
8
64
0
0
509
657
0
0
689
0
0
0
NBR
‐‐
43
0
279
128
0
134
212
15
73
231
0
71
0
5
30
179
367
17
161
2
49
18
90
0
175
0
17
488
56
365
257
278
66
93
124
138
238
21
0
104
38
161
5
72
97
116
64
0
230
0
99
0
67
135
67
72
191
44
142
153
29
53
128
19
13
10
242
0
332
46
51
0
0
49
0
155
53
SBL
‐‐
232
1
77
269
0
10
18
38
51
533
0
25
35
73
9
99
87
30
17
150
229
171
0
7
0
238
239
0
312
162
195
251
94
75
14
150
59
229
0
120
64
143
131
149
97
73
38
168
0
0
38
71
23
94
124
0
118
35
125
37
158
161
18
85
162
0
123
283
0
104
92
0
0
23
0
0
0
SBT
‐‐
831
995
0
523
0
9
35
31
97
915
0
25
0
2
180
160
317
2
3
6
1063
16
2
2
0
11
11
0
443
81
117
1329
34
135
2
421
139
375
0
171
21
652
6
702
48
28
22
35
0
0
28
0
10
126
244
0
1340
69
189
29
189
392
11
28
5
0
78
0
0
932
1047
0
0
12
0
0
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
746
275
890
0
0
0
0
0
0
0
0
0
171
964
1 1066
199
0
0
0
+ 2
0
0
0
0
40
314 1440
0 1600
0
0
0
+ 1
0
0
0
0
308
397 1395
998 1673
‐ 1
0
+ 1
+ 1
0
0
0
0
0
241 1673
0 1978
0
0
0
+ 1
0
0
0
0
0
+ 1
0
0
0
0
27
56 1697
356 1932
0
+ 1
7
57 1667
586 2051
+ 1
0
+ 3
+ 1
0
0
0
0
115
103 1585
89 2246
0
0
+ 1
+ 1
0
0
0
0
71
78 1427
385 2237
‐ 3
0
0
+ 1
0
0
0
0
451
2135 1657 1368 1983
+ 1
+ 1
+ 1
+ 1
0
0
0
0
+ 3
0
0
0
0
0
215 1215 2348
63
+ 2
+ 1
0
15
33 1157
161 2587
+ 1
+ 2
+ 1
0
0
0
0
0
58
27 1197
0 2454
0
+ 2
0
0
0
0
0
0
94
75 1244
14 2375
0
+ 2
0
0
0
0
0
0
277
526
823
350 2255
+ 5
0
+ 2
0
0
0
0
0
4
208 1052
332 2000
0
0
+ 1
0
0
0
0
0
112
553 1249 1139 2183
0
+ 1
+ 2
0
0
0
0
0
29
39 1320
59 2557
+ 2
+ 1
+ 1
+ 1
0
0
0
0
10
13 1351
201 2409
0
+ 1
0
+ 1
0
0
0
0
526
191 1396
26 2307
0
+ 1
0
+ 1
0
0
0
0
300
1382 1043 1515 1882
0
+ 1
+ 1
0
0
0
0
0
54
276 1441
118 1843
0
+ 1
0
+ 1
0
0
0
0
2
47 1469
186 2044
0
+ 1
+ 4
+ 1
0
0
0
0
176
153 1387
45 2110
0
+ 1
+ 1
+ 1
0
0
0
0
0
2 1451
131 1874
0
+ 1
+ 2
0
0
0
0
0
148
547 1488
45 1917
+ 2
+ 1
0
0
0
0
0
0
119
273 1579
35 2201
0
+ 1
0
0
0
0
0
0
1
1 1831
650 2187
0
+ 1
‐ 1
0
0
0
0
0
303
1289 1752
680 2272
+ 1
+ 1
+ 1
0
0
0
0
0
67
450 2122
239 1817
‐ 1
+ 1
0
+ 1
0
0
0
0
139
335 2287
287 2264
0
+ 1
0
0
0
0
0
0
657
2247 1729 1771 2077
+ 1
+ 1
+ 1
0
0
0
0
0
159
535 1176
493 2539
+ 2
+ 1
0
0
0
0
0
0
378
464 1111
309 2733
0
+ 1
+ 1
+ 1
0
0
0
0
13
61 1117
123 2154
0
+ 1
+ 2
+ 1
0
0
0
0
210
1160 1075
615 2023
+ 1
+ 2
+ 1
+ 1
0
0
0
0
103
315 1305
315 2046
‐ 1
+ 1
0
+ 2
0
0
0
0
195
2780
986
488 1950
+ 1
+ 1
+ 2
+ 1
0
0
0
0
0
53
941 1905
0
0
+ 1
+ 1
0
0
0
0
0
98
368
948
346 1855
0
+ 1
+ 1
+ 1
0
0
0
0
121
219
883
60 1853
+ 1
+ 1
0
+ 1
0
0
0
0
137
1034
988
939 1752
+ 1
+ 2
+ 1
+ 1
0
0
0
0
135
207
920
30 1817
+ 2
+ 2
0
+ 1
0
0
0
0
14
1349
693 1580 1717
0
+ 2
+ 1
+ 1
0
0
0
0
155
186 1187
119 2064
+ 2
+ 1
0
+ 1
0
0
0
0
71
134 1327
148 1996
0
+ 1
0
+ 1
0
0
0
0
39
129 1131
170 1729
0
+ 1
+ 1
+ 1
0
0
0
0
195
0 1223
430 1972
0
+ 1
0
+ 2
0
0
0
0
0
1057 1098
0 1914
0
+ 1
0
+ 1
0
0
0
0
0
41 1172
0 1928
0
+ 1
0
+ 1
0
0
0
0
137
87 1159
303 1887
0
+ 1
+ 1
+ 1
0
0
0
0
49
79 1227
0 1819
+ 1
+ 1
0
+ 2
0
0
0
0
51
72 1238
45 1796
0
+ 1
‐ 6
+ 2
0
0
0
0
+ 1
0
0
0
0
74
170 1378
268 1592
0
+ 1
+ 5
53
1095 1233
555 1599
+ 1
+ 1
+ 1
+ 2
0
0
0
0
0
0 1341
129 1776
0
+ 1
+ 4
+ 2
0
0
0
0
280
3608 1258 1625 1724
+ 1
+ 1
+ 2
+ 2
0
0
0
0
74
366 1008
168 1694
0
+ 2
0
+ 2
0
0
0
0
0
0
0
0
98
1354
981
391 1587
+ 2
+ 2
0
+ 2
40
167 1034
156 1340
+ 1
+ 2
+ 2
+ 2
0
0
0
0
42
547 1123
300 1152
+ 1
+ 2
0
+ 2
0
0
0
0
147
2025
842
627 1600
+ 1
+ 2
+ 2
+ 2
0
0
0
0
77
132
826
181 1800
+ 1
+ 2
+ 2
+ 2
0
0
0
0
120
133
830
401 1880
0
+ 2
0
+ 2
0
0
0
0
174
138
916
92 2058
0
+ 2
0
+ 2
0
0
0
0
0
38
823
162 2092
0
+ 3
‐ 2
+ 2
0
0
0
0
58
99 1288
266 2068
+ 2
+ 2
+ 4
+ 1
0
0
0
0
449
243 1272
212 1902
0
+ 2
+ 1
+ 1
0
0
0
0
‐ 1
0
0
0
0
0
0
141 1447
166 1661
‐ 3
+ 2
395
1143
945 1232 1688
+ 2
+ 1
+ 6
0
0
0
0
0
241
933
706 1360 1487
+ 2
0
+ 4
0
0
0
0
0
0
223
712
0 1375
0
0
0
0
0
0
0
0
0
222
626
0 1460
+ 1
0
0
0
0
0
0
0
2
1777
260
129
29
0
0
+ 1
0
0
0
0
0
0
1228
130 2574
19
+ 2
+ 1
0
0
0
0
0
0
0
1 1467
220 2106
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
41 1021
120 1519
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 2 PM
Segment Roadway Intersection
Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
399
0
42
449
280
33
29
55
82
624
162
16
32
38
248
12
145
25
17
312
638
166
11
209
1
229
137
10
471
214
126
528
119
283
70
258
68
295
39
195
155
295
138
104
100
69
126
0
371
130
94
61
25
2
227
0
358
194
181
58
60
340
125
178
258
31
69
0
0
393
410
116
244
931
2129
12
128
EBT
EBT
0
0
1577
1460
1710
1820
1907
2237
2212
1429
2095
2266
2305
2278
2059
1955
1879
2509
2427
2094
1616
1812
2235
2048
2046
2039
2049
1963
1699
1776
1987
1625
1981
1987
2086
1715
2074
1666
2312
1926
2109
1890
1995
1469
2001
1937
2001
2091
2467
2752
2429
2511
2345
2297
2000
2287
1360
1520
1160
1156
1243
1009
1785
1650
1665
1963
1982
1705
1382
1053
1138
1263
1217
448
30
2146
1530
EBR
WBT
46
0
0
92
1882
107
206
26
69
429
2162
184
1
2
36
99
193
29
73
2
213
136
67
23
37
4
28
397
154
76
170
57
220
230
97
261
169
269
1616
150
47
181
32
499
83
47
63
194
0
1782
212
1
185
37
353
22
669
176
263
173
52
170
28
257
116
220
144
463
456
70
108
1112
1014
21
52
128
63
WBL
WBR
0
69
0
198
244
133
205
20
69
380
114
71
15
11
54
90
381
25
45
4
402
111
50
12
88
65
33
610
184
263
170
553
52
147
101
186
292
119
102
149
61
302
59
405
75
119
122
164
0
24
87
0
122
74
301
192
309
90
289
253
76
27
223
203
85
263
316
0
0
57
269
51
120
218
2058
64
141
WBT
SBL
0
10
1776
1415
232
1954
1858
1882
1703
1182
101
1912
1985
1923
1462
1548
1472
1916
1825
1710
1234
1677
2117
1897
1868
1703
1892
1759
1674
1899
1974
1453
1167
1347
1481
1053
1250
1102
0
1139
1412
1268
1545
1102
1602
1574
1625
1764
1562
0
1593
1722
1634
1741
1454
1801
1111
1224
1047
1237
1360
861
779
888
1054
1104
1461
1296
1462
938
751
76
96
22
136
1875
1355
WBR
SBR
0
459
82
384
182
22
37
58
91
398
165
8
26
50
10
156
148
24
8
257
230
318
4
17
7
237
291
0
237
271
141
56
112
120
48
121
99
319
62
62
60
242
183
151
57
105
137
0
252
102
32
53
23
162
135
0
190
48
81
64
198
123
20
67
219
20
131
435
251
175
75
87
176
733
221
23
0
NBL
‐‐
0
39
0
215
0
166
246
122
205
479
0
119
0
12
94
78
245
15
129
7
281
62
86
25
73
15
28
357
234
91
123
211
389
212
29
205
118
230
0
185
14
134
24
441
24
95
118
0
470
0
112
1
90
16
167
79
348
129
171
97
64
210
50
98
33
104
54
0
252
190
228
0
0
4
0
23
13
NBT
‐‐
674
949
0
546
0
34
33
28
63
1370
0
1
0
2
107
61
443
0
2
6
815
23
0
1
0
7
21
0
471
175
104
867
117
127
10
261
109
480
0
314
43
522
35
542
14
24
61
0
8
0
25
0
25
74
273
0
1462
80
209
42
120
327
19
17
4
7
36
0
0
988
1220
0
0
344
0
0
0
NBR
‐‐
127
0
255
261
0
293
332
36
160
297
0
48
0
14
75
93
670
11
69
15
176
109
83
1
108
6
54
278
51
135
52
567
158
137
48
153
155
54
0
195
45
247
57
195
3
89
108
0
296
0
93
1
66
77
156
89
342
49
81
68
38
317
285
296
65
342
106
0
276
153
323
0
0
111
0
72
111
SBL
‐‐
187
0
252
297
0
12
30
89
82
461
0
64
14
35
35
139
186
27
11
36
414
278
7
9
0
408
210
0
331
301
168
507
201
162
83
328
123
582
0
338
186
235
150
263
41
111
114
594
0
0
86
53
42
129
268
0
144
59
231
54
266
485
24
80
201
24
79
143
0
370
131
0
0
18
0
4
0
SBT
‐‐
662
670
0
352
0
7
26
36
40
1035
0
20
0
1
107
78
323
0
1
0
792
29
6
2
0
2
12
0
870
131
241
1197
92
273
23
746
309
1946
0
280
62
856
27
1289
36
42
58
30
0
0
17
0
32
80
782
0
2645
139
1363
90
332
1047
45
17
24
5
78
0
0
889
596
0
0
24
0
2
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
1073
314
708
0
+ 1
0
0
0
0
0
0
0
172
1408
0
739
221
0
0
0
+ 1
0
0
0
0
97
124 2084
0 1873
+ 1
+ 1
0
0
0
0
0
0
223
1379 2018
642 1853
+ 1
0
+ 1
0
0
0
0
0
0
524 1942
0 2064
+ 1
0
0
0
0
0
0
0
27
89 2125
247 2147
+ 1
0
0
+ 1
0
0
0
0
13
99 2269
437 2117
+ 1
+ 1
+ 1
+ 1
0
0
0
0
128
141 2362
82 2132
0
+ 1
+ 1
+ 1
0
0
0
0
60
236 2454
178 1968
0
0
0
+ 1
0
0
0
0
250
2392 2187 1844 1911
+ 1
0
+ 2
+ 1
0
0
0
0
0
0
0
0
0
0
327 2095 2276
101
+ 1
0
+ 2
8
25 2378
275 2039
+ 1
0
+ 2
+ 2
0
0
0
0
27
58 2319
16 2012
0
0
0
+ 2
0
0
0
0
69
90 2327
14 2004
0
0
0
+ 2
0
0
0
0
372
365 2169
197 1928
+ 3
0
+ 1
+ 2
0
0
0
0
13
229 2187
267 1639
0
0
+ 2
+ 1
0
0
0
0
148
736 2735
897 1865
+ 1
0
+ 1
+ 1
0
0
0
0
14
49 2547
54 1945
+ 5
0
+ 2
+ 1
0
0
0
0
13
27 2507
119 1967
0
0
‐ 2
+ 1
0
0
0
0
125
575 2145
6 1842
+ 3
0
0
+ 1
0
0
0
0
336
1683 2206 1407 1851
+ 1
0
0
+ 2
0
0
0
0
148
507 2199
276 1887
0
+ 1
0
+ 2
0
0
0
0
20
15 2325
123 2223
0
+ 1
+ 1
+ 2
0
0
0
0
253
227 2058
37 2175
+ 3
0
+ 2
+ 2
0
0
0
0
0
8 2154
125 1941
0
0
+ 3
+ 1
0
0
0
0
236
473 2453
71 1954
0
0
0
+ 1
0
0
0
0
94
449 2313
73 2014
+ 1
0
0
+ 1
0
0
0
0
0
10 2241 1007 2116
0
0
0
+ 1
0
0
0
0
583
1179 2081 1208 2491
+ 1
0
+ 2
+ 1
0
0
0
0
124
660 2212
470 2114
0
0
0
+ 1
0
0
0
0
98
371 2207
581 2195
+ 1
0
+ 2
+ 1
0
0
0
0
762
1451 2699 1807 2426
0
0
0
+ 1
0
0
0
0
128
348 2340
364 1684
0
0
0
+ 1
0
0
0
0
258
530 2286
650 1817
0
+ 1
0
+ 1
0
0
0
0
31
128 2217
221 1541
0
+ 1
+ 2
+ 1
0
0
0
0
246
640 2196 1193 1504
+ 1
+ 1
+ 1
+ 1
0
0
0
0
113
276 2352
770 1481
0
+ 1
0
+ 1
0
0
0
0
375
1094 2302 2334 1707
+ 1
+ 1
+ 1
+ 1
0
0
0
0
0
101 2312 1718
0
0
+ 1
+ 2
0
0
0
0
0
142
571 2459
579 1466
+ 1
+ 1
0
+ 2
0
0
0
0
172
258 2340
170 1598
+ 1
+ 1
0
+ 1
0
0
0
0
212
1059 2372 1339 1614
+ 1
+ 1
+ 1
+ 2
0
0
0
0
110
356 2202
118 1679
+ 2
+ 1
0
+ 1
0
0
0
0
148
797 1927 2193 1691
0
+ 1
+ 1
+ 2
0
0
0
0
63
171 2045
194 1689
+ 2
+ 1
+ 3
+ 1
0
0
0
0
92
198 2137
208 1761
‐ 1
+ 1
0
+ 2
0
0
0
0
96
324 2223
243 1839
0
+ 1
‐ 1
+ 1
0
0
0
0
290
0 2685
388 2054
0
+ 2
‐ 2
+ 1
0
0
0
0
0
631 2763
0 2032
+ 1
+ 2
0
+ 1
0
0
0
0
0
154 2752
0 1884
0
+ 2
0
+ 2
0
0
0
0
71
151 2608
316 1776
0
+ 2
‐ 1
+ 2
0
0
0
0
51
114 2565
1 1774
+ 1
+ 2
0
+ 2
0
0
0
0
29
73 2453
339 1753
0
+ 2
0
+ 2
0
0
0
0
+ 1
+ 1
0
0
0
0
94
238 2503
191 1851
+ 2
+ 2
265
635 2424 1436 1886
+ 1
+ 2
+ 1
+ 2
0
0
0
0
0
0 2376
214 1880
0
+ 2
+ 2
+ 1
0
0
0
0
498
2010 1846 3623 1957
+ 2
+ 2
+ 1
+ 1
0
0
0
0
57
322 1628
405 1410
0
+ 2
0
+ 2
0
0
0
0
0
0
0
0
221
471 1472 1915 1439
0
+ 1
+ 2
+ 2
36
164 1278
516 1370
+ 1
+ 1
+ 3
+ 2
0
0
0
0
61
378 1547
460 1485
+ 1
+ 1
0
+ 2
0
0
0
0
528
790 1811 1244 1599
+ 2
+ 1
0
+ 2
0
0
0
0
51
164 2094
296
880
+ 3
+ 2
+ 1
+ 2
0
0
0
0
0
+ 2
0
0
0
0
56
262 2026
477 1042
+ 1
+ 2
100
481 1931
225 1187
+ 1
+ 2
0
+ 2
0
0
0
0
4
58 2329
488 1212
0
+ 1
0
+ 2
0
0
