ROAD SAFETY AUDIT Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Town of Burlington December 21, 2012 Prepared For: The Gutierrez Company Prepared By: TEC, Inc. 65 Glenn Street Lawrence, MA 01843 Plan | Permit | Design | Construct Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Table of Contents Background ....................................................................................................................................1 Project Data ....................................................................................................................................1 Project Location and Description.................................................................................................3 Middlesex Turnpike...................................................................................................................... 3 Middlesex Turnpike / Wheeler Road (East) ................................................................................. 3 Middlesex Turnpike / Wheeler Road (West) / Interstate 95 (Route 128 / US 3) Northbound Ramps ........................................................................................................................................... 4 Middlesex Turnpike / Interstate 95 (Route 128 / US 3) Southbound Ramps ............................... 4 Audit Observations ........................................................................................................................6 General Study Area Observations .................................................................................................. 6 Middlesex Turnpike / Wheeler Road (East) .................................................................................... 9 Middlesex Turnpike / Wheeler Road (West) / Interstate 95 (Route 128 / US 3) Northbound Ramps ....................................................................................................................................................... 11 Middlesex Turnpike / Interstate 95 (Route 128 / US 3) Southbound Ramps ................................ 12 Summary of Road Safety Audit ..................................................................................................14 List of Appendices Appendix A. Appendix B. Appendix C. Appendix D. Appendix E. Appendix F. RSA Meeting Agenda RSA Audit Team Contact List Detailed Crash Data Speed Regulation Data Traffic Volume Data RSA References List of Figures Figure 1. Locus Map .............................................................................................................................. 5 List of Tables Table 1. Table 2. Table 3. Participating Audit Team Members ....................................................................................... 2 Summary of Safety Observations ......................................................................................... 15 Potential Safety Enhancement Summary ............................................................................. 16 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. [PAGE INTENTIONALLY LEFT BLANK] Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Background The Town of Burlington is currently planning roadway improvements along the Middlesex Turnpike corridor in an effort to address existing safety concerns and to increase capacity within the vicinity of the planned 63 South Avenue – Burlington Research Center development project by The Gutierrez Company. The Town was recently awarded a MassWorks grant from the Executive Office of Housing and Economic Development (EOHED) for the construction of these roadway improvements. The addition of new vehicle trips to Middlesex Turnpike, which is the urban minor arterial roadway adjacent to the project site, has stimulated roadway improvements and a corresponding Functional Design Report (FDR) to be prepared by Transportation Engineering and Construction, Inc. (TEC, Inc.) of Lawrence, Massachusetts. The project includes work along two different sections of Middlesex Turnpike, one in the Town of Burlington’s jurisdiction at Second Avenue / Burlington Mall Road and the other within Massachusetts Department of Transportation (MassDOT) jurisdiction at the I-95 Ramp terminals and Wheeler Road. This Road Safety Audit (RSA) applies only to the intersections within MassDOT’s jurisdiction. The purpose of an RSA is to observe, identify, and report all safety issues and identify future opportunities for safety improvements for all roadway users. The MassDOT guidelines require an RSA to be conducted where HSIP-eligible crash clusters are present within the scope of a 25% Design and FDR. An intersection is defined as HSIP-eligible if the intersection is within the top 5% of clusters in its respective Regional Planning Commission’s (RPC) boundaries. Along the Middlesex Turnpike corridor, three HSIP-eligible intersection clusters, which were identified on MassDOT’s online database and established using crash data from 2008-2010, are present within the scope of the FDR. Therefore, an RSA was conducted along Middlesex Turnpike at and between the following intersections: Wheeler Road (East) Interstate 95 (also signed as US Route 3 and Route 128) Northbound Ramps / Wheeler Road (West) Interstate 95 (also signed as US Route 3 and Route 128) Southbound Ramps An RSA, as defined by the Federal Highway Administration (FHWA), is the formal safety performance examination of an existing or future road or intersection by an independent, multidisciplinary team. This RSA was conducted during the Preliminary Design (pre-25% Design) stage of intersection and corridor improvements along the Middlesex Turnpike in Burlington, Massachusetts in order to incorporate safety-related design features early in the design process. These roadway improvements are in conjunction with the construction of a private development located along South Avenue in the Town of Burlington. Elements of the RSA will be considered for incorporation into the roadway improvement Project as the design is advanced through the MassDOT design development process in order to obtain a construction Highway Access Permit from District 4. Project Data Transportation Engineering and Construction, Inc. (TEC) of Lawrence, Massachusetts is the prime safety investigation consultant in an RSA for the Middlesex Turnpike from Wheeler Road (East) to the Interstate 95 Southbound Ramps in Burlington, Massachusetts. The RSA was conducted on Tuesday November 27, Page 1 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. 