0
0
17
236 2167
538 1532
+ 3
+ 1
+ 6
+ 1
0
0
0
0
381
435 1848
463 1677
0
0
+ 2
+ 2
0
0
0
0
0
251 1658
456 1714
0
0
0
+ 1
0
0
0
0
564
1556 1576 1016 1692
+ 5
0
+ 2
+ 2
0
0
0
0
95
1705 1592
973 1074
+ 4
0
+ 2
+ 1
0
0
0
0
0
167 1339
0 1199
+ 1
0
0
+ 1
0
0
0
0
0
364 1313
0 1190
+ 1
0
0
+ 1
0
0
0
0
0
0
0
0
0
5
2008
577
263
31
+ 1
0
+ 1
0
2350
30 2110
136
0
0
+ 2
+ 1
0
0
0
0
28
35 2222
194 1926
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
128 1641
204 1368
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 3A AM Roadway Intersection
Segment Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave. & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
252
0
89
167
81
21
14
40
30
422
100
15
13
29
319
10
82
13
10
118
376
79
17
144
0
208
82
0
418
106
98
961
142
139
27
173
78
446
19
116
91
180
50
91
56
38
46
0
355
0
68
29
15
0
195
0
239
257
234
57
27
344
73
62
41
16
8
0
0
445
245
85
144
392
1169
0
41
EBT
EBT
0
0
1083
996
1328
1551
1436
1532
1302
894
1217
1063
1165
1170
784
773
796
1274
1173
1244
767
1254
1382
1378
1270
1237
1320
1338
1382
1590
1829
1194
1007
933
969
780
1001
727
932
714
771
670
761
421
880
1015
802
849
634
801
639
749
743
736
649
838
713
877
662
783
872
586
655
706
722
789
897
969
1098
785
557
645
569
187
130
1310
906
EBR
WBT
59
0
0
121
1714
128
277
35
195
185
2260
115
0
2
109
85
192
33
115
8
185
46
104
34
33
3
5
291
152
46
91
38
300
80
64
72
71
88
1843
99
13
73
5
338
16
25
84
243
0
958
161
0
21
7
123
31
15
61
87
76
66
196
20
94
15
43
75
212
166
156
90
1304
1282
10
259
111
34
WBL
WBR
0
70
0
352
156
219
274
23
93
267
88
21
0
10
62
86
633
23
83
12
268
56
82
10
103
31
19
370
85
112
79
402
160
92
58
120
104
25
66
74
26
216
20
400
52
98
53
183
0
5
100
0
14
123
147
96
304
30
105
48
48
32
152
278
71
123
132
0
0
145
222
139
78
108
2314
109
96
WBT
SBL
0
10
1560
1261
342
1810
1831
2105
2115
1029
63
2348
2395
2277
1902
1887
1879
2487
2249
1777
1359
1778
1989
1929
1820
1748
2063
1737
1698
1672
1951
1337
1998
1991
2028
1563
1753
1368
0
1636
1711
1498
1606
1143
1478
1476
1023
1015
931
0
794
959
802
722
582
849
669
1144
1012
988
893
1230
1633
1692
1821
1875
1774
1450
1437
1167
1058
62
49
19
19
2058
1219
WBR
SBR
0
235
225
64
263
22
16
49
30
185
116
7
14
46
0
105
145
21
3
73
164
195
23
6
2
353
181
1
177
211
89
64
138
130
27
188
78
310
34
20
106
70
154
235
54
61
9
0
177
48
37
46
20
68
98
0
347
29
44
40
235
722
17
69
95
14
27
244
145
198
24
72
179
689
61
1
0
NBL
‐‐
0
18
0
104
0
95
213
26
49
503
0
223
0
3
74
107
190
41
149
4
225
5
51
0
49
10
12
442
271
75
173
76
379
349
93
227
159
374
0
117
10
103
7
459
53
52
177
0
184
0
60
0
142
18
156
117
136
189
271
176
75
121
32
13
10
161
195
0
225
125
190
0
0
8
0
43
13
NBT
‐‐
488
723
0
166
0
13
27
14
18
1519
0
12
0
0
208
92
322
5
0
0
835
1
7
2
0
0
8
0
686
137
148
1223
255
193
7
784
183
1990
0
225
21
797
4
1025
36
34
48
0
159
0
18
0
37
71
833
0
3070
80
1105
69
312
962
42
2
1
8
64
0
0
512
655
0
0
687
0
0
0
NBR
‐‐
43
0
276
128
0
134
212
15
73
231
0
71
0
5
30
179
368
17
162
2
50
19
91
0
175
0
17
489
56
364
258
277
65
93
124
139
235
20
0
103
38
160
5
57
96
98
190
0
96
0
69
0
54
128
57
70
275
44
127
145
27
50
132
19
13
9
244
0
343
45
51
0
0
48
0
155
64
SBL
‐‐
230
1
77
268
0
10
19
38
52
533
0
25
35
73
10
100
86
30
17
150
226
173
0
6
0
250
240
0
310
161
196
250
93
76
14
150
59
235
0
123
64
144
129
133
89
70
18
147
0
0
45
66
19
75
111
0
194
35
127
37
189
182
18
85
161
0
122
283
0
103
91
0
0
23
0
0
0
SBT
‐‐
828
992
0
522
0
9
35
31
98
914
0
25
0
2
180
160
315
2
3
6
1062
16
2
2
0
12
12
0
442
81
118
1331
34
136
2
424
140
390
0
176
21
674
6
698
51
27
33
45
0
0
47
0
15
135
279
0
1297
70
197
30
195
399
11
29
5
0
84
0
0
939
1038
0
0
12
0
0
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
740
273
887
0
0
0
0
0
0
0
0
0
172
958
1 1062
200
0
0
0
+ 2
0
0
0
0
40
314 1436
0 1600
0
0
0
+ 1
0
0
0
0
308
397 1392
995 1673
‐ 1
0
+ 1
+ 1
0
0
0
0
0
237 1670
0 1977
‐ 1
0
0
+ 1
0
0
0
0
27
56 1695
356 1932
0
+ 1
0
+ 1
0
0
0
0
8
57 1667
586 2052
+ 1
0
+ 3
+ 1
0
0
0
0
115
103 1585
89 2246
0
0
+ 1
+ 1
0
0
0
0
71
78 1427
386 2235
‐ 3
0
0
+ 1
0
0
0
0
451
2126 1658 1366 1983
+ 1
+ 1
+ 1
+ 1
0
0
0
0
0
+ 3
0
0
0
0
0
216 1217 2348
63
+ 2
+ 1
15
34 1159
161 2586
+ 2
+ 2
+ 1
0
0
0
0
0
58
27 1200
0 2453
0
+ 2
0
0
0
0
0
0
94
75 1248
14 2374
0
+ 2
0
0
0
0
0
0
276
527
824
351 2252
+ 5
0
+ 2
0
0
0
0
0
4
207 1052
331 1998
0
0
+ 1
0
0
0
0
0
110
549 1250 1140 2179
0
+ 1
+ 2
0
0
0
0
0
29
39 1321
58 2557
+ 2
+ 1
+ 1
+ 1
0
0
0
0
10
13 1352
201 2408
0
+ 1
0
+ 1
0
0
0
0
524
191 1396
26 2305
0
+ 1
0
+ 1
0
0
0
0
299
1375 1043 1515 1883
0
+ 1
+ 1
0
0
0
0
0
53
275 1446
118 1836
0
+ 1
0
+ 1
0
0
0
0
2
47 1473
188 2042
0
+ 1
+ 4
+ 1
0
0
0
0
177
152 1384
46 2106
0
+ 1
+ 1
+ 1
0
0
0
0
0
2 1445
136 1869
0
+ 1
+ 2
0
0
0
0
0
157
561 1487
46 1915
+ 2
+ 1
0
0
0
0
0
0
119
271 1577
36 2194
0
+ 1
0
0
0
0
0
0
‐ 1
0
0
0
0
0
1
1 1827
661 2180
0
+ 1
301
1281 1748
679 2270
+ 1
+ 1
+ 1
0
0
0
0
0
67
454 2115
239 1814
‐ 1
+ 1
0
0
0
0
0
0
140
335 2283
288 2264
0
+ 1
0
0
0
0
0
0
658
2248 1721 1771 2071
+ 1
+ 1
+ 1
0
0
0
0
0
160
535 1165
494 2537
+ 2
+ 1
0
0
0
0
0
0
384
462 1102
308 2724
0
+ 1
+ 1
+ 1
0
0
0
0
13
61 1107
124 2134
0
+ 1
+ 2
+ 1
0
0
0
0
212
1145 1069
616 2002
+ 1
+ 2
+ 1
+ 1
0
0
0
0
101
339 1295
315 2013
0
+ 1
0
+ 1
0
0
0
0
202
2746
982
503 1944
+ 1
+ 1
+ 2
+ 1
0
0
0
0
0
53
932 1909
0
0
+ 1
+ 1
0
0
0
0
0
101
361
940
349 1854
0
+ 1
+ 1
+ 1
0
0
0
0
121
218
873
60 1842
+ 1
+ 1
0
+ 1
0
0
0
0
139
1047
974
963 1740
+ 1
+ 2
+ 1
+ 1
0
0
0
0
132
208
895
31 1745
+ 2
+ 2
0
+ 1
0
0
0
0
16
1351
611 1436 1618
0
+ 2
0
+ 1
0
‐ 1
0
0
143
146 1065
119 1674
+ 1
+ 1
0
0
‐ 1
0
0
‐ 1
61
133 1183
150 1589
0
+ 1
0
0
0
‐ 1
0
‐ 1
74
103 1010
170 1274
‐ 1
+ 1
+ 1
0
‐ 1
0
0
‐ 1
147
0
996
471 1162
0
0
0
‐ 1
0
‐ 1
0
‐ 2
0
691
730
0 1115
‐ 1
‐ 1
0
‐ 1
‐ 2
‐ 2
0
‐ 2
0
5
801
0 1006
‐ 9
0
0
‐ 2
‐ 9
‐ 2
0
‐ 3
111
123
753
308
965
+ 2
‐ 1
+ 1
‐ 2
+ 2
‐ 2
0
‐ 3
41
75
815
0 1000
+ 1
0
0
‐ 1
0
‐ 2
0
‐ 3
50
72
816
50
994
0
0
‐ 6
‐ 1
0
‐ 2
0
‐ 3
49
139
939
265
789
‐ 1
‐ 1
+ 5
‐ 2
‐ 1
‐ 2
0
‐ 3
34
1126
817
549
772
+ 1
‐ 1
+ 1
‐ 2
0
‐ 2
0
‐ 3
0
0
908
127
966
0
‐ 1
+ 4
‐ 1
0
‐ 2
0
‐ 3
139
3656 1182 1616
944
+ 1
+ 1
+ 2
‐ 1
0
0
0
‐ 3
69
366
956
161 1402
0
+ 1
0
+ 1
0
0
0
‐ 1
88
1383
916
389 1371
+ 2
+ 1
0
+ 1
0
0
0
‐ 1
38
166
965
154 1202
+ 1
+ 1
+ 2
+ 1
0
0
0
0
40
574 1088
309 1008
+ 1
+ 2
0
+ 1
0
0
0
‐ 1
140
2028
818
627 1491
+ 1
+ 2
+ 2
+ 1
0
0
0
0
76
132
805
183 1741
+ 1
+ 2
+ 2
+ 2
0
0
0
0
119
133
810
401 1824
0
+ 2
0
+ 2
0
0
0
0
172
137
896
91 2003
0
+ 2
0
+ 2
0
0
0
0
0
38
798
166 2036
0
+ 2
‐ 2
+ 2
0
0
0
0
55
99 1263
291 2024
+ 2
+ 2
+ 5
+ 1
0
0
0
0
437
244 1252
212 1887
0
+ 2
+ 1
+ 1
0
0
0
0
0
145 1441
166 1662
‐ 2
+ 2
‐ 1
0
0
0
0
0
400
1155
933 1240 1692
+ 2
0
+ 6
0
0
0
0
0
238
924
699 1350 1486
+ 2
0
+ 4
0
0
0
0
0
0
224
707
0 1376
0
0
0
0
0
0
0
0
0
222
618
0 1461
+ 1
0
0
0
0
0
0
0
2
1768
258
130
29
0
0
+ 1
0
0
0
0
0
0
1230
130 2573
19
+ 2
+ 1
0
0
0
0
0
0
0
1 1465
220 2101
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
41
970
130 1232
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 3A PM Roadway Intersection
Segment Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave. & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
395
0
42
449
279
31
29
55
82
621
161
15
32
38
249
11
146
25
17
314
639
167
11
209
1
221
137
10
462
214
125
529
118
283
70
259
74
304
40
196
155
296
137
180
87
89
171
0
208
0
221
59
44
1
206
0
268
187
170
58
65
338
124
179
258
31
69
0
0
394
408
117
244
929
2134
12
128
EBT
EBT
0
0
1580
1464
1713
1821
1907
2240
2215
1433
2099
2273
2310
2283
2062
1956
1884
2515
2434
2098
1618
1815
2236
2052
2051
2054
2055
1972
1712
1781
1992
1626
1980
1974
2073
1710
2070
1655
2291
1899
2072
1852
1938
1184
1500
1427
1199
1379
1816
2240
1755
1877
1649
1535
1293
1515
1010
1272
978
1016
1113
931
1745
1614
1631
1929
1960
1704
1381
1051
1140
1261
1216
450
30
2151
1265
EBR
WBT
46
0
0
92
1881
108
207
26
69
430
2159
184
1
2
37
101
193
30
73
2
213
136
68
23
36
4
28
397
155
76
172
57
221
231
97
259
167
263
1506
151
47
183
32
639
36
47
138
20
0
1031
283
1
200
30
328
21
390
163
212
157
45
165
28
257
116
221
145
443
468
69
108
1096
998
21
51
128
66
WBL
WBR
0
68
0
198
242
132
206
20
68
381
114
71
15
11
56
92
380
25
46
4
402
111
51
11
87
66
33
609
183
261
175
550
51
145
101
181
279
106
101
139
59
293
57
176
33
117
137
56
0
21
114
0
80
67
269
185
362
85
256
230
69
29
222
200
84
263
324
0
0
56
267
51
119
217
2056
64
152
WBT
SBL
0
10
1771
1414
233
1947
1850
1875
1698
1178
102
1910
1984
1921
1465
1550
1474
1914
1824
1709
1233
1674
2116
1896
1865
1705
1887
1756
1674
1891
1966
1445
1137
1312
1443
1020
1213
1030
0
1032
1291
1145
1409
802
1022
997
980
1227
936
0
904
1094
1049
1116
856
1107
821
1091
917
1073
1182
783
733
843
1009
1058
1426
1287
1454
927
740
77
96
22
135
1870
1210
WBR
SBR
0
454
82
384
182
21
37
58
91
396
166
7
26
50
11
159
149
25
8
259
230
320
4
17
7
229
290
0
231
271
142
56
110
118
47
119
104
300
62
58
57
234
176
90
50
121
94
0
140
100
29
48
25
97
106
0
271
47
81
62
211
131
20
66
217
19
133
425
254
173
75
88
176
717
221
23
0
NBL
‐‐
0
40
0
213
0
167
246
122
204
479
0
119
0
12
95
80
246
17
129
7
280
62
87
25
74
15
28
356
236
90
122
210
389
211
30
202
115
247
0
181
14
127
23
504
21
77
139
0
424
0
95
1
6
35
229
119
177
122
175
104
65
213
50
97
32
104
50
0
243
191
224
0
0
4
0
23
14
NBT
‐‐
676
944
0
542
0
32
33
28
63
1368
0
1
0
2
108
64
445
0
2
6
815
23
0
1
0
8
21
0
462
173
105
868
117
129
10
262
115
515
0
319
44
535
36
531
16
38
83
0
7
0
36
0
4
111
350
0
1418
85
224
44
128
344
20
17
4
8
35
0
0
990
1209
0
0
344
0
0
0
NBR
‐‐
128
0
255
260
0
293
333
36
160
298
0
48
0
14
76
95
671
12
69
15
176
108
83
1
110
6
54
278
51
133
53
566
158
138
51
153
151
56
0
195
45
247
57
84
3
78
69
0
317
0
96
1
3
137
152
83
345
44
77
65
35
329
289
298
65
349
101
0
275
153
322
0
0
111
0
72
120
SBL
‐‐
186
0
252
297
0
11
30
89
82
457
0
63
14
35
35
142
187
27
11
36
417
278
7
9
0
397
212
0
326
302
166
507
199
161
83
328
127
579
0
332
187
249
150
161
45
87
136
522
0
0
84
52
32
110
249
0
195
55
280
63
301
509
24
81
201
24
79
152
0
373
131
0
0
18
0
4
0
SBT
‐‐
660
665
0
350
0
7
26
36
40
1028
0
19
0
1
107
82
324
0
1
0
799
29
6
2
0
2
12
0
856
131
239
1198
91
275
23
742
317