2012 at 10:00 AM, with the pre- and post-audit meetings held at 63 South Avenue in Burlington, Massachusetts. A copy of the RSA agenda can be found in Appendix A. TEC conducted various other site visits to the audit area as part of its FDR and pre-25% Design work. As presented in Table 1, the audit team consisted of a cross-section of state, regional, and local engineering, planning, enforcement, maintenance and emergency response professionals and was assembled in conjunction with input from the MassDOT’ Traffic Safety Management Unit. Contact information for all team members is provided in Appendix B. Table 1. Participating Audit Team Members Audit Team Member Bernie Schipelliti Michael Patterson Thomas Hayes Kristin Kassner Chen-Yuan Wang Dennis Taliaferro Debra A. Simon Silpa Munukutla Corey O’Connor Sara Timoner Constance Raphael Scott Weiss Kevin R. Dandrade, P.E., PTOE Samuel W. Gregorio, E.I.T. Mikel C. Myers, P.E. Agency/Affiliation Burlington Police Department Burlington Fire Department Burlington Department of Public Works Burlington Planning Department Boston Region MPO Massachusetts State Police Massachusetts State Police MassDOT Highway Safety Section MassDOT Highway Safety Section MassDOT District 4 Traffic Section MassDOT District 4 The Gutierrez Company TEC, Inc. TEC, Inc. TEC, Inc. Audit participants were provided with materials to review prior to the audit meeting. The materials included a summary of traffic volume data (daily and peak hour) and collision diagrams that summarized the type and severity of collisions at the study area intersections. Participants were encouraged to visit the site prior to the audit and were urged to consider elements on MassDOT’s Safety Review Prompt List. On the day of the audit, a pre-audit meeting was held at the 63 South Avenue in Burlington to discuss the project’s background, the audit process, review the distributed materials, and discuss the some of the issues that Team members had observed individually. The audit site walk consisted of field observations at the audit intersections and roadway locations. Handwritten notes and photographs documented the observations made by audit team members during the site walk. Following the audit site walk, a postaudit meeting was held at 63 South Avenue in Burlington where the Team confirmed the observations made in the field and offered solutions to remedy the safety deficiencies noted in the Site Walk and PreAudit meeting. Page 2 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Project Location and Description The Road Safety Audit intersection locations were as follows: Middlesex Turnpike / Wheeler Road (East) Middlesex Turnpike / Wheeler Road (West) / Interstate 95 (Route 128 / US Route 3) Northbound Ramps Middlesex Turnpike / Interstate 95 (Route 128 / US Route 3) Southbound Ramps Middlesex Turnpike Middlesex Turnpike generally runs in the north-south direction passing through Burlington from Billerica / Bedford to the north and Lexington / Arlington to the south. The roadway parallels the Northwest Expressway (US Route 3) to the north of Interstate 95 at a typical offset of approximately one-half mile. The Middlesex Turnpike is classified as an urban minor arterial. It is under the jurisdiction of the Town of Burlington, except for a short segment at the Interstate 95 (Route 128 / US 3) interchange and bounded by the Southbound Ramps to the north and Northbound ramps to the south for which it is under the jurisdiction of MassDOT. Between Wheeler Road and Burlington Mall Road / Second Avenue, Middlesex Turnpike is a four- to six-lane, median divided roadway with multiple turn-lanes at the various side street intersections. A sidewalk is provided on the westerly edge of the Middlesex Turnpike from the southern edge of the Barnes and Noble property (opposite the Interstate 95 Southbound Ramps) north to Network Drive. Land uses along the corridor include office, commercial, industrial, and retail uses. The posted speed limit along Middlesex Turnpike is 35 miles per hour (mph) in both the northbound and southbound directions. Speed regulations maintained by MassDOT Highway Division establish a 35 mph speed limit for Middlesex Turnpike (known as Middlesex Street in the regulations). Historic speed regulations are included in Appendix D. Middlesex Turnpike / Wheeler Road (East) Wheeler Road (East) intersects the Middlesex Turnpike to form a three-way, fully-actuated signalized intersection. The intersection is under the jurisdiction of the Town of Burlington. The Wheeler Road (East) westbound approach consists of an exclusive left-turn lane and an exclusive right-turn lane. Directional flow along Wheeler Road (East) is separated by a marked centerline. The Middlesex Turnpike northbound approach consists of a through lane and a shared through / right-turn lane. A two-way left-turn lane (TWLTL), which accommodates turning movement within the Middlesex Turnpike to the south, terminates at this intersection. The Middlesex Turnpike southbound approach consists of an exclusive left-turn lane and two Middlesex Turnpike at Wheeler Road (East) (looking south) through lanes. Directional flow along the Middlesex