1902
0
281
65
934
28
1287
23
45
113
4
0
0
34
0
39
88
893
0
2780
145
1370
91
345
1103
47
18
25
5
79
0
0
888
595
0
0
24
0
2
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
1071
314
706
0
+ 1
0
0
0
0
0
0
0
175
1398
0
733
225
0
0
0
+ 1
0
0
0
0
97
124 2087
0 1868
+ 1
+ 1
0
0
0
0
0
0
222
1375 2021
640 1849
+ 1
0
+ 1
0
0
0
0
0
0
521 1946
0 2063
+ 1
0
0
0
0
0
0
0
26
84 2125
247 2140
+ 1
0
0
+ 1
0
0
0
0
13
99 2270
439 2109
+ 1
+ 1
+ 1
+ 1
0
0
0
0
128
141 2365
82 2125
0
+ 1
+ 1
+ 1
0
0
0
0
60
236 2457
177 1962
0
0
0
+ 1
0
0
0
0
247
2385 2188 1839 1904
+ 1
0
+ 2
+ 1
0
0
0
0
0
0
0
0
0
0
327 2099 2273
102
+ 1
0
+ 2
7
23 2384
274 2036
+ 1
0
+ 2
+ 2
0
0
0
0
27
58 2324
16 2011
0
0
0
+ 2
0
0
0
0
69
90 2332
14 2002
0
0
0
+ 2
0
0
0
0
367
368 2173
200 1927
+ 3
0
+ 1
+ 2
0
0
0
0
13
234 2193
275 1643
0
0
+ 2
+ 2
0
0
0
0
149
740 2742
897 1869
+ 2
+ 1
+ 1
+ 1
0
0
0
0
14
50 2554
55 1945
+ 6
0
+ 2
+ 1
0
0
0
0
13
27 2514
120 1966
0
0
‐ 2
+ 1
0
0
0
0
126
579 2149
6 1842
+ 4
0
0
+ 1
0
0
0
0
339
1684 2211 1414 1852
+ 1
0
0
+ 2
0
0
0
0
148
510 2201
276 1884
0
+ 1
0
+ 2
0
0
0
0
20
15 2326
125 2223
0
+ 1
+ 1
+ 2
0
0
0
0
253
227 2062
36 2174
+ 3
0
+ 1
+ 2
0
0
0
0
0
8 2161
123 1939
0
0
+ 3
+ 1
0
0
0
0
229
458 2457
72 1949
0
0
0
+ 1
0
0
0
0
94
448 2321
73 2009
+ 1
0
0
+ 1
0
0
0
0
0
10 2250 1006 2112
0
0
0
+ 1
0
0
0
0
576
1155 2089 1194 2486
+ 1
0
+ 2
+ 1
0
0
0
0
124
658 2216
468 2105
0
0
0
+ 1
0
0
0
0
94
372 2211
586 2182
+ 1
0
+ 2
+ 1
0
0
0
0
762
1453 2699 1805 2417
0
0
0
+ 1
0
0
0
0
126
345 2337
363 1652
0
0
0
+ 1
0
0
0
0
255
530 2273
651 1778
0
+ 1
0
+ 1
0
0
0
0
30
127 2207
221 1503
0
+ 1
+ 2
+ 1
0
0
0
0
243
640 2191 1182 1465
+ 1
+ 1
+ 1
+ 1
0
0
0
0
117
293 2348
763 1445
0
+ 1
0
+ 1
0
0
0
0
385
1119 2290 2271 1662
+ 1
+ 1
+ 1
+ 1
0
0
0
0
0
102 2291 1607
0
0
+ 1
+ 1
0
0
0
0
0
138
573 2426
571 1351
+ 1
+ 1
0
+ 2
0
0
0
0
168
256 2304
171 1473
+ 1
+ 1
0
+ 1
0
0
0
0
213
1065 2348 1410 1485
+ 1
+ 1
+ 1
+ 1
0
0
0
0
106
349 2145
117 1538
+ 2
+ 1
0
+ 1
0
0
0
0
232
801 1429 2102 1538
0
0
0
+ 1
0
‐ 1
0
0
60
153 1548
92 1103
+ 2
0
0
‐ 1
0
‐ 1
‐ 3
‐ 2
68
248 1592
209 1142
0
0
0
0
+ 1
‐ 1
0
‐ 2
97
348 1404
388 1216
0
‐ 1
+ 1
0
0
‐ 2
+ 2
‐ 2
93
0 1901
80 1320
0
0
‐ 9
‐ 1
0
‐ 1
‐ 7
‐ 2
0
355 2133
0 1360
‐ 1
+ 1
0
0
‐ 3
‐ 1
0
‐ 2
0
21 2240
0 1131
‐ 9
+ 1
0
‐ 1
‐ 9
‐ 1
0
‐ 2
57
286 1935
431 1056
+ 3
+ 1
+ 1
‐ 1
+ 3
‐ 1
+ 1
‐ 2
‐ 1
0
‐ 2
47
107 1930
1 1142
+ 1
+ 1
0
0
0
33
73 1684
319 1088
0
+ 1
0
0
0
‐ 2
0
‐ 2
74
209 1782
185 1225
+ 1
+ 1
0
0
‐ 1
‐ 1
0
‐ 2
205
662 1694 1490 1290
+ 1
0
+ 1
0
0
‐ 2
0
‐ 2
0
0 1598
206 1226
0
0
+ 2
0
0
‐ 2
0
‐ 2
+ 1
0
0
‐ 1
0
‐ 2
326
1957 1550 3532 1324
+ 1
+ 1
55
319 1371
393 1268
0
+ 1
0
+ 2
0
‐ 1
0
0
224
475 1335 1838 1316
0
+ 1
+ 1
+ 1
0
0
0
0
35
164 1144
478 1212
+ 1
+ 1
+ 3
+ 1
0
0
0
‐ 1
60
404 1449
459 1307
+ 1
+ 1
0
+ 2
0
0
0
‐ 1
457
813 1769 1297 1453
+ 3
+ 1
0
+ 2
0
0
0
0
49
164 2058
297
832
+ 3
+ 2
+ 1
+ 2
0
0
0
0
55
262 1993
475
995
+ 1
+ 2
0
+ 2
0
0
0
0
98
479 1897
225 1139
+ 1
+ 2
0
+ 2
0
0
0
0
4
58 2302
489 1166
0
+ 1
0
+ 2
0
0
0
0
16
237 2140
548 1492
+ 3
+ 1
+ 6
+ 1
0
0
0
0
371
425 1856
443 1658
0
0
+ 2
+ 2
0
0
0
0
0
254 1656
468 1697
0
0
0
+ 1
0
0
0
0
571
1557 1577 1013 1689
+ 5
0
+ 2
+ 2
0
0
0
0
94
1692 1593
970 1058
+ 4
0
+ 2
+ 1
0
0
0
0
0
168 1338
0 1184
+ 1
0
0
+ 1
0
0
0
0
0
363 1312
0 1174
+ 1
0
0
+ 1
0
0
0
0
5
1990
579
262
31
+ 1
0
+ 1
0
0
0
0
0
0
2355
30 2107
135
0
0
+ 2
+ 1
0
0
0
0
28
35 2227
194 1921
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
128 1385
218 1224
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 3B AM Roadway Intersection
Segment Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave. & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
250
0
89
167
82
21
14
40
30
424
98
15
13
29
319
10
84
13
10
118
376
79
17
144
0
206
82
0
419
106
98
961
141
139
27
173
77
444
19
116
91
180
50
91
56
38
46
0
355
0
68
29
15
0
195
0
239
257
234
57
27
345
74
62
41
16
8
0
0
434
245
86
144
393
1168
0
41
EBT
EBT
0
0
1087
999
1329
1550
1435
1532
1302
892
1215
1062
1164
1168
783
772
795
1273
1173
1244
767
1255
1379
1378
1273
1242
1319
1338
1380
1589
1829
1194
1008
934
969
779
999
726
933
715
772
671
762
420
880
1015
804
850
634
802
639
749
743
736
649
838
713
877
661
784
875
587
655
706
721
788
900
969
1086
781
557
645
570
187
130
1309
906
EBR
WBT
58
0
0
123
1714
128
276
35
194
185
2260
115
0
2
109
85
190
33
114
8
186
46
103
33
31
3
5
289
151
46
91
38
300
80
64
72
71
88
1845
99
13
73
4
339
16
25
85
243
0
959
161
0
21
7
123
31
15
61
87
76
66
197
20
94
15
44
70
212
181
154
90
1301
1281
10
259
111
34
WBL
WBR
0
70
0
355
157
218
274
23
93
268
86
21
0
10
62
86
629
23
82
12
270
57
81
10
96
32
19
367
85
113
79
402
160
92
58
121
104
25
66
74
26
216
20
399
52
98
52
183
0
5
100
0
14
123
147
97
303
30
105
48
48
32
151
278
71
126
122
0
0
146
223
137
78
108
2314
109
96
WBT
SBL
0
10
1556
1258
341
1809
1830
2105
2115
1031
63
2347
2394
2276
1903
1888
1879
2486
2247
1775
1360
1785
1997
1937
1826
1752
2067
1740
1699
1672
1950
1337
1998
1992
2029
1566
1755
1369
0
1636
1710
1498
1607
1144
1478
1475
1022
1016
932
0
795
960
803
723
583
848
669
1142
1010
986
893
1229
1628
1687
1815
1870
1771
1433
1431
1165
1057
62
49
19
19
2061
1218
WBR
SBR
0
235
224
64
261
22
16
49
30
187
116
7
14
46
0
106
148
21
3
73
165
196
23
6
2
350
183
1
177
210
89
64
137
130
27
189
77
311
34
20
106
70
154
235
54
61
8
0
177
48
37
47
20
68
97
0
347
29
44
40
236
719
17
69
95
14
27
244
143
196
24
74
177
687
61
1
0
NBL
‐‐
0
18
0
104
0
95
212
26
49
501
0
224
0
3
75
107
189
41
149
4
224
5
51
0
49
10
12
443
269
75
172
76
380
350
93
227
160
373
0
117
10
103
7
459
53
52
179
0
184
0
61
0
142
18
157
118
136
189
272
177
74
121
32
13
10
161
193
0
217
125
190
0
0
8
0
43
13
NBT
‐‐
488
721
0
166
0
13
27
14
18
1523
0
12
0
0
209
93
326
5
0
0
833
1
7
2
0
0
8
0
684
136
147
1223
254
193
7
783
181
1989
0
225
21
798
4
1025
36
34
47
0
159
0
18
0
37
71
833
0
3069
80
1105
69
312
964
42
2
1
8
64
0
0
510
655
0
0
689
0
0
0
NBR
‐‐
43
0
279
128
0
134
212
15
73
231
0
71
0
5
30
179
366
17
161
2
50
19
90
0
175
0
17
489
56
364
258
277
65
93
124
139
235
20
0
103
38
160
5
57
96
98
187
0
96
0
70
0
54
127
58
70
275
44
127
147
27
50
132
19
13
9
241
0
335
46
51
0
0
48
0
155
64
SBL
‐‐
232
1
77
268
0
10
19
38
52
534
0
25
35
73
10
99
89
30
17
150
225
167
0
6
0
243
240
0
312
162
195
251
93
75
14
149
59
236
0
123
64
144
129
133
89
70
17
146
0
0
45
66
19
75
111
0
194
35
127
37
189
181
18
84
161
0
124
283
0
105
91
0
0
23
0
0
0
SBT
‐‐
825
991
0
526
0
9
35
31
98
917
0
25
0
2
180
160
321
2
3
6
1061
15
2
2
0
11
12
0
443
82
118
1330
34
137
2
423
140
391
0
176
21
672
6
700
52
27
33
45
0
0
47
0
15
135
278
0
1298
70
197
30
195
399
11
29
5
0
81
0
0
940
1037
0
0
12
0
0
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
738
275
883
0
0
0
0
0
0
0
0
0
172
956
1 1061
200
0
0
0
+ 2
0
0
0
0
40
313 1443
0 1596
0
0
0
+ 1
0
0
0
0
307
397 1395 1004 1669
‐ 1
0
+ 1
+ 1
0
0
0
0
0
239 1670
0 1975
‐ 1
0
0
+ 1
0
0
0
0
28
56 1694
355 1932
0
+ 1
0
+ 1
0
0
0
0
8
57 1666
585 2050
+ 1
0
+ 3
+ 1
0
0
0
0
115
103 1585
89 2246
0
0
+ 1
+ 1
0
0
0
0
72
78 1427
385 2236
‐ 3
0
0
+ 1
0
0
0
0
452
2134 1657 1370 1984
+ 1
+ 1
+ 1
+ 1
0
0
0
0
0
+ 3
0
0
0
0
0
214 1215 2346
63
+ 2
+ 1
15
34 1158
161 2586
+ 2
+ 2
+ 1
0
0
0
0
0
58
27 1199
0 2452
0
+ 2
0
0
0
0
0
0
94
75 1246
14 2373
0
+ 2
0
0
0
0
0
0
275
528
823
351 2253
+ 5
0
+ 2
0
0
0
0
0
4
209 1050
331 1999
0
0
+ 1
0
0
0
0
0
113
558 1250 1140 2181
0
+ 1
+ 2
0
0
0
0
0
29
39 1320
58 2556
+ 2
+ 1
+ 1
+ 1
0
0
0
0
10
13 1351
199 2406
0
+ 1
0
+ 1
0
0
0
0
525
191 1396
26 2304
0
+ 1
0
+ 1
0
0
0
0
297
1374 1042 1517 1881
0
+ 1
+ 1
0
0
0
0
0
51
276 1441
118 1841
0
+ 1
0
+ 1
0
0
0
0
2
47 1469
186 2050
0
+ 1
+ 4
+ 1
0
0
0
0
177
152 1384
45 2114
0
+ 1
+ 1
+ 1
0
0
0
0
0
2 1448
127 1875
0
+ 1
+ 2
0
0
0
0
0
152
556 1485
46 1914
+ 2
+ 1
0
0
0
0
0
0
119
273 1576
36 2198
0
+ 1
0
0
0
0
0
0
‐ 1
0
0
0
0
0
1
1 1827
656 2184
0
+ 1
303
1280 1748
679 2271
+ 1
+ 1
+ 1
0
0
0
0
0
67
452 2115
241 1814
‐ 1
+ 1
0
0
0
0
0
0
139
334 2282
288 2261
0
+ 1
0
0
0
0
0
0
658
2248 1722 1770 2071
+ 1
+ 1
+ 1
0
0
0
0
0
159
532 1166
494 2537
+ 2
+ 1
0
0
0
0
0
0
384
462 1102
309 2726
0
+ 1
+ 1
+ 1
0
0
0
0
13
61 1107
124 2135
0
+ 1
+ 2
+ 1
0
0
0
0
211
1145 1067
616 2004
+ 1
+ 2
+ 1
+ 1
0
0
0
0
101
335 1293
315 2016
0
+ 1
0
+ 1
0
0
0
0
202
2744
982
504 1944
+ 1
+ 1
+ 2
+ 1
0
0
0
0
0
53
933 1911
0
0
+ 1
+ 1
0
0
0
0
0
102
361
941
349 1855
0
+ 1
+ 1
+ 1
0
0
0
0
121
218
874
60 1841
+ 1
+ 1
0
+ 1
0
0
0
0
138
1048
975
961 1739
+ 1
+ 2
+ 1
+ 1
0
0
0
0
132
208
896
30 1746
+ 2
+ 2
0
+ 1
0
0
0
0
16
1351
610 1438 1619
0
+ 2
0
+ 1
0
‐ 1
0
0
143
146 1065
120 1674
+ 1
+ 1
0
0
‐ 1
0
0
‐ 1
61
133 1183
150 1588
0
+ 1
0
0
0
‐ 1
0
‐ 1
74
101 1008
170 1275
‐ 1
+ 1
+ 1
0
‐ 1
‐ 1
0
‐ 1
147
0
996
471 1163
0
0
0
‐ 1
0
‐ 1
0
‐ 2
0
691
730
0 1116
‐ 1
‐ 1
0
‐ 1
‐ 2
‐ 2
0
‐ 2
0
5
802
0 1007
‐ 9
0
0
‐ 2
‐ 9
‐ 2
0
‐ 3
111
123
754
308
967
+ 2
‐ 1
+ 1
‐ 2
+ 2
‐ 2
0
‐ 3
41
76
815
0 1001
+ 1
0
0
‐ 1
0
‐ 2
0
‐ 3
50
72
816
50
995
0
0
‐ 6
‐ 1
0
‐ 2
0
‐ 3
49
139
938
265
790
‐ 1
‐ 1
+ 5
‐ 2
‐ 1
‐ 2
0
‐ 3
34
1125
818
548
774
+ 1
‐ 1
+ 1
‐ 2
0
‐ 2
0
‐ 3
0
0
908
128
966
0
‐ 1
+ 4
‐ 1
0
‐ 2
0
‐ 3
139
3655 1182 1616
944
+ 1
+ 1
+ 2
‐ 1
0
0
0
‐ 3
69
366
956
161 1400
0
+ 1
0
+ 1
0
0
0
‐ 1
88
1383
915
389 1370
+ 2
+ 1
0
+ 1
0
0
0
‐ 1
38
166
968
154 1201
+ 1
+ 1
+ 2
+ 1
0
0
0
0
40
575 1091
309 1007
+ 1
+ 2
0
+ 1
0
0
0
‐ 1
140
2028
818
628 1490
+ 1
+ 2
+ 2
+ 1
0
0
0
0
76
133
805
182 1736
+ 1
+ 2
+ 2
+ 2
0
0
0
0
119
133
809
401 1819
0
+ 2
0
+ 2
0
0
0
0
172
137
895
91 1997
0
+ 2
0
+ 2
0
0
0
0
0
38
797
170 2031
0
+ 2
‐ 2
+ 2
0
0
0
0
57
99 1265
273 2021
+ 2
+ 2
+ 4
+ 1
0
0
0
0
439
244 1252
212 1872
0
+ 2
+ 1
+ 1
0
0
0
0
0
143 1421
181 1648
‐ 2
+ 2
‐ 1
0
0
0
0
0
399
1140
932 1240 1689
+ 2
0
+ 6
0
0
0
0
0
237
924
699 1350 1484
+ 2
0
+ 4
0
0
0
0
0
0
223
707
0 1375
0
0
0
0
0
0
0
0
0
222
619
0 1458
+ 1
0
0
0
0
0
0
0
2
1769
258
130
29
0
0
+ 1
0
0
0
0
0
0
1229
130 2573
19
+ 2
+ 1
0
0
0
0
0
0
0
1 1464
220 2104
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
41
970
130 1231
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 3B PM Roadway Intersection
Segment Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real El Camino Real /El Camino Real & Murphy
Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave. & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
394
0
42
451
280
30
29
55
82
621
162
14
32
39
248
11
147
25
17
315
639
168
11
207
1
231
137
10
464
215
124
530
119
284
70
260
73
303
40
196
155
296
137
180
87
89
171
0
209
0
221
59
44
1
206
0
269
187
170
58
65
343
124
179
258
31
69
0
0
395
409
117
244
928
2135
12
128
EBT
EBT
0
0
1581
1464
1710
1819
1907
2239
2214
1433
2102
2274
2311
2284
2063
1961
1885
2517
2436
2098
1617
1809
2230
2048
2048
2043
2052
1969
1710
1781
1995
1627
1981
1976
2075
1710
2070
1655
2290
1899
2073
1853
1941
1184
1499
1427
1199
1379
1818
2243
1758
1880
1651
1538
1293
1515
1010
1270
981
1022
1120
937
1746
1616
1633
1931
1959
1703
1382
1051
1140
1260
1216
450
30
2149
1263
EBR
WBT
46
0
0
91
1881
108
207
26
69
429
2161
184
1
2
37
98
193
30
73
2
213
136
69
23
37
4
28
396
155
76
170
57
220
231
97
259
167
263
1505
150
47
183
32
641
37
47
139
21
0
1031
283
1
200
30
329
21
390
163
210
157
45
164
28
257
117
221
147
446
466
69
108
1098
1000
21
51
128
66
WBL
WBR
0
68
0
196
243
133
206
20
68
381
114
71
15
11
56
90
379
25
45
4
400
110
52
11
87
66
33
610
183
262
173
551
51
145
101
181
280
106
101
138
59
293
57
177
33
117
137
56
0
21
114
0
80
67
270
184
361
85
256
230
69
28
222
200
84
262
328
0
0
56
269
51
120
218
2056
64
152
WBT
SBL
0
10
1770
1414
233
1948
1852
1878
1699
1179
101
1910
1983
1921
1464
1552
1474
1915
1826
1709
1231
1668
2110
1890
1856
1694
1886
1754
1674
1893
1970
1447
1140
1314
1445
1021
1214
1029
0
1031
1289
1144
1407
802
1022
997
979
1225
935
0
905
1095
1050
1116
856
1107
820
1087
916
1075
1184
777
732
842
1008
1057
1422
1289
1452
926
741
77
96
22
136
1870
1206
WBR
SBR
0
455
82
386
182
20
37
58
91
397
165
7
26
50
11
158
149
24
8
258
229
321
4
16
7
239
288
0
232
272
141
56
110
119
47
120
103
298
62
58
57
234
176
90
49
120
93
0
140
100
29
48
25
97
106
0
271
47
81
62
211
130
20
66
217
19
133
424
254
173
75
88
175
719
222
23
0
NBL
‐‐
0
41
0
212
0
168
245
123
205
478
0
119
0
12
94
78
247
16
128
7
280
62
87
25
75
15
28
355
237
90
120
210
388
211
30
202
116
248
0
180
14
127
23
502
21
77
140
0
424
0
95
1
6
35
229
119
177
122
174
104
65
214
49
96
32
104
51
0
247
192
224
0
0
4
0
23
14
NBT
‐‐
686
952
0
540
0
31
33
28
63
1368
0
1
0
2
107
62
447
0
2
6
812
23
0
1
0
8
21
0
466
174
102
868
118
129
10
262
115
515
0
320
44
533
36
531
16
38
84
0
7
0
36
0
4
111
350
0
1420
85
224
44
128
343
20
17
4
8
35
0
0
994
1211
0
0
343
0
0
0
NBR
‐‐
128
0
254
258
0
295
333
36
160
298
0
48
0
14
75
93
671
11
69
15
175
108
83
1
111
6
54
278
51
133
52
565
158
137
50
152
152
56
0
195
45
246
57
84
3
78
69
0
318
0
96
1
3
137
152
83
344
44
78
65
35
325
289
298
65
349
104
0
274
154
322
0
0
111
0
72
120
SBL
‐‐
184
0
253
297
0
11
30
89
82
461
0
62
14
35
35
141
187
27
11
36
416
278
7
9
0
406
211
0
327
303
166
507
199
161
84
329
127
579
0
334
187
249
150
161
44
88
136
522
0
0
84
52
32
111
249
0
195
55
282
64
303
513
23
81
201
24
79
152
0
373
131
0
0
18
0
4
0
SBT
‐‐
663
666
0
348
0
7
26
36
40
1034
0
19
0
1
108
79
324
0
1
0
797
29
6
2
0
2
12
0
859
132
237
1198
91
275
23
745
316
1905
0
281
65
934
28
1288
23
45
113
5
0
0
34
0
39
88
895
0
2779
145
1366
91
345
1097
46
18
25
5
80
0
0
890
596
0
0
24
0
2
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
1080
312
709
0
+ 1
0
0
0
0
0
0
0
176
1407
0
734
227
0
0
0
+ 1
0
0
0
0
97
124 2088
0 1867
+ 1
+ 1
0
0
0
0
0
0
222
1377 2019
635 1848
+ 1
0
+ 1
0
0
0
0
0
0
523 1943
0 2063
+ 1
0
0
0
0
0
0
0
26
81 2125
248 2142
+ 1
0
0
+ 1
0
0
0
0
13
99 2270
439 2110
+ 1
+ 1
+ 1
+ 1
0
0
0
0
128
141 2364
82 2129
0
+ 1
+ 1
+ 1
0
0
0
0
60
236 2456
177 1964
0
0
0
+ 1
0
0
0
0
249
2386 2192 1844 1906
+ 1
0
+ 2
+ 1
0
0
0
0
0
0
0
0
0
0
327 2102 2275
101
+ 1
0
+ 2
7
22 2384
274 2036
+ 1
0
+ 2
+ 2
0
0
0
0
27
58 2325
16 2010
0
0
0
+ 2
0
0
0
0
69
91 2333
14 2002
0
0
0
+ 2
0
0
0
0
370
366 2173
201 1928
+ 3
0
+ 1
+ 2
0
0
0
0
13
231 2195
267 1643
0
0
+ 2
+ 2
0
0
0
0
150
743 2743
896 1871
+ 2
+ 1
+ 1
+ 1
0
0
0
0
14
49 2555
55 1945
+ 5
0
+ 2
+ 1
0
0
0
0
13
27 2516
119 1967
0
0
‐ 2
+ 1
0
0
0
0
126
579 2149
6 1842
+ 4
0
0
+ 1
0
0
0
0
339
1680 2208 1410 1850
+ 1
0
0
+ 2
0
0
0
0
148
512 2195
275 1878
0
+ 1
0
+ 2
0
0
0
0
20
15 2320
127 2217
0
+ 1
+ 1
+ 2
0
0
0
0
253
224 2058
36 2168
+ 3
0
+ 1
+ 2
0
0
0
0
0
8 2159
124 1931
0
0
+ 3
+ 1
0
0
0
0
233
478 2455
72 1942
0
0
0
+ 1
0
0
0
0
94
446 2317
73 2008
+ 1
0
0
+ 1
0
0
0
0
0
10 2247 1006 2109
0
0
0
+ 1
0
0
0
0
577
1162 2088 1197 2488
+ 1
0
+ 2
+ 1
0
0
0
0
125
661 2217
470 2108
0
0
0
+ 1
0
0
0
0
94
367 2213
580 2184
+ 1
0
+ 2
+ 1
0
0
0
0
762
1454 2699 1806 2419
0
0
0
+ 1
0
0
0
0
126
347 2338
362 1654
0
0
0
+ 1
0
0
0
0
256
532 2274
651 1781
0
+ 1
0
+ 1
0
0
0
0
30
127 2209
221 1505
0
+ 1
+ 2
+ 1
0
0
0
0
244
642 2191 1185 1467
+ 1
+ 1
+ 1
+ 1
0
0
0
0
117
291 2349
763 1447
0
+ 1
0
+ 1
0
0
0
0
385
1116 2290 2274 1662
+ 1
+ 1
+ 1
+ 1
0
0
0
0
0
102 2290 1606
0
0
+ 1
+ 1
0
0
0
0
0
138
574 2428
569 1349
+ 1
+ 1
0
+ 2
0
0
0
0
168
256 2305
171 1471
+ 1
+ 1
0
+ 1
0
0
0
0
213
1063 2348 1410 1484
+ 1
+ 1
+ 1
+ 1
0
0
0
0
106
349 2148
117 1536
+ 2
+ 1
0
+ 1
0
0
0
0
232
801 1429 2106 1536
0
0
0
+ 1
0
‐ 1
0
0
60
152 1546
93 1103
+ 2
0
0
‐ 1
‐ 1
‐ 1
‐ 3
‐ 2
68
247 1593
209 1142
0
0
0
0
+ 1
‐ 1
0
‐ 2
97
348 1404
389 1216
0
‐ 1
+ 1
0
0
‐ 2
+ 2
‐ 2
‐ 2
96
0 1901
82 1321
0
0
‐ 9
‐ 1
0
‐ 1
‐ 7
0
356 2136
0 1359
‐ 1
+ 1
0
0
‐ 2
‐ 1
0
‐ 2
0
21 2243
0 1131
‐ 9
+ 1
0
‐ 1
‐ 9
‐ 1
0
‐ 2
57
286 1938
431 1057
+ 3
+ 1
+ 1
‐ 1
+ 3
‐ 1
+ 1
‐ 2
0
0
0
‐ 1
0
‐ 2
47
107 1933
1 1143
+ 1
+ 1
33
73 1686
319 1089
0
+ 1
0
0
0
‐ 2
0
‐ 2
74
209 1786
185 1225
+ 1
+ 1
0
0
‐ 1
‐ 1
0
‐ 2
205
662 1694 1494 1290
+ 1
0
+ 1
0
0
‐ 2
0
‐ 2
0
0 1598
205 1226
0
0
+ 2
0
0
‐ 2
0
‐ 2
+ 1
+ 1
0
0
‐ 1
0
‐ 2
327
1960 1549 3530 1324
+ 1
55
319 1369
393 1264
0
+ 1
0
+ 2
0
‐ 1
0
0
223
475 1341 1832 1313
0
+ 1
+ 1
+ 1
0
0
0
0
35
164 1151
478 1214
+ 1
+ 1
+ 3
+ 1
0
0
0
‐ 1
60
404 1458
459 1309
+ 1
+ 1
0
+ 2
0
0
0
‐ 1
468
816 1775 1289 1459
+ 3
+ 1
0
+ 2
0
0
0
0
49
164 2058
296
830
+ 3
+ 2
+ 1
+ 2
0
0
0
0
55
262 1995
475
993
+ 1
+ 2
0
+ 2
0
0
0
0
98
479 1899
226 1138
+ 1
+ 2
0
+ 2
0
0
0
0
4
58 2304
488 1165
0
+ 1
0
+ 2
0
0
0
0
16
237 2142
555 1489
+ 3
+ 1
+ 6
+ 1
0
0
0
0
369
424 1855
446 1658
0
0
+ 2
+ 2
0
0
0
0
0
254 1656
466 1699
0
0
0
+ 1
0
0
0
0
570
1562 1578 1015 1688
+ 5
0
+ 2
+ 2
0
0
0
0
94
1695 1593
973 1059
+ 4
0
+ 2
+ 1
0
0
0
0
0
168 1337
0 1186
+ 1
0
0
+ 1
0
0
0
0
0
364 1312
0 1175
+ 1
0
0
+ 1
0
0
0
0
5
1990
579
263
31
+ 1
0
+ 1
0
0
0
0
0
0
2357
30 2107
136
0
0
+ 2
+ 1
0
0
0
0
28
35 2225
194 1921
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
128 1383
218 1220
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 4A AM Roadway Intersection
Segment Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave. & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
251
0
88
165
82
21
14
40
30
423
102
14
13
29
320
10
83
13
10
118
375
79
17
142
0
201
82
0
418
110
97
969
140
149
30
187
58
440
130
99
176
54
87
69
39
55
0
366
0
69
30
15
0
198
0
245
256
236
57
26
342
74
62
41
16
8
0
0
442
246
86
143
392
1167
0
41
EBT
EBT
0
0
1082
999
1331
1550
1434
1533
1303
893
1214
1062
1163
1168
781
770
794
1272
1171
1244
767
1254
1378
1380
1280
1251
1329
1345
1399
1611
1833
1164
988
912
940
742
959
699
666
713
622
699
367
819
974
852
829
615
802
634
750
744
737
648
839
712
869
651
769
856
573
654
705
721
786
896
969
1098
784
555
641
568
187
130
1319
897
EBR
WBT
58
0
0
122
1711
129
276
35
194
185
2261
115
0
2
109
85
191
34
115
8
184
46
104
33
32
3
5
294
147
46
96
38
283
94
71
73
91
95
103
14
76
5
350
15
29
41
254
0
959
167
0
21
7
123
31
16
61
85
76
65
195
20
94
16
45
71
212
168
156
89
1301
1281
10
259
111
34
WBL
WBR
0
69
0
352
157
219
274
23
93
267
90
21
0
10
62
85
632
23
83
12
264
57
81
10
100
31
19
372
82
110
82
381
63
81
53
90
63
19
55
20
160
19
386
44
99
105
176
0
5
94
0
14
127
148
96
291
30
106
48
47
32
152
278
71
127
124
0
0
145
220
137
78
108
2314
109
96
WBT
SBL
0
9
1560
1259
341
1805
1826
2103
2113
1026
63
2347
2393
2275
1899
1883
1872
2480
2241
1773
1352
1765
1978
1926
1823
1748
2049
1726
1690
1666
1938
1275
1165
1192
1204
829
922
608
789
851
659
821
549
972
993
829
947
875
0
779
939
785
707
578
848
657
1108
989
968
871
1203
1622
1681
1810
1866
1766
1444
1429
1168
1058
64
49
19
19
2043
1183
WBR
SBR
0
229
224
63
261
22
16
49
30
185
116
7
14
46
0
104
146
21
3
73
162
196
23
7
2
338
182
1
176
214
86
62
103
101
23
149
25
207
13
89
46
136
206
64
54
46
0
231
48
34
47
19
69
100
0
333
28
46
40
226
724
17
69
95
14
27
243
151
196
24
76
176
689
61
1
0
NBL
‐‐
0
17
0
104
0
95
212
26
49
506
0
224
0
3
75
107
189
40
149
4
226
5
50
0
49
10
12
441
269
74
174
77
393
315
83
171
188
286
118
12
103
22
275
44
48
12
0
171
0
75
0
142
18
152
118
141
187
262
174
75
118
32
13
10
157
196
0
225
126
190
0
0
8
0
43
13
NBT
‐‐
488
724
0
166
0
13
27
14
18
1531
0
11
0
0
209
92
323
5
0
0
831
1
7
2
0
0
8
0
684
139
145
1235
276
227
8
856
145
2132
235
24
838
6
1060
49
40
16
0
205
0
20
0
37
73
833
0
3100
81
1124
69
310
968
42
2
1
8
64
0
0
511
654
0
0
687
0
0
0
NBR
‐‐
43
0
281
129
0
134
213
15
73
232
0
71
0
5
30
179
368
17
162
2
50
19
90
0
175
0
17
491
57
363
257
271
70
99
128
133
249
21
108
38
164
5
53
100
106
62
0
114
0
77
0
54
129
57
71
268
44
126
143
28
49
132
19
13
9
244
0
342
45
51
0
0
48
0
156
64
SBL
‐‐
234
1
77
268
0
10
19
38
52
529
0
25
35
73
10
100
87
30
17
149
225
168
0
7
0
246
240
0
317
154
194
244
95
84
15
151
49
206
149
92
141
152
118
103
70
32
156
0
0
42
66
19
74
112
0
191
34
127
36
188
180
18
85
161
0
124
285
0
102
91
0
0
23
0
0
0
SBT
‐‐
830
998
0
521
0
9
35
31
97
909
0
25
0
2
181
160
317
2
3
6
1048
15
2
2
0
11
12
0
432
76
122
1328
33
168
3
461
155
388
187
27
747
8
754
61
33
27
52
0
0
46
0
15
137
280
0
1315
70
196
30
195
401
11
29
5
0
81
0
0
932
1032
0
0
12
0
0
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
739
277
888
0
0
0
0
0
0
0
0
0
160
953
1 1067
186
0
0
0
+ 2
0
0
0
0
40
312 1440
0 1600
0
0
0
+ 1
0
0
0
0
307
394 1396
995 1670
‐ 1
0
+ 1
+ 1
0
0
0
0
0
239 1672
0 1972
‐ 1
0
0
+ 1
0
0
0
0
27
56 1694
357 1927
0
+ 1
0
+ 1
0
0
0
0
7
57 1666
585 2045
+ 1
0
+ 3
+ 1
0
0
0
0
115
103 1586
89 2244
0
0
+ 1
+ 1
0
0
0
0
71
78 1428
384 2233
‐ 3
0
0
+ 1
0
0
0
0
449
2139 1654 1361 1981