Turnpike is separated by a marked centerline (with TWLTL) south of the intersection and a raised concrete median with edge striping north of the intersection. A sidewalk is provided along the easterly Page 3 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. side of the Middlesex Turnpike, south of Wheeler Road (East). There are no pedestrian facilities to cross the intersection. Middlesex Turnpike / Wheeler Road (West) / Interstate 95 (Route 128 / US 3) Northbound Ramps Wheeler Road (West) and the I-95 Northbound Ramps intersect the Middlesex Turnpike to form a four-way, fully actuated signailzed intersection. The intersection is under the jurisdiction of MassDOT. The Wheeler Road (West) eastbound approach consists of a wide single generalpurpose travel lane that operates as a two lane approach. Directional flow along Wheeler Road (West) is separated by a marked centerline. The I-95 Northbound Ramp westbound approach consists of an exclusive left-turn lane, a shared left-turn / through lane, and a channelized rightturn lane under YIELD control. Directional flow on the ramps is separated by a raised grass median. The Wheeler Middlesex Turnpike at I-95 NB Ramps Road (West) and I-95 Northbound Ramps do not align on (looking north) opposing sides of the intersection. Details of the alignment are reviewed in the observation section. The Middlesex Turnpike northbound approach consists of a shared left-turn / though lane, a through lane, and a channelized right-turn lane under YIELD control. The Middlesex Turnpike southbound apporach consists of two exclusive left-turn lanes, a through lane, and a shared through / right-turn lane. Directional flow along the Middlesex Turnpike is separated by a raised concrete median. No sidewalks or crosswalks are present at this intersection. Middlesex Turnpike / Interstate 95 (Route 128 / US 3) Southbound Ramps The I-95 Southbound Ramps intersect the Middlesex Turnpike to form a three-way, fully-actuated signalized intersection. The intersection is under the jurisdiction of MassDOT. The I-95 Southbound Ramp westbound approach consists of two exclusive left-turn lanes and a channelized right-turn lane under YIELD control. Directional flow along the I-95 Ramps is separated by a raised landscaped median. The Middlesex Turnpike northbound approach consists of three through lanes and a channelized right-turn lane under YIELD control. The Middlesex Turnpike southbound approach consists of two exclusive left-turn lanes and two through lanes. Directional flow along the Middlesex Turnpike is separated by a raised concrete median. A sidewalk is present along the westerly edge of the Middlesex Turnpike north of the intersection along the Barnes and Noble property frontage. Middlesex Turnpike at I-95 SB Ramps (looking north) Page 4 Middlesex Turnpike • Burlington, Massachusetts Road Safety Audit In w ::::!; < N I") .n 10 .... N 0 ~ ~ N .... ~ "1J ci c ::It II :::J ~ < In 'l 10 ~ ~ / II u :c Q. ~ ~ ~ 9­ ~ 9­ 10 ~ ~ ~ : Audit Location Map Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Audit Observations Prior to the RSA site walk, a pre-audit meeting was held at 63 South Avenue in Burlington, MA. This pre-audit meeting included brief introductions, an overview of the project and RSA process, and a summary of volume, speed, and safety characteristics along the segment of the Middlesex Turnpike. Audit participants then conducted a site walk as a group to observe the roadway segment and intersections. Each participant was advised to offer their concerns and comments related to safety deficiencies along the roadway segment and study area intersections. Based on these field observations and discussions, the RSA team determined that the Middlesex Turnpike corridor has the following general issues that negatively impact safety: Conflicting Lane Configuration Signage, Faded and Missing Pavement Markings, Traffic Congestion / Long Vehicle Queues, Excessive Red-Light Running, Limited Lighting, Limited Pedestrian Accommodations, Blocked From View or Missing Street Signage, Inadequate or damaged signal equipment, Blocked Drainage Structures, Fair to Poor Pavement Conditions, and Lack or Misplaced Freeway Signage The following sections describe in more detail the safety issues determined during the RSA. Several of these require further evaluation and design work to develop appropriate safety enhancements. More specific safety challenges located at specific audit area intersections are also included. General Study Area Observations The RSA team noted several general safety issues throughout the Middlesex Turnpike corridor. A summary of those general safety concerns throughout the study area are as follows: Conflicting Lane Configuration Signage – The lane configuration signage (R3-8 series) along the Middlesex Turnpike southbound between the Interstate 95 Southbound and Northbound Ramps are conflicting. Over the 250 foot roadway segment, three sets of lane configuration signage are visible to the roadway user. The first visible sign (L,L,T,TR), shown at the left of the image, is the correct lane configuration but is 120 feet in advance of the signed roadway configuration downstream. The second visible sign (L,L,TR), shown in the center of the image, is incorrect. The Lane Configuration Signage along Middlesex Turnpike Southbound Page 6 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. third visible sign (L,L), on the far right of the image in the distance, is along the dual left-turn lane approaching the I-95 Northbound Ramps and only shows the dual left-turn lanes in its configuration which is incorrect for the entire four-lane approach. These conflicting lane configuration signage causes confusion amongst drivers attempting to weave from right to left in order to turn left onto the I-95 Northbound On-ramp. The second lane configuration sign (L,L,TR) conveys to unfamiliar drivers that the second far right lane is a turn lane causing quick weaves and lane changes within the intersection as the driver becomes aware of their lane choice error. Pavement Markings – Pavement markings are severely faded along several portions of the audit area and not visible along the Middlesex Turnpike directly under the Interstate 95 overpass. The lack of pavement markings decreases the visibility of defined lane use in a section of roadway that experiences an increased amount of weaving and lane change movements. The Middlesex Turnpike northbound between the Interstate 95 Northbound and Southbound Ramps is typically striped to accommodate three travel lanes. At the current Pavement Markings along Middlesex time, the pavement markings are faded to a point Turnpike. where it seems only two travel lanes exist. Several pavement arrows delineating turning movements are also faded at the three intersections. Traffic Congestion / Queues – Due to the numerous commercial, retail, and office uses along the Middlesex Turnpike, traffic volumes in the area generally increase during the weekday peak periods and during Saturday peak periods. The traffic volumes increase significantly during the month of December given the corridor’s location in close proximity to the Burlington Mall. These additional traffic volumes result in increased traffic congestion along the Middlesex Turnpike, the Interstate 95 Ramps, and the side streets such as Wheeler Road. With the close proximity of the Interstate 95 Northbound Ramps and Wheeler Road (East), traffic often queues from one intersection into the upstream intersection. These queues can cause blocked intersections as part of a “grid-lock” condition. A representative of the Burlington Police Department noted that police are typically assigned to this roadway segment to deter intersection blockage, however; intersection blocking still occurs regularly during peak holiday shopping periods. A representative of the Burlington Fire Department researched and noted that it takes approximately 3.5 minutes for a fire response vehicle to travel from Station #2 (Terrace Hall Avenue @ Middlesex Turnpike) to the mall and it takes approximately 6.5 minutes to travel from Station #2 to Middlesex Commons. This equates to 3 extra minutes of travel time for an additional 4,000 feet of travel. Page 7 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Red-Light Running – A representative of the Burlington Police Department noted that red-light running at these intersections is prevalent and is usually caused by user frustration with congestion during peak periods. The Police representative also noted the difficulty of enforcement of red-light running and other such roadway violations as there is no safe location to pull-over vehicles along the Middlesex Turnpike. Lighting – Although ambient light and street lighting is present along the Middlesex Turnpike, there is no under-decking lighting along the Middlesex Turnpike under the Interstate 95 overpass. According to MassDOT, lighting on the under-decking has existed in the past and has since been removed and not replaced. In addition, highway lighting within the cloverleaf interchange is present, but often not functioning properly. At the time of the RSA, all cloverleaf lighting was functioning and operational. Pedestrian Accommodations – A sidewalk is currently constructed along the westerly side of the Middlesex Turnpike from the Barnes and Noble property and continuing northbound to Network Drive. South of this location, a sidewalk is intermittently constructed along the westerly side of the roadway and under the Interstate 95 underpass only. There are no current pedestrian crossing locations across the Middlesex Turnpike in the vicinity of the Audit area. A Town representative noted that various office and commercial Break in Sidewalk along Westerly Side of Middlesex Turnpike employees will cross Middlesex Turnpike near Wheeler Road (East) to access the Dunkin Donuts on the southeast corner of the intersection. In addition to a lack of sidewalk infrastructure between the intersections, no pedestrian signal equipment is present at the intersections and no pedestrian phasing is included in the signal timing plan. Blocked or Missing Street Signage – An RSA member noted that the visibility of the Wheeler Road and Middlesex Turnpike street sign plaques is limited due to the sign posts position behind a utility pole offset from the edge of roadway. In addition, there is no “Middlesex Turnpike” sign plaque on the Wheeler Road (West) sign post opposite the Interstate 95 northbound ramps. Finally, street name plaques are mounted at different heights at each different intersection in the Audit area and along the Middlesex Turnpike corridor. Signal Equipment – There are several signal equipment deficiencies which are listed below: o All of the signal housings at all three intersections lack retro-reflective back-plates, which would clearly define individual signal housing to the roadway user. o The left-turn signal housing on the Wheeler Road (East) westbound approach is not clearly centered on the approach lane. o All three signals are equipped with emergency pre-emption. However, upon observation, the pre-emption at the Middlesex Turnpike / Interstate 95 Northbound Ramps / Wheeler Page 8 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Road (West) intersection did not activate as an ambulance traversed through. A MassDOT technician corrected the programming immediately following the audit. o The Middlesex Turnpike northbound right-hand through lane loop detector at the Interstate 95 Northbound Ramps is currently faulting. The line was recently cut as part of trenching within the roadway and was not replaced by the Town of Burlington. Pavement Condition – It was noted that the pavement is in fair condition along the Middlesex Turnpike corridor. However there are scattered pot-hole locations, especially near several drainage structures. In addition, there is a large quantity of cracking on the pavement which has been repeatedly filled-in by the Town of Burlington. There is significant truck traffic due to the number of nearby retail and commercial businesses, which causes increased wear on pavement conditions. Drainage Structures – Several RSA members noted that a few drainage structures along the Middlesex Turnpike were significantly blocked by debris and built-up sediments. Obstructed drainage structures can cause severe water ponding and minor flooding on roadway segments with raised curbing and level or deflated roadway surfaces. With excessive vehicle speeds observed during off-peak hours along the Middlesex Turnpike corridor, this ponding may become a substantial safety concern. All drainage structures along the Middlesex Turnpike corridor should be Obstructed Catch Basin along Middlesex cleared of all potential obstructions by their Turnpike near Wheeler Road (West) respective maintenance crews. Freeway Signage – On the southbound approach of Middlesex Turnpike, there is a lack of clear signage that defines both the southbound and northbound ramps of Interstate 95. Green guide signs were recently installed and are located within the ramp medians. These signs give vague direction to the roadway user. Although the signs are visible from a distance, no signs decipher lane information to access the I-95 Ramps. Drivers tend to focus on following the large horizontal arrow pointing to the ramps and disregard the lane configuration signage along the roadway causing unorganized weaving. No clearly defined “I-95 Shield” is visible along the approach. A “Route 128 South” sign is visible, but is located on the right-side of the roadway away from the southbound left-turn lane onto the ramp. This may cause excessive weaving and lane changes as a result of roadway user making delayed route choice decisions on the approach. Middlesex Turnpike / Wheeler Road (East) The intersection of Middlesex Turnpike / Wheeler Road (East) is considered HSIP-eligible. Collision data for this intersection was provided by the Town of Burlington Police Department for the period of January 2009 to December 2011 and supplemented by MassDOT for the period of January 2008 to December 2010. The data shows a total of 46 reported collisions in the area of the intersection during the four-year study period. The crash rate for this intersection is slightly higher than the statewide and Page 9 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. district-wide averages for unsignalized intersections with 0.84 crashes per million entering vehicles (MEV). A summary of the intersection audit is described below. There were 16 angle-type collisions (35%) at this intersection over the four-year study period. Of the locatable angled collisions, approximately half (6 of 11) involved a vehicle exiting Wheeler Road (East). There were also 7 rear-end crashes (15%) at this intersection over the four-year study period. Of the locatable rear-end collisions, a majority (4 of 6) occurred on the Middlesex Turnpike northbound approach. Although most crash data did not specify a detailed vehicle action prior to crash, five (5) collisions at this intersection involved vehicles attempting to enter travel lanes or vehicles changing lanes. The RSA team noted several general safety issues specifically at the intersection of Middlesex Turnpike / Wheeler Road (East). A summary of those general safety concerns at the intersection are as follows: Southbound Left-Turn Lane Definition – RSA team members noted that the left-turn from Middlesex Turnpike southbound onto Wheeler Road East is not clearly defined for the receiving area for vehicles exiting the Interstate 95 Northbound Off-ramps and Middlesex Turnpike southbound vehicles. There is no clear transition into the southbound exclusive left-turn lane, and vehicles exiting the ramps and Middlesex Turnpike might unexpectedly find themselves in an exclusive left-turn lane while intending to proceed through.. This may cause drivers that are unfamiliar with the lane configuration to weave in and out of the left-turn lane approaching Wheeler Road (East) from the north. Signal Housing Location - As stated previously, it was noted that the left-turn signal housing on the Wheeler Road westbound approach is not clearly centered on the approach lane and should be appropriately moved within a proper cone of vision. Intersection Blockage – As stated previously, with the close proximity between the Interstate 95 Northbound Ramps and Wheeler Road (East), traffic tends to queue from one intersection into the upstream intersection. This queue often causes blocked intersections disallowing side street traffic from exiting. A representative of the Burlington Police Department noted that police are typically assigned to this roadway segment to deter intersection blockage, however; intersection blocking still occurs regularly. Pedestrian Accommodations – Pedestrians are often seen crossing the Middlesex Turnpike at this location in order to access the Dunkin Donuts on the southeast corner of the intersection. However, no defined crossing opportunities exist at this intersection and there are currently no additional sidewalks except the sidewalk along the Dunkin Donuts frontage. Blocked Street Signage - An RSA member noted that the visibility of the Wheeler Road and Middlesex Turnpike street sign plaques are limited due to the sign posts position behind a utility pole offset from the edge of roadway. This had the potential to cause confusion with roadway users, especially as Wheeler Road in this location is separated east and west by one block along