+ 1
+ 1
+ 1
+ 1
0
0
0
0
0
+ 3
0
0
0
0
0
218 1214 2351
63
+ 2
+ 1
15
32 1158
161 2586
+ 1
+ 2
+ 1
0
0
0
0
0
58
27 1198
0 2451
0
+ 2
0
0
0
0
0
0
94
75 1246
14 2372
0
+ 2
0
0
0
0
0
0
277
529
821
352 2251
+ 5
0
+ 2
0
0
0
0
0
4
206 1049
330 1994
0
0
+ 1
0
0
0
0
0
111
552 1249 1140 2172
0
+ 1
+ 2
0
0
0
0
0
29
39 1319
59 2549
+ 2
+ 1
+ 1
+ 1
0
0
0
0
10
13 1350
201 2400
0
+ 1
0
+ 1
0
0
0
0
522
191 1395
26 2299
0
+ 1
0
+ 1
0
0
0
0
299
1368 1042 1496 1877
0
+ 1
+ 1
0
0
0
0
0
50
276 1441
118 1820
0
+ 1
0
+ 1
0
0
0
0
2
47 1468
187 2030
0
+ 1
+ 4
+ 1
0
0
0
0
173
151 1387
45 2099
0
+ 1
+ 1
+ 1
0
0
0
0
0
2 1455
132 1872
0
+ 1
+ 2
0
0
0
0
0
155
539 1497
45 1913
+ 2
+ 1
0
0
0
0
0
0
119
272 1586
36 2180
0
+ 1
0
0
0
0
0
0
‐ 1
0
0
0
0
0
1
1 1836
666 2168
0
+ 1
303
1278 1773
661 2262
+ 1
+ 1
+ 1
0
0
0
0
0
64
463 2128
232 1804
‐ 1
+ 1
0
0
0
0
0
0
140
328 2284
300 2252
0
+ 1
0
0
0
0
0
0
663
2266 1679 1747 2015
+ 1
+ 1
+ 1
0
0
0
0
0
137
519 1153
379 1695
+ 2
+ 1
‐ 1
‐ 1
0
0
‐ 1
‐ 2
326
477 1095
343 1833
0
+ 1
+ 1
‐ 1
0
0
0
‐ 2
11
61 1083
127 1298
0
+ 1
+ 2
‐ 1
0
0
0
‐ 2
168
1192 1026
624 1168
+ 1
+ 1
+ 1
‐ 1
0
0
0
‐ 2
96
228 1257
309 1206
‐ 2
+ 1
0
‐ 1
‐ 1
0
0
‐ 2
130
2779
926
502 1024
+ 1
+ 1
+ 2
‐ 2
0
0
0
‐ 3
80
378
923
345
987
+ 1
+ 1
+ 1
‐ 2
0
0
0
‐ 3
104
212
843
61
967
+ 1
+ 1
0
‐ 2
0
0
0
‐ 3
102
1060
927
983
864
+ 1
+ 2
+ 1
‐ 2
0
0
0
‐ 3
0
0
0
‐ 3
118
196
856
32
961
+ 1
+ 2
0
‐ 2
9
1353
538 1490
833
0
+ 1
+ 1
‐ 2
0
‐ 1
0
‐ 3
136
182 1022
120 1152
+ 2
+ 1
0
‐ 1
0
‐ 1
0
‐ 3
50
133 1150
161 1091
0
+ 1
0
‐ 1
0
‐ 1
0
‐ 3
23
117
946
173
864
0
+ 1
+ 1
‐ 2
0
‐ 1
0
‐ 3
165
0
985
482 1112
0
0
+ 1
‐ 1
0
‐ 1
0
‐ 2
0
802
729
0 1046
‐ 1
‐ 1
0
‐ 1
‐ 1
‐ 2
0
‐ 3
0
5
802
0 1007
‐ 9
0
0
‐ 2
‐ 9
‐ 2
0
‐ 3
113
123
753
307
967
+ 2
‐ 1
+ 1
‐ 2
+ 2
‐ 2
0
‐ 3
40
77
816
0
979
+ 1
0
0
‐ 1
0
‐ 2
0
‐ 3
50
71
817
50
977
0
0
‐ 6
‐ 1
0
‐ 2
0
‐ 3
47
142
940
271
772
0
‐ 1
+ 5
‐ 2
‐ 1
‐ 2
0
‐ 3
33
1131
817
551
763
+ 1
‐ 1
+ 1
‐ 2
0
‐ 2
0
‐ 3
+ 4
‐ 1
0
‐ 2
0
‐ 3
0
0
910
127
966
0
‐ 1
146
3678 1171 1622
944
+ 1
+ 1
+ 2
‐ 1
0
0
0
‐ 3
68
365
947
161 1363
0
+ 1
0
+ 1
0
0
0
‐ 1
85
1406
904
387 1336
+ 2
+ 1
0
+ 1
0
0
0
‐ 1
38
166
948
154 1180
+ 1
+ 1
+ 2
+ 1
0
0
0
‐ 1
39
562 1072
307
985
+ 1
+ 2
0
+ 1
0
0
0
‐ 1
137
2034
802
628 1458
+ 1
+ 2
+ 2
+ 1
0
0
0
0
76
133
804
183 1730
+ 1
+ 2
+ 2
+ 2
0
0
0
0
119
133
809
401 1813
0
+ 2
0
+ 2
0
0
0
0
172
137
895
92 1992
0
+ 2
0
+ 2
0
0
0
0
0
38
795
172 2023
0
+ 2
‐ 2
+ 2
0
0
0
0
56
99 1264
276 2018
+ 2
+ 2
+ 4
+ 1
0
0
0
0
425
243 1254
212 1869
0
+ 2
+ 1
+ 1
0
0
0
0
0
151 1440
168 1654
‐ 2
+ 2
‐ 1
0
0
0
0
0
395
1149
931 1233 1689
+ 2
0
+ 6
0
0
0
0
0
239
924
697 1341 1487
+ 2
0
+ 4
0
0
0
0
0
0
223
705
0 1377
0
0
0
0
0
0
0
0
0
221
617
0 1457
+ 1
0
0
0
0
0
0
0
2
1768
258
130
29
0
0
+ 1
0
0
0
0
0
0
1228
130 2573
19
+ 2
+ 1
0
0
0
0
0
0
0
1 1475
220 2086
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
41
961
130 1196
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 4A PM Roadway Intersection
Segment Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Ortega Ave & El Camino Real Distel Dr & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Clark Ave. & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
395
0
42
451
279
31
29
55
82
620
161
15
32
38
249
11
146
25
17
307
637
163
11
208
1
232
137
10
457
216
129
585
84
243
63
221
52
190
189
137
234
120
129
89
45
113
0
256
0
221
60
43
1
208
0
280
185
166
57
64
340
124
179
258
31
69
0
0
393
408
117
244
929
2128
12
128
EBT
EBT
0
0
1577
1464
1708
1815
1905
2237
2212
1430
2093
2267
2304
2277
2054
1950
1873
2504
2425
2093
1609
1800
2223
2044
2043
2030
2039
1956
1705
1770
1977
1508
1190
1172
1293
998
1241
914
1125
1242
1057
1130
741
1102
1053
1064
1355
1836
2225
1744
1858
1629
1516
1292
1512
990
1235
953
1000
1100
927
1744
1613
1630
1927
1953
1702
1385
1052
1141
1260
1216
449
30
2135
1226
EBR
WBT
46
0
0
92
1879
108
206
26
69
431
2156
184
1
2
38
98
192
30
73
2
214
134
69
23
36
4
28
396
153
76
173
59
182
196
90
212
183
207
124
38
158
27
306
76
45
44
3
0
1046
276
1
199
31
324
22
393
162
205
158
44
159
28
257
116
221
145
437
471
70
108
1097
1001
21
51
128
66
WBL
WBR
0
68
0
197
243
133
206
20
69
381
114
71
15
11
57
90
379
25
46
4
402
113
52
11
87
66
33
611
181
261
175
543
49
145
103
171
309
117
146
59
295
59
140
67
126
85
27
0
21
111
0
83
69
265
186
357
85
262
236
69
28
222
200
84
263
323
0
0
56
267
51
119
218
2054
64
153
WBT
SBL
0
10
1770
1415
232
1945
1849
1875
1697
1179
103
1909
1983
1920
1460
1549
1473
1914
1826
1709
1232
1670
2113
1895
1863
1694
1885
1751
1676
1888
1965
1417
885
1141
1271
866
1056
932
810
1197
1047
1272
737
933
894
939
1253
939
0
914
1100
1058
1128
863
1107
816
1084
915
1076
1189
780
733
843
1009
1058
1425
1296
1456
929
742
78
96
22
136
1869
1203
WBR
SBR
0
456
82
385
183
21
37
58
90
395
167
7
26
50
10
158
149
25
8
258
229
322
4
17
7
240
290
0
228
273
146
59
93
119
49
118
73
268
56
63
218
185
109
50
72
123
0
153
100
29
49
26
96
108
0
276
47
84
62
212
130
20
66
217
19
133
417
253
173
75
89
175
720
221
23
0
NBL
‐‐
0
40
0
212
0
167
246
122
205
478
0
118
0
12
94
78
246
17
127
6
279
61
88
25
73
15
28
359
233
89
121
209
432
223
38
195
141
240
305
27
153
74
426
21
99
95
0
420
0
96
1
6
35
226
119
175
122
171
104
65
213
49
97
32
103
50
0
241
190
225
0
0
4
0
23
14
NBT
‐‐
680
946
0
539
0
32
33
28
63
1360
0
1
0
2
106
62
447
0
2
6
805
23
0
1
0
8
21
0
451
173
107
929
106
153
15
292
114
493
346
53
587
44
585
17
33
77
0
7
0
36
0
4
111
344
0
1436
85
226
44
127
344
20
17
4
8
35
0
0
984
1205
0
0
343
0
0
0
NBR
‐‐
131
0
259
257
0
295
333
36
160
297
0
48
0
14
74
93
670
12
68
15
174
110
85
1
107
6
54
280
50
131
52
508
123
115
54
123
127
50
169
37
204
49
84
2
96
87
0
282
0
95
1
3
139
148
82
330
43
78
65
35
325
288
298
65
345
101
0
272
152
321
0
0
111
0
72
119
SBL
‐‐
188
0
252
297
0
11
30
89
82
455
0
62
14
35
35
136
187
27
11
36
412
281
7
9
0
407
212
0
324
304
161
463
173
170
74
266
58
461
299
187
185
167
214
35
97
173
610
0
0
83
51
32
109
253
0
192
54
286
63
304
517
24
81
201
24
79
162
0
373
131
0
0
18
0
4
0
SBT
‐‐
660
665
0
349
0
7
26
36
40
1027
0
19
0
1
110
77
324
0
1
0
797
29
6
2
0
2
12
0
845
132
236
1221
105
312
29
804
274
2055
302
74
1001
32
1257
44
62
65
1
0
0
33
0
39
90
900
0
2802
146
1389
92
347
1089
47
18
25
5
79
0
0
893
594
0
0
24
0
2
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
1075
319
706
0
+ 1
0
0
0
0
0
0
0
175
1402
0
733
225
0
0
0
+ 1
0
0
0
0
97
124 2088
0 1867
+ 1
+ 1
0
0
0
0
0
0
222
1375 2018
638 1849
+ 1
0
+ 1
0
0
0
0
0
0
522 1940
0 2062
+ 1
0
0
0
0
0
0
0
26
84 2121
248 2138
+ 1
0
0
+ 1
0
0
0
0
13
99 2268
438 2108
+ 1
+ 1
+ 1
+ 1
0
0
0
0
128
141 2362
82 2125
0
+ 1
+ 1
+ 1
0
0
0
0
60
235 2454
178 1962
0
0
0
+ 1
0
0
0
0
247
2375 2182 1839 1904
+ 1
0
+ 2
+ 1
0
0
0
0
0
0
0
0
0
0
328 2093 2270
103
+ 1
0
+ 2
7
23 2377
274 2034
+ 1
0
+ 2
+ 2
0
0
0
0
27
58 2318
16 2010
0
0
0
+ 2
0
0
0
0
69
90 2326
14 2001
0
0
0
+ 2
0
0
0
0
373
365 2163
205 1927
+ 3
0
+ 1
+ 2
0
0
0
0
13
231 2179
265 1640
0
0
+ 2
+ 1
0
0
0
0
149
742 2730
895 1868
+ 2
0
+ 1
+ 1
0
0
0
0
14
50 2543
55 1945
+ 6
0
+ 2
+ 1
0
0
0
0
13
27 2504
120 1966
0
0
‐ 2
+ 1
0
0
0
0
125
571 2144
6 1840
+ 3
0
0
+ 1
0
0
0
0
338
1671 2195 1413 1849
+ 1
0
0
+ 2
0
0
0
0
145
508 2191
276 1876
0
+ 1
0
+ 2
0
0
0
0
20
15 2315
127 2221
0
+ 1
+ 1
+ 2
0
0
0
0
253
226 2054
36 2173
+ 3
0
+ 1
+ 2
0
0
0
0
0
8 2150
123 1936
0
0
+ 3
+ 1
0
0
0
0
236
480 2443
72 1945
0
0
0
+ 1
0
0
0
0
94
448 2305
73 2007
+ 1
0
0
+ 1
0
0
0
0
0
10 2236 1007 2110
0
0
0
+ 1
0
0
0
0
575
1136 2079 1179 2484
+ 1
0
+ 2
+ 1
0
0
0
0
125
662 2205
469 2102
0
0
0
+ 1
0
0
0
0
93
382 2190
584 2179
+ 1
0
+ 2
+ 1
0
0
0
0
771
1573 2479 1823 2397
+ 1
0
0
+ 1
0
0
0
0
125
283 1486
336 1442
0
‐ 1
‐ 1
0
‐ 1
‐ 2
0
‐ 1
247
515 1457
653 1611
0
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
33
127 1421
222 1342
0
‐ 1
+ 2
+ 1
0
‐ 2
0
‐ 1
237
631 1387 1187 1298
+ 1
‐ 1
+ 1
+ 1
0
‐ 2
0
‐ 1
80
239 1426
766 1277
0
‐ 1
0
+ 1
‐ 1
‐ 2
0
‐ 1
337
951 1425 2379 1509
+ 1
‐ 1
+ 1
0
‐ 1
‐ 2
0
‐ 1
128
591 1593
572 1243
+ 1
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
175
253 1466
171 1399
+ 1
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
207
1039 1446 1454 1407
+ 1
‐ 1
+ 1
+ 1
0
‐ 2
0
‐ 1
109
349 1346
118 1455
+ 2
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
253
823 1039 1703 1416
0
‐ 2
‐ 1
+ 1
0
‐ 3
‐ 1
‐ 1
56
156 1139
187 1010
+ 2
‐ 2
+ 3
‐ 1
0
‐ 3
0
‐ 2
78
150 1246
233 1071
‐ 2
‐ 1
+ 1
‐ 1
‐ 1
‐ 2
0
‐ 2
83
313 1324
194 1117
0
‐ 1
‐ 2
‐ 1
0
‐ 2
‐ 1
‐ 2
42
0 1965
31 1295
0
0
‐ 13
‐ 1
0
‐ 1
‐ 11
‐ 2
0
416 2118
0 1359
0
+ 1
0
0
‐ 2
‐ 1
0
‐ 2
0
21 2225
0 1146
‐ 9
+ 1
0
‐ 1
‐ 9
‐ 1
0
‐ 2
58
286 1922
420 1068
+ 3
+ 1
0
‐ 1
+ 3
‐ 1
+ 1
‐ 2
46
109 1910
1 1147
+ 1
+ 1
0
0
0
‐ 1
0
‐ 2
32
73 1664
321 1096
0
+ 1
0
0
0
‐ 2
0
‐ 2
73
208 1764
190 1236
+ 1
+ 1
+ 1
0
‐ 1
‐ 2
0
‐ 2
212
660 1693 1489 1301
+ 1
0
+ 1
0
0
‐ 2
0
‐ 2
0
0 1594
208 1226
0
0
+ 2
0
0
‐ 2
0
‐ 2
332
1992 1512 3552 1323
+ 2
+ 1
+ 1
0
0
‐ 1
0
‐ 2
55
317 1332
393 1261
0
+ 1
0
+ 2
0
‐ 1
0
0
222
476 1317 1856 1308
0
+ 1
+ 1
+ 1
0
0
0
0
35
163 1128
486 1215
+ 1
+ 1
+ 3
+ 1
0
‐ 1
0
‐ 1
60
403 1439
460 1314
+ 1
+ 1
0
+ 2
0
0
0
‐ 1
472
814 1769 1276 1465
+ 3
+ 1
0
+ 2
0
0
0
0
50
164 2056
297
832
+ 3
+ 2
+ 1
+ 2
0
0
0
0
55
262 1992
475
995
+ 1
+ 2
0
+ 2
0
0
0
0
98
479 1896
225 1139
+ 1
+ 2
0
+ 2
0
0
0
0
4
58 2296
489 1165
0
+ 1
0
+ 2
0
0
0
0
16
237 2133
547 1491
+ 3
+ 1
+ 6
+ 1
0
0
0
0
359
417 1864
437 1655
0
0
+ 2
+ 2
0
0
0
0
0
253 1657
471 1697
0
0
0
+ 1
0
0
0
0
571
1550 1577 1019 1690
+ 5
0
+ 2
+ 2
0
0
0
0
94
1688 1593
969 1061
+ 4
0
+ 2
+ 1
0
0
0
0
0
168 1338
0 1186
+ 1
0
0
+ 1
0
0
0
0
0
363 1312
0 1176
+ 1
0
0
+ 1
0
0
0
0
5
1992
578
263
31
+ 1
0
+ 1
0
0
0
0
0
0
2349
30 2105
136
0
0
+ 2
+ 1
0
0
0
0
28
35 2211
194 1920
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
128 1345
219 1217
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 4B AM Roadway Intersection
Segment Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Distel Cir. & El Camino Real Clark Ave. & El Camino Real El Camino Real & Bonita Ave. McCormick Dr. & El Camino Real EBL
EBL
257
0
88
177
82
21
13
39
30
416
98
13
13
29
323
10
87
12
10
116
373
190
18
189
83
0
400
104
92
770
116
143
29
182
60
431
131
98
174
55
85