Middlesex Turnpike. Page 10 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Middlesex Turnpike / Wheeler Road (West) / Interstate 95 (Route 128 / US 3) Northbound Ramps The intersection of Middlesex Turnpike / Wheeler Road (West) / Interstate 95 (Route 128 / US 3) Northbound Ramps is specifically not considered HSIP-eligible. However, the Middlesex Turnpike surface ramp intersection is part of the larger Interstate 95/ US Route 3 interchange which as a whole has been classified as HSIP-eligible. Collision data for this intersection was provided by MassDOT for the period of January 2008 to December 2010 and supplemented by the Town of Burlington Police Department for the period of January 2009 to December 2011. The data shows a total of 39 reported collisions in the area of the intersection during the four-year study period. The crash rate for this intersection is significantly lower than the statewide and district-wide averages for unsignalized intersections with 0.53 crashes per million entering vehicles (MEV). A summary of the intersection audit is described below. There were 16 rear-end collisions (41%) at this intersection over the four-year study period. Of the locatable rear-end collisions; a majority (6 of 11) involved a vehicle travelling north along Middlesex Turnpike. Two (2) of these rear-end collisions occurred within the Interstate 95 Northbound Ramp rightturn channelized lane resulting from vehicles stopping at the end of the ramp. There were also 4 angletype collisions (9%) at this intersection over the four-year study period. Of the locatable rear-end collisions, a majority (3 of 4) occurred on the Middlesex Turnpike northbound approach resulting from vehicles attempting to turn-left into Wheeler Road (West) and may be a result of left-turning vehicles unable to see oncoming traffic. Not all of the MassDOT Crash Data clearly decipher between collisions that occurred at the surface intersections of the Interstate 95 (Route 128 / US 3) Northbound Ramps with the Middlesex Turnpike versus collisions that may have occurred along Middlesex Turnpike or Interstate 95 near the interchange. In addition, the data does not clearly indicate whether the collisions occurred at the northbound or southbound ramps to/from the Middlesex Turnpike. After review of individual crash reports, a large number of crashes reported at this junction were found not to be at the surface intersections. To remain conservative, those crashes whose location could not be clearly deciphered were included within the collision data. As a result, the crash information may not be representative of the safety characteristics of the northbound surface ramp intersection with the Middlesex Turnpike. The RSA team noted several general safety issues specifically at the intersection of Middlesex Turnpike / Wheeler Road (West) / Interstate 95 (Route 128 / US Route 3) Northbound Ramps. A summary of those general safety concerns at the intersection are as follows: Lane Usage / Traffic Control on Northbound Ramps – Currently, a YIELD sign is present at the terminus of the I-95 Northbound off-ramp right-turn channel lane. This YIELD sign is currently not warranted as the turn-lane enters its own dedicated lane along the Middlesex Turnpike which is not clearly defined due to lack of pavement markings. Vehicles tend to stop, then progress, and stop again while attempting to enter the Middlesex Turnpike traffic flow. A representative from the Burlington Police Department noted that this causes frequent rear-end crashes and “near misses” within the channelized right-turn lane. As noted above, two crashes were identified as a result of this movement. Opposing Lane Alignment - Vehicles exiting the I-95 northbound ramps do not have a direct track to access the opposing Wheeler Road (West) receiving lane. Concurrently, vehicles exiting Wheeler Road (West) attempting to access the I-95 northbound on-ramp also must divert and Page 11 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. correct a thru movement across the intersection. This is especially difficult for unfamiliar roadway users attempting to cross Middlesex Turnpike. Future potential exists to reset the alignment of both the ramps and Wheeler Road (West); however, this would include major right-of-way impacts. Northbound Left-turns – Northbound left-turn movements at the signalized intersection are considered unsafe to potential roadway users as the intersection does not have a protected left-turn lane View of Alignment of Wheeler Road (West) which operates under an exclusive phase. verses the I-95 Northbound Ramps (from Wheeler Road) Furthermore, the northbound left-turn from Middlesex Turnpike into Wheeler Road (West) is unsafe as turning vehicles cannot clearly see opposing southbound through traffic as they are blocked by queued traffic in the dual southbound left-turn lanes. A “LEFT-TURN YIELD ON GREEN BALL” sign (R10-12) was requested by the Burlington Police Department and installed and has decreased the number of angled crashes as noted by a Burlington Police Department representative. Loop Detection - The Middlesex Turnpike northbound right-hand through lane loop detector at the Interstate 95 Northbound Ramps is currently faulting. A representative of the Town of Burlington noted that the line was recently cut as part of trenching within the roadway and was not replaced by the Town of Burlington. Middlesex Turnpike / Interstate 95 (Route 128 / US 3) Southbound Ramps The intersection of Middlesex Turnpike / Interstate 95 (Route 128 / US 3) Southbound Ramps is specifically not considered HSIP-eligible. However, the Middlesex Turnpike surface ramp intersection is part of the larger Interstate 95/ US Route 3 interchange which as a whole has been classified as HSIPeligible. Collision data for this intersection was provided by MassDOT for