69
39
55
0
362
0
68
29
15
0
198
0
246
256
235
57
26
339
73
62
41
16
8
0
0
435
246
86
143
395
1110
14
0
33
41
EBT
EBT
0
0
1071
968
1289
1490
1377
1482
1253
853
1158
1005
1104
1109
719
704
713
1160
1055
1137
647
987
1236
1075
1067
1050
1085
1276
1438
928
929
876
901
709
921
674
653
698
611
686
360
812
967
847
826
615
799
631
748
742
736
648
839
711
870
653
772
859
578
654
705
721
787
898
969
1104
787
560
647
573
187
128
1050
1065
1621
899
EBR
WBT
59
0
0
119
1690
127
272
35
193
182
2257
114
0
2
107
85
187
32
111
8
170
56
94
3
5
297
141
47
97
33
274
92
70
72
85
89
102
13
74
5
347
15
29
39
253
0
959
167
0
21
7
123
30
15
61
86
75
65
194
19
94
15
44
68
213
161
156
88
1302
1281
10
262
51
112
46
34
WBL
WBR
0
70
0
350
157
217
278
23
93
271
88
22
0
10
60
88
608
22
83
12
199
26
66
37
16
267
66
94
68
336
94
80
52
89
67
18
57
20
159
19
389
44
99
106
176
0
5
94
0
14
127
147
94
291
30
106
47
47
33
151
278
71
123
118
0
0
145
219
137
78
108
2310
125
98
29
96
WBT
SBL
0
9
1551
1243
330
1776
1796
2081
2095
1022
61
2342
2387
2268
1881
1855
1831
2414
2159
1724
1157
1274
1379
939
1305
950
882
817
1067
620
1125
1183
1182
809
915
598
783
848
659
815
547
970
992
825
947
878
0
779
939
785
707
577
845
658
1120
993
970
871
1204
1627
1685
1814
1870
1765
1444
1430
1170
1057
62
49
19
19
964
1300
1298
1194
WBR
SBR
0
233
225
69
257
22
16
49
30
188
116
6
14
47
0
101
151
21
3
74
132
130
20
373
157
1
142
163
67
50
112
98
23
147
30
206
14
90
46
139
205
65
54
48
0
229
48
34
46
19
70
99
0
343
28
45
40
225
744
17
69
95
14
27
243
152
194
24
74
178
688
61
0
1
0
0
NBL
‐‐
0
17
0
99
0
95
214
25
49
501
0
226
0
3
75
110
191
40
156
4
249
9
51
10
11
432
234
59
153
52
367
318
84
170
172
285
114
12
103
22
276
43
48
12
0
167
0
75
0
142
18
153
118
137
188
264
175
75
113
32
12
10
158
194
0
223
127
190
0
0
8
0
36
38
0
13
NBT
‐‐
491
733
0
172
0
13
28
14
19
1547
0
11
0
0
210
93
344
5
0
0
866
2
9
0
9
0
778
163
162
1250
287
224
8
855
156
2136
240
25
845
6
1063
50
41
16
0
197
0
21
0
37
73
834
0
3096
81
1120
69
311
951
42
2
1
8
64
0
0
509
657
0
0
686
0
0
0
0
0
NBR
‐‐
42
0
270
121
0
131
216
14
73
229
0
70
0
5
27
177
337
16
163
2
44
14
98
0
16
477
54
351
244
275
83
97
128
131
249
21
107
37
164
5
53
99
107
61
0
111
0
77
0
54
129
57
71
266
44
127
143
28
49
133
19
13
9
241
0
335
46
52
0
0
48
0
36
153
23
64
SBL
‐‐
225
1
77
272
0
10
18
37
50
516
0
24
34
72
10
88
89
30
16
139
229
261
0
147
224
0
312
129
145
246
100
82
15
147
51
215
148
92
139
150
116
104
69
34
157
0
0
42
66
19
74
112
0
194
34
128
36
189
184
18
85
161
0
125
285
0
102
92
0
0
23
0
0
0
0
0
SBT
‐‐
826
986
0
532
0
9
35
32
98
911
0
25
0
2
182
156
348
3
4
6
1151
37
2
9
13
0
507
83
117
1444
36
167
3
460
156
389
189
28
735
8
752
61
33
27
52
0
0
46
0
15
137
280
0
1309
70
196
30
195
405
11
29
5
0
79
0
0
927
1029
0
0
12
0
0
0
0
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
748
267
885
0
0
0
0
0
0
0
0
0
163
966
1 1056
189
0
0
0
+ 2
0
0
0
0
40
313 1418
0 1591
0
0
0
+ 1
0
0
0
0
311
418 1361 1001 1653
0
0
+ 1
+ 1
0
0
0
0
0
239 1619
0 1947
‐ 1
0
0
+ 1
0
0
0
0
0
0
0
0
0
0
0
0
26
56 1631
353 1897
7
57 1611
585 2017
+ 1
0
+ 3
0
0
0
0
0
115
102 1533
90 2221
0
0
+ 1
+ 1
0
0
0
0
70
79 1376
384 2214
‐ 3
0
0
+ 1
0
0
0
0
440
2151 1598 1364 1963
+ 1
+ 1
+ 1
+ 1
0
0
0
0
0
214 1158 2345
61
+ 2
+ 1
0
+ 3
0
0
0
0
15
30 1099
161 2583
+ 1
+ 1
+ 1
0
‐ 1
0
0
0
59
27 1138
0 2446
0
+ 1
0
0
0
0
0
0
95
76 1186
14 2366
0
+ 1
0
0
0
0
0
0
286
533
756
349 2242
+ 5
0
+ 2
0
0
0
0
0
4
204
969
329 1969
0
0
+ 1
0
0
0
0
0
125
582 1139 1143 2147
0
0
+ 2
0
0
0
0
0
31
38 1206
57 2485
+ 2
0
+ 1
+ 1
0
0
0
0
11
13 1234
198 2326
0
0
0
+ 1
0
0
0
0
498
190 1278
26 2226
0
0
0
+ 1
0
0
0
0
376
1371
920 1520 1782
0
0
+ 1
0
0
‐ 1
0
0
198
322 1262
119 1481
+ 1
+ 1
0
0
+ 1
‐ 1
0
‐ 1
2
47 1334
162 1432
0
+ 1
+ 3
‐ 1
0
0
‐ 1
‐ 2
47
562 1222
49
996
+ 2
0
0
‐ 3
0
‐ 1
0
‐ 3
106
249 1307
34 1422
0
0
0
‐ 1
0
‐ 1
0
‐ 2
1
1 1527
564 1383
0
0
‐ 1
‐ 2
0
‐ 1
‐ 1
‐ 2
268
1320 1451
714 1384
+ 1
0
+ 2
‐ 2
0
‐ 1
0
‐ 2
44
430 1756
224
920
‐ 1
0
0
‐ 2
0
‐ 1
0
‐ 3
94
321 1827
282 1314
0
0
‐ 1
‐ 2
0
‐ 1
0
‐ 2
442
2070 1449 1813 1114
0
0
+ 1
‐ 2
0
‐ 1
0
‐ 3
111
515 1112
404 1603
+ 2
+ 1
‐ 1
‐ 2
0
0
‐ 1
‐ 2
324
465 1055
339 1825
0
+ 1
+ 1
‐ 1
0
0
0
‐ 2
11
60 1044
125 1277
0
+ 1
+ 2
‐ 1
0
0
0
‐ 2
165
1184
987
621 1144
+ 1
+ 1
+ 1
‐ 1
0
0
0
‐ 2
91
246 1221
308 1178
‐ 2
+ 1
0
‐ 1
‐ 1
0
0
‐ 2
138
2773
910
496 1021
+ 1
+ 1
+ 2
‐ 2
0
0
0
‐ 3
77
385
908
348
974
+ 1
+ 1
+ 1
‐ 2
0
0
0
‐ 3
104
213
827
61
964
+ 1
+ 1
0
‐ 2
0
0
0
‐ 3
101
1065
914
968
863
+ 1
+ 1
+ 1
‐ 2
0
0
0
‐ 3
117
200
841
32
954
+ 2
+ 2
0
‐ 2
0
0
0
‐ 3
9
1353
529 1488
832
0
+ 1
+ 1
‐ 2
0
‐ 1
0
‐ 3
136
184 1015
120 1149
+ 2
+ 1
0
‐ 1
0
‐ 1
0
‐ 3
49
134 1143
161 1089
0
+ 1
0
‐ 1
0
‐ 1
0
‐ 3
23
119
942
172
860
0
0
+ 1
‐ 2
0
‐ 1
0
‐ 3
0
‐ 2
165
0
983
481 1112
0
0
+ 1
‐ 1
0
‐ 1
0
788
726
0 1045
‐ 1
‐ 1
0
‐ 1
‐ 1
‐ 2
0
‐ 3
0
5
799
0 1007
‐ 9
0
0
‐ 2
‐ 9
‐ 2
0
‐ 3
113
123
750
307
967
+ 2
‐ 1
+ 1
‐ 2
+ 2
‐ 2
0
‐ 3
40
75
814
0
979
+ 1
0
0
‐ 1
0
‐ 2
0
‐ 3
50
71
815
50
977
0
0
‐ 6
‐ 1
0
‐ 2
0
‐ 3
47
143
939
271
772
0
‐ 1
+ 5
‐ 2
‐ 1
‐ 2
0
‐ 3
34
1131
817
550
764
+ 1
‐ 1
+ 1
‐ 2
0
‐ 2
0
‐ 3
0
0
910
124
963
0
‐ 1
+ 4
‐ 1
0
‐ 2
0
‐ 3
145
3685 1171 1615
940
+ 1
+ 1
+ 2
‐ 1
0
0
0
‐ 3
68
365
948
161 1376
0
+ 1
0
+ 1
0
0
0
‐ 1
86
1400
908
388 1343
+ 2
+ 1
0
+ 1
0
0
0
‐ 1
38
166
951
152 1183
+ 1
+ 1
+ 2
+ 1
0
0
0
‐ 1
‐ 1
39
562 1076
307
985
+ 1
+ 2
0
+ 1
0
0
0
134
2034
811
632 1451
+ 1
+ 2
+ 2
+ 1
0
0
0
0
76
132
805
181 1735
+ 1
+ 2
+ 2
+ 2
0
0
0
0
119
133
809
401 1816
0
+ 2
0
+ 2
0
0
0
0
172
137
895
91 1996
0
+ 2
0
+ 2
0
0
0
0
0
0
0
0
0
38
796
167 2028
0
+ 2
‐ 2
+ 2
57
99 1264
265 2016
+ 2
+ 2
+ 4
+ 1
0
0
0
0
419
243 1254
213 1863
0
+ 2
+ 1
+ 1
0
0
0
0
0
152 1439
161 1653
‐ 2
+ 2
‐ 1
0
0
0
0
0
392
1138
935 1228 1689
+ 2
+ 1
+ 6
0
0
0
0
0
0
+ 4
0
0
0
0
0
239
927
704 1336 1486
+ 2
0
223
709
0 1376
0
0
0
0
0
0
0
0
0
221
622
0 1459
+ 1
0
0
0
0
0
0
0
2
1769
258
130
29
0
0
+ 1
0
0
0
0
0
0
1171
128 2572
19
+ 1
+ 1
0
0
0
0
0
0
0
14 1086
176 1000
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
1 1218
210 1338
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
33 1644
75 1298
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
41
963
130 1207
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 4B PM Roadway Intersection
Segment Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real Cambridge Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
El Camino Real & Curtner Ave Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real Distel Cir. & El Camino Real Clark Ave. & El Camino Real Bonita Ave. & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
388
0
42
454
277
28
29
58
82
603
163
16
33
40
256
11
155
26
18
288
723
395
11
131
133
10
404
179
117
359
91
241
62
219
51
193
187
138
233
121
125
88
44
113
0
263
0
222
59
41
1
209
0
282
184
165
57
64
340
124
178
258
31
69
0
0
393
408
116
243
926
2127
19
12
44
128
EBT
EBT
0
0
1580
1458
1699
1810
1899
2228
2199
1425
2091
2266
2301
2274
2036
1922
1805
2427
2334
2008
1389
1202
1625
1251
1282
1152
909
950
1072
859
1104
1145
1258
974
1230
911
1129
1244
1060
1129
739
1102
1055
1061
1357
1833
2212
1732
1846
1623
1512
1296
1511
982
1219
942
990
1089
918
1737
1607
1625
1923
1949
1701
1379
1053
1140
1258
1214
450
31
1014
1386
1316
1210
EBR
WBT
45
0
0
92
1806
108
209
26
70
437
2010
181
1
2
41
102
184
30
100
2
231
147
80
4
26
399
122
64
140
42
166
199
89
208
172
203
125
38
159
27
311
74
46
47
1
0
1049
275
1
196
30
319
22
397
161
202
157
44
157
28
256
116
221
145
436
469
70
108
1099
1003
21
50
15
123
67
65
WBL
WBR
0
63
0
191
237
131
205
19
67
365
111
67
15
11
54
90
309
22
55
4
347
91
58
69
31
529
157
239
153
491
51
147
102
171
302
115
146
59
294
59
147
66
129
91
9
0
22
110
0
86
68
263
185
356
85
260
234
69
28
222
200
84
262
324
0
0
56
268
51
119
219
1908
135
61
15
153
WBT
SBL
0
10
1710
1356
235
1867
1770
1793
1615
1085
106
1752
1816
1755
1287
1384
1231
1546
1455
1334
889
1190
1657
1163
1318
1157
1053
1245
1273
913
842
1124
1251
854
1043
912
795
1183
1038
1261
732
932
893
934
1270
941
0
916
1102
1058
1129
867
1107
814
1080
912
1072
1183
775
733
843
1009
1059
1425
1284
1449
929
743
77
95
22
132
1246
1298
1511
1200
WBR
SBR
0
410
82
377
181
19
37
59
88
363
165
7
26
50
10
157
136
24
7
226
211
398
4
164
281
0
220
244
141
46
109
118
49
118
74
271
56
63
216
185
108
50
69
121
0
156
100
29
49
26
97
109
0
276
47
84
62
212
130
20
66
217
19
133
424
257
173
75
88
175
722
224
0
23
0
0
NBL
‐‐
0
42
0
208
0
166
243
121
202
487
0
121
0
11
93
74
244
15
120
6
246
62
76
16
27
365
193
74
109
181
437
223
39
192
138
238
305
27
149
73
430
21
98
100
0
414
0
96
1
10
35
223
119
175
122
171
104
65
213
50
97
32
103
50
0
244
190
224
0
0
4
0
72
20
0
14
NBT
‐‐
683
936
0
541
0
30
34
30
64
1378
0
1
0
2
109
64
479
0
2
6
881
43
0
9
28
0
532
196
138
959
133
154
16
293
116
504
346
53
571
44
593
18
32
80
0
7
0
36
0
6
110
340
0
1436
86
227
45
128
345
20
17
4
8
35
0
0
983
1203
0
0
343
0
0
0
0
0
NBR
‐‐
130
0
257
255
0
298
336
36
162
308
0
50
0
14
74
92
658
11
70
15
150
88
68
7
49
228
42
100
45
516
138
114
56
122
131
50
171
37
199
49
89
2
96
91
0
275
0
95
1
5
136
146
82
325
43
78
65
35
324
289
298
65
345
101
0
278
152
319
0
0
111
0
10
62
25
119
SBL
‐‐
186
0
253
298
0
12
30
89
82
453
0
64
14
36
35
133
235
27
12
40
368
246
6
401
189
0
288
243
140
434
197
166
74
265
64
465
295
187
186
167
212
35
98
172
616
0
0
83
51
32
112
256
0
188
53
286
62
304
516
23
81
201
24
79
153
0
372
130
0
0
18
0
0
3
0
0
SBT
‐‐
651
661
0
352
0
7
27
36
41
1040
0
19
0
2
118
79
404
0
1
0
878
38
9
3
15
0
945
165
268
1364
116
314
29
806
285
2046
299
74
1007
33
1270
44
64
69
0
0
0
33
0
40
91
893
0
2803
146
1386
91
348
1087
46
18
25
5
80
0
0
890
594
0
0
24
0
0
2
0
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
1071
316
696
0
+ 1
0
0
0
0
0
0
0
180
1346
0
724
232
0
0
0
+ 1
0
0
0
0
96
124 2090
0 1806
+ 1
+ 1
0
0
0
0
0
0
222
1372 2011
635 1786
+ 1
0
+ 1
0
0
0
0
0
0
514 1934
0 1987
+ 1
0
0
0
0
0
0
0
26
77 2120
246 2059
+ 1
0
0
+ 1
0
0
0
0
13
100 2265
441 2026
+ 1
+ 1
+ 1
+ 1
0
0
0
0
127
147 2353
81 2041
0
+ 1
+ 1
+ 1
0
0
0
0
59
234 2443
178 1876
0
0
0
+ 1
0
0
0
0
241
2344 2186 1842 1813
+ 1
0
+ 2
+ 1
0
0
0
0
0
0
0
0
0
0
328 2091 2121
106
+ 1
0
+ 1
7
24 2380