the period of January 2008 to December 2010 and supplemented by the Town of Burlington Police Department for the period of January 2009 to December 2011. The data shows a total of 45 reported collisions in the area of the intersection during the four-year study period. The crash rate for this signalized intersection is significantly lower than the statewide and district-wide averages for unsignalized intersections with 0.59 crashes per million entering vehicles (MEV). There were 10 angle-type collisions (22%) at this intersection over the four-year study period. There were also 12 rear-end crashes (27%) at this intersection over the four-year study period. Of the locatable rear-end collisions, a majority (4 of 7) occurred on the Middlesex Turnpike southbound approach. Four (4) collisions were classified as sideswipe collisions. Although most crash data did not specify a detailed vehicle action prior to crash, five (5) collisions at this intersection involved vehicles attempting to enter travel lanes or vehicles changing lanes. Not all of the MassDOT Crash Data clearly decipher between collisions that occurred at the surface intersections of the Interstate 95 (Route 128 / US 3) Southbound Ramps with the Middlesex Turnpike versus collisions that may have occurred along Middlesex Turnpike or Interstate 95 near the interchange. In addition, the data does not clearly indicate whether the collisions occurred at the northbound or Page 12 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. southbound ramps to/from the Middlesex Turnpike. After review of individual crash reports, a large number of crashes reported at this junction were found not to be at the surface intersections. To remain conservative, those crashes whose location could not be clearly deciphered were included within the collision data. As a result, the crash information may not be representative of the safety characteristics of the southbound surface ramp intersection with the Middlesex Turnpike. The RSA team noted several general safety issues specifically at the intersection of Middlesex Turnpike / Interstate 95 (Route 128 / US Route 3) Southbound Ramps. A summary of those general safety concerns at the intersection are as follows: Red-Light Running – A representative of the Burlington Police Department noted that red-light running at the intersection of Middlesex Turnpike / Interstate 95 Southbound Ramps is prevalent and is usually caused by user frustration with congestion during peak periods. The Police representative also noted the difficulty of enforcement of red-light running and other such roadway violations in the area as there is no safe location to pull-over vehicles along the Middlesex Turnpike. Lack of Curb Reveal – There is little to no curb reveal along the Middlesex Turnpike median at the intersection with the Interstate 95 Southbound Ramps. Vehicles turning left while exiting the off-ramp and vehicles making northbound U-turns tend to cross over the median during the turning movement. U-turns – U-Turns are prevalent along the entire Middlesex Turnpike corridor to the north and south of the audit area. U-turns were notably occurring at the Middlesex Turnpike’s intersection with the Interstate 95 Southbound Ramps on the northbound approach Raised Concrete Median along Middlesex Turnpike. before the destruction of the former Burlington Dodge Dealership site which was between Interstate 95 and the Barnes and Noble property. With the development of Middlesex Marketplace, which will be constructed on the former Burlington Dodge site, U-turns may return to this location if the site’s driveway approach is not aligned with the signalized intersection. Crash data summaries and a collision diagram are included in Appendix C. Page 13 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Summary of Road Safety Audit Based on the observations and discussions, the RSA team identified safety issues along the Middlesex Turnpike corridor between Wheeler Road (East) and the Interstate 95 Southbound Ramps. Further evaluation and design work may be necessary to develop safety enhancements to the roadway and intersections. The safety issues are summarized in Table 2. For each safety issue, the RSA team has described the potential safety enhancement, its potential safety payoff, the estimated time frame for completion, the estimated construction cost, and the jurisdictional agency. Design plans are in progress for the Audit’s location area and the scope of the roadway improvements shall be made consistent with the MEPA permitting review/approval process and all necessary access permits for the Burlington Research Center. The approved project limits of the improvements, to be funded by the MassWorks grant, begin just south of the I-95 southbound ramps and extend to the southbound approach to the intersection of the Middlesex Turnpike with Wheeler Road (East). The current scope will continue to be refined through coordination between the Project Team, the Town of Burlington, and MassDOT. As design plans are in the pre-25% Design phase, some potential safety enhancements will be incorporated into the design for the 25% Design Submission. The summary of potential safety enhancements are summarized in Table 3 and include a column identifying the improvements within the current project design. As the design plans progress, the safety enhancements, identified by the RSA, will be incorporated into the design to the extent feasible based upon agreements between the Project Team, the Town of Burlington, and MassDOT. The time frame is categorized as short-term (<1 year), mid-term (1 to 3 years), or long-term (>3 years). The costs are categorized as low (<$10,000), medium ($10,001 to $50,000), or high (>$50,001). Page 14 Road Safety Audit— Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Table 2. Summary of