267 1880
+ 1
0
+ 2
+ 2
0
0
0
0
27
59 2315
16 1843
0
0
0
+ 2
0
0
0
0
67
92 2324
15 1833
0
0
0
+ 2
0
0
0
0
373
375 2145
213 1753
+ 3
0
+ 1
+ 2
0
0
0
0
12
232 2147
271 1470
0
0
+ 2
+ 1
0
0
0
0
188
770 2698
897 1663
+ 2
0
+ 1
+ 1
0
0
0
‐ 1
14
50 2465
52 1575
+ 6
0
+ 2
0
0
0
0
‐ 1
12
27 2416
156 1587
0
0
0
0
0
0
+ 1
‐ 1
122
520 2063
6 1462
+ 3
0
0
0
0
0
0
‐ 1
306
1815 1907 1456 1441
+ 2
0
0
0
0
‐ 1
0
‐ 1
‐ 1
0
0
+ 2
‐ 2
0
‐ 1
162
836 1536
276 1414
+ 3
19
15 1699
147 1752
0
‐ 1
+ 1
+ 1
0
‐ 1
+ 1
‐ 1
208
304 1659
76 1387
‐ 2
‐ 1
0
0
‐ 2
‐ 2
0
‐ 1
89
442 1520
72 1434
0
‐ 2
0
0
0
‐ 2
0
‐ 1
0
10 1380
928 1522
0
‐ 2
0
0
0
‐ 2
0
‐ 1
510
1156 1239 1224 1756
+ 1
‐ 2
+ 2
‐ 1
0
‐ 2
0
‐ 2
110
619 1293
468 1429
0
‐ 2
0
‐ 1
0
‐ 2
0
‐ 2
83
396 1257
561 1465
+ 2
‐ 2
+ 2
‐ 1
0
‐ 2
0
‐ 2
614
1364 1809 1897 1708
0
‐ 1
0
‐ 1
0
‐ 2
0
‐ 2
129
333 1439
333 1408
0
‐ 2
‐ 1
0
0
‐ 2
0
‐ 1
242
513 1425
660 1589
0
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
33
127 1388
220 1323
0
‐ 1
+ 2
+ 1
0
‐ 2
0
‐ 1
235
630 1361 1185 1281
+ 1
‐ 1
+ 1
+ 1
0
‐ 2
0
‐ 1
‐ 1
84
241 1425
759 1265
0
‐ 1
0
0
‐ 1
‐ 2
0
336
968 1426 2364 1486
+ 1
‐ 1
+ 1
0
‐ 1
‐ 2
0
‐ 1
124
589 1595
570 1224
+ 1
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
175
254 1468
171 1385
+ 1
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
207
1020 1445 1460 1394
+ 1
‐ 1
+ 1
+ 1
0
‐ 2
0
‐ 1
108
350 1345
119 1442
+ 2
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
242
826 1040 1728 1404
0
‐ 1
0
+ 1
0
‐ 3
‐ 1
‐ 1
56
156 1139
184 1009
+ 2
‐ 2
+ 3
‐ 1
0
‐ 3
0
‐ 2
79
145 1249
239 1070
‐ 2
‐ 1
+ 1
‐ 1
‐ 1
‐ 2
+ 1
‐ 2
82
314 1324
207 1116
0
‐ 1
‐ 2
‐ 1
0
‐ 2
‐ 1
‐ 2
25
0 1973
10 1295
0
0
‐ 18
‐ 1
0
‐ 1
‐ 16
‐ 2
0
426 2108
0 1355
0
+ 1
0
0
‐ 2
‐ 1
0
‐ 2
‐ 2
0
22 2212
0 1149
‐ 8
+ 1
0
‐ 1
‐ 8
‐ 1
0
58
287 1910
418 1070
+ 3
+ 1
0
‐ 1
+ 3
‐ 1
+ 1
‐ 2
46
108 1898
1 1149
+ 1
+ 1
0
0
0
‐ 1
0
‐ 2
31
73 1660
322 1099
0
+ 1
0
0
0
‐ 2
0
‐ 2
76
208 1760
189 1240
+ 1
+ 1
0
0
‐ 1
‐ 2
0
‐ 2
213
658 1698 1475 1303
+ 1
0
+ 1
0
0
‐ 2
0
‐ 2
0
0 1593
207 1226
0
0
+ 2
0
0
‐ 2
0
‐ 2
332
1994 1495 3556 1321
+ 2
+ 1
+ 1
0
0
‐ 1
0
‐ 2
55
317 1315
392 1257
0
+ 1
0
+ 2
0
‐ 1
0
‐ 1
222
476 1306 1848 1305
0
+ 1
+ 1
+ 1
0
‐ 1
0
0
35
164 1117
482 1211
+ 1
+ 1
+ 3
+ 1
0
‐ 1
0
‐ 1
60
404 1428
461 1308
+ 1
+ 1
0
+ 2
0
0
0
‐ 1
473
815 1758 1272 1461
+ 3
+ 1
0
+ 2
0
0
0
0
49
164 2049
296
832
+ 3
+ 2
+ 1
+ 2
0
0
0
0
56
261 1986
474
996
+ 1
+ 2
0
+ 2
0
0
0
0
98
479 1891
225 1139
+ 1
+ 2
0
+ 2
0
0
0
0
4
58 2292
488 1166
0
+ 1
0
+ 2
0
0
0
0
16
237 2129
549 1491
+ 3
+ 1
+ 6
+ 1
0
0
0
0
374
424 1854
436 1658
0
0
+ 2
+ 2
0
0
0
0
0
257 1657
469 1693
0
0
0
+ 1
0
0
0
0
569
1549 1577 1016 1688
+ 5
0
+ 2
+ 2
0
0
0
0
94
1686 1589
970 1061
+ 4
0
+ 2
+ 1
0
0
0
0
0
167 1335
0 1187
+ 1
0
0
+ 1
0
0
0
0
0
362 1309
0 1178
+ 1
0
0
+ 1
0
0
0
0
5
1991
579
264
31
+ 1
0
+ 1
0
0
0
0
0
0
2351
31 1958
132
0
0
+ 2
0
0
0
0
0
0
19 1024
150 1318
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
27
35 1451
186 1345
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
44 1341
82 1511
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
128 1329
218 1214
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 4C AM Roadway Intersection
Segment Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
78
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real College Av. & El Camino Real El Camino Real & Wilton Ave. Barron Ave. & El Camino Real Vista Av. & El Camino Real Deodar St. & El Camino Real Distel Cir. & El Camino Real Clark Ave. & El Camino Real El Camino Real & Bonita Ave. EBL
EBL
263
0
93
155
100
23
10
44
449
62
26
43
286
10
89
13
10
129
357
148
18
203
83
0
402
102
91
775
117
143
29
180
60
431
132
98
174
55
86
69
39
55
0
363
0
68
29
15
0
199
0
246
256
235
57
26
338
74
62
41
16
8
0
0
441
248
86
144
392
1004
118
8
949
690
41
14
0
33
EBT
EBT
0
0
1049
936
1227
1502
1343
1138
751
1055
892
996
648
632
640
1076
976
1041
601
990
1191
1041
1055
1034
1077
1273
1437
921
924
872
896
707
919
672
652
698
611
686
360
813
969
848
826
616
798
630
747
742
736
648
837
711
870
652
771
859
579
656
707
723
788
899
972
1102
787
558
644
570
187
139
1433
982
40
5
1076
1029
1052
1618
EBR
WBT
61
0
0
134
1060
145
281
192
166
1325
97
2
109
80
184
31
121
8
176
51
97
4
5
304
137
47
96
33
274
92
69
72
85
88
102
13
74
5
344
14
29
39
253
0
954
167
0
21
7
122
31
15
61
85
76
65
195
20
94
16
44
69
212
166
155
89
1303
1282
10
244
65
1454
52
53
26
59
114
47
WBL
WBR
0
29
0
227
168
185
215
72
153
43
15
10
52
76
527
19
74
10
236
40
68
34
16
290
68
93
67
328
95
80
51
89
67
18
57
20
158
19
385
44
100
105
175
0
5
93
0
14
126
147
96
292
30
106
47
47
33
151
278
71
123
120
0
0
145
219
136
78
108
1381
159
6
1433
1119
0
138
99
28
WBT
SBL
0
6
1173
784
442
1140
1089
1245
306
65
1414
1354
1052
1055
1088
1571
1353
936
681
1014
1184
901
1248
918
870
817
1059
605
1121
1182
1181
806
913
595
781
848
659
815
548
967
991
824
942
874
0
774
933
778
701
575
843
658
1120
995
970
871
1200
1626
1685
1813
1869
1764
1447
1434
1169
1058
62
49
19
16
1266
10
28
9
1665
930
1237
1291
WBR
SBR
0
75
211
33
277
18
8
19
126
107
13
42
0
112
131
19
3
62
142
167
20
355
156
1
151
159
66
49
113
98
23
145
31
205
14
90
46
138
207
65
54
47
0
228
48
34
46
19
71
100
0
342
28
45
40
224
738
17
68
95
14
27
243
147
197
24
74
177
689
63
11
16
60
52
19
0
1
0
NBL
‐‐
0
26
0
118
0
83
199
63
425
0
203
2
67
83
150
41
134
4
144
5
44
10
11
411
221
59
153
52
365
317
84
170
170
284
113
12
103
22
272
43
48
12
0
165
0
75
0
142
18
151
119
137
188
264
177
75
115
32
13
10
158
195
0
224
125
190
0
0
8
0
13
0
0
0
1
36
37
0
NBT
‐‐
493
715
0
167
0
14
21
36
1767
0
25
0
215
115
383
6
0
0
869
2
9
0
10
0
785
160
161
1252
289
224
8
849
159
2135
243
24
841
6
1059
49
40
16
0
196
0
21
0
37
74
833
0
3097
81
1123
69
310
958
42
2
1
8
64
0
0
510
659
0
0
687
0
1
0
0
0
2
0
0
0
NBR
‐‐
39
0
258
129
0
132
220
74
215
0
70
6
30
169
331
19
169
2
43
18
92
0
16
485
54
351
245
272
83
97
128
131
248
21
107
37
163
5
53
99
106
62
0
110
0
78
0
55
129
56
72
267
44
127
145
28
50
132
19
13
9
243
0
339
45
51
0
0
48
0
50
0
0
0
16
39
154
23
SBL
‐‐
215
1
80
262
0
16
18
101
565
0
33
111
10
94
88
29
17
150
208
213
0
175
222
0
317
128
144
247
101
82
15
148
51
216
148
92
139
150
117
104
69
33
158
0
0
42
66
19
75
112
0
194
34
128
36
189
183
18
85
161
0
125
283
0
103
91
0
0
23
0
5
0
0
0
0
0
0
0
SBT
‐‐
840
1014
0
597
0
17
36
161
993
0
33
2
179
170
373
3
4
7
1157
27
2
11
14
0
508
83
116
1452
37
167
3
460
157
389
189
28
734
8
750
61
33
27
52
0
0
46
0
15
137
280
0
1312
70
196
30
195
405
11
29
5
0
80
0
0
928
1028
0
0
12
0
2
0
0
0
0
0
0
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
756
254
901
0
0
0
0
0
0
0
0
0
217
790
1 1043
249
‐ 1
0
0
+ 3
‐ 1
0
0
+ 1
35
304 1387
0 1208
0
0
0
0
0
0
0
‐ 1
342
355 1327
958 1244
‐ 1
0
0
0
0
0
0
‐ 1
0
268 1669
0 1337
0
0
0
‐ 1
0
0
0
‐ 2
40
55 1650
347 1263
0
0
0
‐ 1
0
0
0
‐ 2
7
39 1581
532 1295
‐ 1
0
+ 2
‐ 1
‐ 2
0
0
‐ 2
81
99 1313
425 1389
‐ 2
0
+ 1
‐ 1
+ 1
0
0
‐ 2
377
2342 1531 1312 1108
+ 1
+ 1
+ 1
‐ 2
0
0
0
‐ 3
‐ 2
+ 3
‐ 1
‐ 1
‐ 2
0
0
169 1055 1368
65
+ 1
+ 1
19
64
995
145 1636
+ 4
+ 1
+ 1
‐ 2
+ 3
‐ 1
0
‐ 2
86
85 1113
14 1442
+ 1
+ 1
0
‐ 2
+ 1
0
0
‐ 2
207
501
688
340 1326
+ 5
‐ 1
+ 2
‐ 2
0
‐ 1
0
‐ 2
3
237
895
326 1141
+ 1
‐ 1
+ 1
‐ 2
+ 1
‐ 1
0
‐ 2
98
603 1059 1084 1336
0
0
+ 1
‐ 2
0
‐ 1
0
‐ 2
26
38 1124
53 1638
+ 2
0
+ 1
‐ 1
0
‐ 1
0
‐ 2
9
13 1162
199 1496
0
0
0
‐ 1
0
‐ 1
0
‐ 2
465
191 1193
25 1405
0
0
0
‐ 1
0
‐ 1
0
‐ 2
212
1368
852 1569 1037
0
0
+ 1
‐ 2
0
‐ 1
0
‐ 3
77
317 1221
118 1096
+ 1
+ 1
0
‐ 2
+ 1
‐ 1
0
‐ 2
2
47 1283
167 1230
0
+ 1
+ 3
‐ 1
0
‐ 1
0
‐ 2
66
558 1216
49
977
+ 2
0
0
‐ 3
0
‐ 1
0
‐ 3
103
249 1293
35 1362
0
0
0
‐ 2
0
‐ 1
0
‐ 2
1
1 1519
594 1330
0
0
‐ 1
‐ 2
0
‐ 1
0
‐ 2
258
1338 1448
713 1349
+ 2
0
+ 2
‐ 2
0
‐ 1
0
‐ 2
44
421 1752
223
920
‐ 1
0
0
‐ 2
0
‐ 1
0
‐ 3
93
318 1826
279 1305
0
0
‐ 1
‐ 2
0
‐ 1
0
‐ 2
448
2076 1440 1813 1105
0
0
+ 1
‐ 2
0
‐ 1
0
‐ 3
113
519 1108
406 1599
+ 2
+ 1
‐ 1
‐ 2
0
0
‐ 1
‐ 2
326
465 1051
339 1825
0
+ 1
+ 1
‐ 1
0
0
0
‐ 2
11
60 1039
123 1276
0
+ 1
+ 2
‐ 1
0
0
0
‐ 2
+ 1
‐ 1
0
0
0
‐ 2
165
1174
986
621 1141
+ 1
+ 1
91
250 1218
309 1174
‐ 2
+ 1
0
‐ 1
‐ 1
0
0
‐ 2
139
2771
909
495 1018
+ 1
+ 1
+ 2
‐ 2
0
0
0
‐ 3
77
389
907
348
971
+ 1
+ 1
+ 1
‐ 2
0
0
0
‐ 3
104
212
827
61
964
+ 1
+ 1
0
‐ 2
0
0
0
‐ 3
101
1061
913
966
863
+ 1
+ 1
+ 1
‐ 2
0
0
0
‐ 3
117
199
841
32
954
+ 1
+ 2
0
‐ 2
0
0
0
‐ 3
9
1352
530 1479
829
0
+ 1
+ 1
‐ 2
0
‐ 1
0
‐ 3
136
183 1016
119 1146
+ 2
+ 1
0
‐ 1
0
‐ 1
0
‐ 3
49
133 1144
162 1088
0
+ 1
0
‐ 1
0
‐ 1
0
‐ 3
23
118
943
171
859
0
0
+ 1
‐ 2
0
‐ 1
0
‐ 3
167
0
984
480 1109
0
0
+ 1
‐ 1
0
‐ 1
0
‐ 3
0
787
726
0 1039
‐ 1
‐ 1
0
‐ 1
‐ 1
‐ 2
0
‐ 3
0
0
‐ 2
‐ 9
‐ 2
0
‐ 3
0
5
798
0 1002
‐ 9
113
123
750
306
962
+ 2
‐ 1
+ 1
‐ 2
+ 2
‐ 2
0
‐ 3
40
75
813
0
973
+ 1
0
0
‐ 1
0
‐ 2
0
‐ 3
50
71
816
50
970
0
0
‐ 6
‐ 1
0
‐ 2
0
‐ 3
0
‐ 3
47
145
940
270
766
0
‐ 1
+ 5
‐ 2
‐ 1
‐ 2
33
1132
816
549
759
+ 1
‐ 1
+ 1
‐ 2
0
‐ 2
0
‐ 3
0
0
909
127
962
0
‐ 1
+ 4
‐ 1
0
‐ 2
0
‐ 3
145
3685 1172 1619
940
+ 1
+ 1
+ 2
‐ 1
0
0
0
‐ 3
68
365
948
161 1376
0
+ 1
0
+ 1
0
0
0
‐ 1
86
1403
907
387 1345
+ 2
+ 1
0
+ 1
0
0
0
‐ 1
38
166
952
153 1185
+ 1
+ 1
+ 2
+ 1
0
0
0
‐ 1
39
560 1076
307
985
+ 1
+ 2
0
+ 1
0
0
0
‐ 1
134
2034
812
633 1449
+ 1
+ 2
+ 2
+ 1
0
0
0
0
76
133
806
182 1734
+ 1
+ 2
+ 2
+ 2
0
0
0
0
119
132
811
401 1817
0
+ 2
0
+ 2
0
0
0
0
172
137
897
92 1995
0
+ 2
0
+ 2
0
0
0
0
0
38
797
167 2027
0
+ 2
‐ 2
+ 2
0
0
0
0
57
99 1267
269 2016
+ 2
+ 2
+ 4
+ 1
0
0
0
0
0
0
0
0
417
243 1255
212 1864
0
+ 2
+ 1
+ 1
0
147 1441
166 1658
‐ 2
+ 2
‐ 1
0
0
0
0
0
395
1148
935 1228 1689
+ 2
+ 1
+ 6
0
0
0
0
0
239
931
700 1336 1487
+ 2
0
+ 4
0
0
0
0
0
0
222
706
0 1377
0
0
0
0
0
0
0
0
0
222
619
0 1459
+ 1
0
0
0
0
0
0
0
2
1768
258
130
29
0
0
+ 1
0
0
0
0
0
0
1067
139 1625
16
+ 1
+ 1
‐ 2
‐ 1
‐ 1
0
‐ 2
‐ 1
120
130 1488
226 1399
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
24
982 1460
10
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
1009
40 1485
28
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
742
5 1172
9
62
62 1092
26 1728
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
14 1068
197
966
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
1 1206
213 1274
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
33 1641
75 1291
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
ALT 4C PM
Segment Roadway Intersection
Turning Movement Volumes
4‐way intersection ‐‐>
3‐way intersection ‐‐>
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
75
76
77
78
79
Palm Dr & SB 82 Ramps NB 82 Ramps & University Ave El Camino Real & Medical Foundation Dr
Embarcadero Rd/Galvez St & El Camino Real
El Camino Real & Churchill Ave Park Blvd/Serra St & El Camino Real
Stanford Ave & El Camino Real California Ave & El Camino Real Page Mill Rd/Oregon Exp. & El Camino Real
El Camino Real & Portage Ave Matadero Ave/Margarita Ave & El Camino Real
Ventura Ave & El Camino Real Los Robles Ave & El Camino Real
Maybell Ave/ El Camino Way & El Camino
Arastadero Rd/Charleston Rd & El Camino Real
El Camino Real & Dinahs Ct Los Altos Ave & El Camino Real
Del Medio Ave & El Camino Real
San Antonio Rd & El Camino Real
Los Altos Square & El Camino Real
Jordan Ave & El Camino Real Rengstorff Ave & El Camino Real Escuela Ave & El Camino Real El Monte Ave & El Camino Real
Shoreline Blvd & El Camino Real Castro St & El Camino Real Calderon Ave/ Phyllis Ave & El Camino Real
Grant Rd/ SR 237 & El Camino Real
Americana/ Sylvan Ave & El Camino Real
Bernardo Av. & El Camino Real Grape Ave & El Camino Real Mary Ave & El Camino Real Hollenbeck Ave/ Pastoria Ave & El Camino Real
Mathilda Ave & El Camino Real Sunnyvale Av./Sunnyvale Saratoga Rd. & El Camino Real
Cezanne Dr & El Camino Real Fair Oaks Ave/Remington Dr & El Camino Real
Maria Ln & El Camino Real Wolfe Rd & El Camino Real Poplar Av. & El Camino Real Henderson Av. & El Camino Real Halford Av. & El Camino Real Lawrence Exp. SB Ramp & El Camino Real
Lawrence Exp. NB Ramp & El Camino Real
El Camino Real & Lawrence Square Flora Vista Av. & El Camino Real
Nobili Av. & El Camino Real Pomeroy Av. & El Camino Real Calabazas Blvd. & El Camino Real Kiely Blvd./Bowers Av. & El Camino Real
Bowe Av. & El Camino Real San Tomas Exwy & El Camino Real
Los Padres Blvd & El Camino Real
Scott Blvd & El Camino Real Lincoln St. & El Camino Real Monroe St. & El Camino Real Lafayette St. & El Camino Real Benton St. & El Camino Real Palm Dr. & El Camino Real Campbell Av. (Accolti Wy.) & El Camino Real
The Alameda (Rte 82) & El Camino Real
Newhall St. & El Camino Real SB I‐880 Ramps & El Camino Real
NB I‐880 Ramps & El Camino Real
Hedding St. & El Camino Real Naglee Av. & El Camino Real El Camino Real & Lenzen Av. El Camino Real & Julian St. Martin & Race St & El Camino Real
Hansen Wy & El Camino Real College Av. & El Camino Real El Camino Real & Wilton Ave. Barron Ave. & El Camino Real Vista Av. & El Camino Real Deodar St. & El Camino Real Distel Cir. & El Camino Real Clark Ave. & El Camino Real Bonita Ave. & El Camino Real McCormick Dr. & El Camino Real EBL
EBL
443
0
10
477
285
39
26
110
518
157
32
58
218
12
102
22
16
292
524
297
11
165
129
5
402
175
115
356
90
240
62
220
50
192
189
138
233
121
125
89
45
113
0
264
0
222
59
41
1
209
0
280
185
168
56
64
341
124
179
258
31
69
0
0
394
409
117
245
928
1204
93
30
1396
1070
45
19
12
44
128
EBT
EBT
0
0
1308
960
1112
1162
1140
1256
720
1197
1326
1343
1196
1095
1051
1583
1490
1222
923
914
1392
1180
1214
1121
880
932
1062
853
1100
1144
1257
971
1228
912
1132
1246
1060
1129
739
1102
1054
1063
1356
1835
2214
1734
1848
1625
1513
1297
1513
988
1229
947
992
1093
916
1739
1610
1626
1924
1950
1699
1384
1052
1140
1260
1215
449
28
1395
1410
20
37
1705
963
1306
1306
1221
EBR
WBT
99
0
0
81
1599
123
188
63
356
1575
176
2
21
88
153
28
65
2
153
127
60
4
26
372
120
63
145
42
167
198
89
208
172
202
126
38
158
27
312
75
46
44
0
0
1051
273
1
195
30
319
22
395
162
206
156
44
161
28
258
116
220
145
440
473
69
108
1096
998
21
51
54
1296
49
105
29
15
122
67
65
WBL
WBR
0
44
0
158
291
110
197
75
322
116
64
11
37
84
369
23
42
4
328
105
48
66
31
548
156
239
157
488
51
146
103
170
303
114
146
59
293
59
147
67
127
86
8
0
22
109
0
88
68
263
186
358
85
256
235
69
28
222
200
84
261
325
0
0
56
266
51
120
218
1432
89
0
1281
1000
0
139
62
16
153
WBT
SBL
0
11
1727
1198
234
1618
1451
1255
721
72
1256
1239
868
979
968
1364
1253
1171
779
1109
1571
1126
1284
1137
1044
1236
1265
909
841
1123
1250
851
1041
911
793
1180
1035
1257
731
932
894
939
1271
942
0
917
1100
1056
1128
867
1107
816
1084
913
1071
1184
775
733
842
1008
1057
1422
1299
1457
929
740
77
96
22
136
1586
8
15
7
1387
1209
1265
1504
1204
WBR
SBR
0
402
109
372
192
19
35
95
306
124
13
49
10
159
127
20
7
235
212
359
4
191
276
0
222
243
139
45
108
118
49
119
73
270
55
63
216
185
108
50
71
122
0
156
100
29
49
26
96
109
0
276
47
82
62
211
130
20
66
217
19
133
415
253
173
75
87
175
718
213
19
13
31
25
34
0
23
0
0
NBL
‐‐
0
56
0
205
0
219
238
302
458
0
127
11
42
66
201
17
143
7
233
58
74
14
27
352
195
76
114
181
438
222
39
191
138
237
305
27
149
73
427
21
98
95
0
413
0
97
1
9
35
223
119
175
122
173
104
65
214
50
97
32
103
50
0
241
189
224
0
0
4
0
26
0
0
0
0
119
22
0
14
NBT
‐‐
778
1067
0
588
0
45
37
119
1585
0
4
2
80
77
462
0
3
8
940
39
0
9
28
0
541
201
141
958
133
154
16
293
115
501
346
53
573
44
591
17
33
77
0
7
0
36
0
6
111
340
0
1435
85
225
45
127
345
20
17
4
8
35
0
0
983
1205
0
0
343
0
1
0
0
0
4
0
0
0
0
NBR
‐‐
40
0
1
177
0
224
277
139
236
0
48
13
38
81
608
11
75
14
161
95
66
5
48
244
42
103
47
516
138
114
55
121
131
50
170
37
199
49
88
2
96
87
0
275
0
95
1
5
138
146
82
328
43
77
65
35
323
292
298
65
344
103
0
273
152
320
0
0
112
0
30
0
0
0
35
29
68
26
120
SBL
‐‐
18
0
345
281
0
8
16
137
431
0
81
45
41
114
161
26
11
34
377
261
6
410
193
0
291
244
137
434
195
166
74
267
63
468
295
187
186
168
211
35
97
173
617
0
0
83
51
33
110
255
0
190
54
282
63
303
510
24
80
201
24
79
166
0
374
132
0
0
18
0
3
0
0
0
0
0
3
0
0
SBT
‐‐
550
402
0
422
0
8
21
86
1300
0
33
2
113
90
370
0
1
0
867
44
8
3
16
0
956
166
272
1362
116
314
29
810
283
2040
299
74
1005
33
1266
44
62
65
0
0
0
33
0
40
90
893
0
2803
146
1382
91
347
1096
47
18
25
5
79
0
0
892
597
0
0
24
0
2
0
0
0
0
0
2
0
0
Segment Volumes
Segment Change in Noise
Segment Change in Noise
Levels re Existing, dB
Levels re Future No Build, dB
SBR North East
South West
North East
South West
North East
South West
‐‐
0
1221
58
649
0
+ 1
‐ 8
0
0
+ 1
‐ 7
0
0
190
1469
0
446
257
+ 1
0
‐ 2
+ 1
0
0
‐ 2
+ 1
20
119 1654
0 1747
0
0
0
0
0
‐ 1
0
0
286
1437 1418
661 1689
+ 2
‐ 1
+ 1
0
0
‐ 2
0
0
0
576 1346
0 1791
+ 2
‐ 1
0
0
0
‐ 2
0
‐ 1
31
103 1394
241 1868
+ 2
‐ 2
0
0
+ 1
‐ 2
0
‐ 1
8
98 1433
406 1697
+ 1
‐ 1
0
0
0
‐ 2
0
‐ 1
51
324 1532
224 1608
+ 1
‐ 2
+ 1
0
+ 1
‐ 2
+ 1
‐ 1
‐ 2
+ 2
0
0
‐ 2
0
‐ 1
262
2409 1387 1978 1441
+ 1
0
281 1197 1691
72
0
‐ 2
0
‐ 1
‐ 1
‐ 2
‐ 1
‐ 2
10
49 1455
273 1393
+ 4
‐ 2
+ 2
0
+ 3
‐ 2
0
‐ 2
66
109 1401
15 1316
+ 1
‐ 2
0
0
+ 1
‐ 2
0
‐ 2
0
0
‐ 1
‐ 2
‐ 1
‐ 2
363
308 1275
171 1273
+ 2
‐ 2
11
248 1290
262 1056
+ 1
‐ 2
+ 2
0
0
‐ 2
0
‐ 2
115
691 1820
892 1284
+ 1
‐ 1
+ 1
0
0
‐ 2
0
‐ 2
15
42 1620
51 1396
+ 5
‐ 1
+ 2
0
‐ 1
‐ 2
0
‐ 1
0
‐ 1
12
26 1576
108 1408
0
‐ 2
‐ 2
0
0
‐ 2
130
535 1270
6 1308
+ 3
‐ 2
0
0
0
‐ 2
0
‐ 1
281
1676 1461 1348 1293
+ 1
‐ 2
0
0
0
‐ 2
0
‐ 2
149
695 1270
276 1316
+ 2
‐ 2
0
0
+ 1
‐ 2
0
‐ 2
20
15 1464
116 1665
0
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
228
365 1595
73 1368
‐ 1
‐ 2
0
0
‐ 1
‐ 2
0
‐ 2
92
433 1455
73 1403
0
‐ 2
0
0
0
‐ 2
0
‐ 2
0
5 1365
920 1489
‐ 3
‐ 2
0
‐ 1
‐ 3
‐ 2
0
‐ 2
518
1165 1213 1232 1757
+ 1
‐ 2
+ 2
‐ 1
0
‐ 2
0
‐ 2
110
619 1279
468 1422
0
‐ 2
0
‐ 1
0
‐ 2
0
‐ 2
81
395 1246
574 1460
+ 2
‐ 2
+ 2
‐ 1
0
‐ 2
0
‐ 2
615
1359 1803 1892 1705
0
‐ 1
0
‐ 1
0
‐ 2
0
‐ 2
128
331 1433
334 1407
0
‐ 2
‐ 1
0
0
‐ 2
0
‐ 1
243
512 1424
658 1588
‐ 1
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
33
127 1386
221 1322
0
‐ 1
+ 2
+ 1
0
‐ 2
0
‐ 1
236
632 1359 1188 1278
+ 1
‐ 1
+ 1
+ 1
0
‐ 2
0
‐ 1
83
238 1422
758 1262
0
‐ 1
0
0
‐ 1
‐ 2
0
‐ 1
336
963 1430 2356 1484
+ 1
‐ 1
+ 1
0
‐ 1
‐ 2
0
‐ 1
124
590 1597
571 1222
+ 1
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
174
254 1470
171 1381
+ 1
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
206
1022 1445 1456 1390
+ 1
‐ 1
+ 1
+ 1
0
‐ 2
0
‐ 1
109
350 1346
119 1439
+ 2
‐ 1
0
+ 1
0
‐ 2
0
‐ 1
0
+ 1
0
‐ 3
‐ 1
‐ 1
241
824 1038 1725 1399
0
‐ 2
56
156 1139
186 1009
+ 2
‐ 2
+ 3
‐ 1
0
‐ 3
0
‐ 2
78
149 1247
235 1070
‐ 2
‐ 1
+ 1
‐ 1
‐ 1
‐ 2
+ 1
‐ 2
83
312 1323
195 1117
0
‐ 1
‐ 2
‐ 1
0
‐ 2
‐ 1
‐ 2
25
0 1973
8 1296
0
0
‐ 19
‐ 1
0
‐ 1
‐ 17
‐ 2
0
427 2110
0 1355
0
+ 1
0
0
‐ 2
‐ 1
0
‐ 2
0
22 2214
0 1151
‐ 8
+ 1
0
‐ 1
‐ 8
‐ 1
0
‐ 2
59
287 1912
415 1073
+ 3
+ 1
0
‐ 1
+ 3
‐ 1
+ 1
‐ 2
46
108 1900
1 1147
+ 1
+ 1
0
0
0
‐ 1
0
‐ 2
31
73 1663
323 1096
0
+ 1
0
0
0
‐ 2
0
‐ 2
75
208 1761
188 1238
+ 1
+ 1
0
0
‐ 1
‐ 2
0
‐ 2
213
658 1698 1475 1303
+ 1
0
+ 1
0
0
‐ 2
0
‐ 2
0
0 1595
208 1226
0
0
+ 2
0
0
‐ 2
0
‐ 2
331
1991 1506 3556 1322
+ 2
+ 1
+ 1
0
0
‐ 1
0
‐ 2
55
317 1326
393 1261
0
+ 1
0
+ 2
0
‐ 1
0
0
226
475 1306 1844 1312
0
+ 1
+ 1
+ 1
0
‐ 1
0
0
35
163 1120
482 1210
+ 1
+ 1
+ 3
+ 1
0
‐ 1
0
‐ 1
0
+ 2
0
0
0
‐ 1
60
402 1431
460 1309
+ 1
+ 1
471
816 1749 1285 1460
+ 3
+ 1
0
+ 2
0
0
0
0
50
164 2055
297
833
+ 3
+ 2
+ 1
+ 2
0
0
0
0
55
262 1988
476
994
+ 1
+ 2
0
+ 2
0
0
0
0
98
479 1892
225 1138
+ 1
+ 2
0
+ 2
0
0
0
0
4
58 2292
486 1164
0
+ 1
0
+ 2
0
0
0
0
16
237 2132
549 1488
+ 3
+ 1
+ 6
+ 1
0
0
0
0
356
415 1865
440 1655
0
0
+ 2
+ 2
0
0
0
0
0
253 1657
473 1698
0
0
0
+ 1
0
0
0
0
574
1550 1578 1017 1692
+ 5
0
+ 2
+ 2
0
0
0
0
95
1689 1592
971 1059
+ 4
0
+ 2
+ 1
0
0
0
0
0
168 1337
0 1183
+ 1
0
0
+ 1
0
0
0
0
0
365 1311
0 1173
+ 1
0
0
+ 1
0
0
0
0
5
1989
579
263
31
+ 1
0
+ 1
0
0
0
0
0
0
1417
28 1483
136
‐ 2
‐ 1
0
+ 1
‐ 2
0
‐ 2
0
46
113 1428
145 1658
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
43 1410 1296
8
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
1427
20 1330
15
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
1095
37 1105
7
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
32
83 1740
29 1419
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
19
992
154 1328
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
27
35 1377
186 1314
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
44 1332
83 1504
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
0
128 1341
218 1218
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐
‐‐