Safety Observations Location General Study Area Observations Middlesex Turnpike @ Wheeler Road (East) Middlesex Turnpike @ Wheeler Road (West) / Interstate 95 Northbound Ramps Middlesex Turnpike @ Interstate 95 Southbound Ramps Safety Observation 1. Conflicting Lane Configuration Signage 2. Faded / Non-Existent Pavement Markings 3. Traffic Congestion / Long Vehicle Queues 4. Red-Light Running 5. Limited Lighting 6. Limited Pedestrian Accommodations 7. Blocked from View or Missing Street Signage 8. Inadequate or Damaged Signal Equipment (lack of signal housing back-plates) 9. Fair to Poor Pavement Conditions 10. Obstructed Drainage Structures 11. Lack or Misplaced Freeway Signage 12. Southbound Left-turn Lane Definition 13. Location of Signal Housing 14. Intersection Blockage 15. Pedestrian Accommodations 16. Blocked from View Street Signage 17. Lane Usage / Traffic Control on Northbound Ramps 18. Opposing Lane Alignments 19. Northbound Left-turn safety 20. Deficient Signal Equipment 21. Faded / Non-Existent Pavement Markings 22. Red-Light Running 23. Lack of Curb Reveal 24. Excessive U-Turns Page 15 Road Safety Audit— Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Table 3. Potential Safety Enhancement Summary Safety Issue Potential Safety Enhancement Conflicting Lane Configuration Signage along Middlesex Turnpike Remove all lane configuration signage that conflicts with marked lanes along Middlesex Turnpike Reapply all pavement markings from Wheeler Road (East) to the Interstate 95 Southbound Ramps Examine signal timing, phasing, and coordination at all study area intersections and adjust timings (if practical) to increase capacity Faded or Non-existent pavement markings Long Vehicle Queues Install under-decking lighting under the Interstate 95 overpass Limited Lighting Block or Missing Street Signage Faulting Loop Detection Cloverleaf lighting should be periodically checked and maintained. Replace and repair lighting within the I-95 cloverleaf interchange if functioning improperly. Replace street signage plaques along the Middlesex Turnpike as necessary Replace faulting loop detector within the northbound right-hand through lane of Middlesex Turnpike at the I-95 NB Ramps. This loop was cut during Town of Burlington trenching activities and should be replaced by the Town. Safety Payoff Time Frame Cost Incorporated Into Current Project Design Jurisdictional Agency Medium Short-Term Low-Cost YES MassDOT / Town of Burlington High Short-Term Mid-Cost YES MassDOT / Town of Burlington Medium Short-Term Low-Cost YES MassDOT / Town of Burlington Medium Mid-Term Mid-Cost Future Project MassDOT Medium Short-Term Mid-Cost Future Project MassDOT Low Short-Term Low-Cost YES Town of Burlington Low-Cost As part of 25% Design, a mill and overlay will be conducted at this intersection which will require the installation of new loop detection within each lane. Town of Burlington Medium Short-Term Page 16 Road Safety Audit— Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Table 3 (Continued) - Potential Safety Enhancement Summary Safety Issue Potential Safety Enhancement Install retro-reflective back-plates to signal housings at all intersections Move westbound left-turn signal Deficient Signal Equipment housing at Wheeler Road (East) to better align with approach lane Replace loop detectors as necessary Rehabilitate pavement surface Pavement Conditions along the Middlesex Turnpike through mill and overlay. Clear obstructions from drainage Obstructed Drainage structures with regular Structures maintenance Reconstruct sidewalk along westerly side of Middlesex Turnpike from Barnes and Noble to Wheeler Road (East) Pedestrian Investigate potential crossing Accommodations opportunities across Middlesex Turnpike. Construct sidewalks and ADA compliant wheelchair ramps at locations where sidewalks are not currently defined. Install a “DO NOT BLOCK INTERSECTION” sign (R10-7) at Intersection Blockage the intersection of Middlesex Turnpike / Wheeler Road (East) Safety Payoff Time Frame Cost Incorporated Into Current Project Design Jurisdictional Agency Medium Short-Term Mid-Cost YES MassDOT / Town of Burlington Low Short-Term Low-Cost YES Town of Burlington Low Short-Term Mid-Cost YES MassDOT / Town of Burlington Medium Short-Term High-Cost YES MassDOT / Town of Burlington Low Mid-Term Mid-Cost YES MassDOT / Town of Burlington Low Long-Term High-Cost Future Project MassDOT / Town of Burlington Low Long-Term High-Cost Future Project MassDOT / Town of Burlington Low Short-Term Low-Cost YES Town of Burlington Page 17 Road Safety Audit— Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Table 3 (Continued) - Potential Safety Enhancement Summary Safety Issue Potential Safety Enhancement Reapply pavement markings along Middlesex Turnpike southbound to Rear-end Collisions on I-95 clearly define three lanes of travel NB Ramp Right-Turn and eliminate YIELD condition. Channelized Lane Right-turn channel lane should enter a defined dedicated lane. Safety Payoff Low Time Frame Short-Term Cost Incorporated Into Current Project Design Jurisdictional Agency Low-Cost As part of 25% Design, a third thru lane along Middlesex Turnpike SB will reinstate the need for a YIELD control approach from the NB ramps which will be improved with pavement markings/signs. MassDOT Future Project Lack of Curb Reveal within Reconstruct raised asphalt median Middlesex Turnpike to include a well-defined curb Median at I-95 SB Ramps reveal. Pavement Conditions Left-Turn Movement from Middlesex Turnpike Southbound to Wheeler Road (East) Left-Turning Movement from Middlesex Turnpike Northbound to Wheeler Road (West) Rehabilitate pavement surface along the Middlesex Turnpike through mill and overlay. Reconstruct median within the Middlesex Turnpike to provide protection for the left-turn lane prior to intersection. This will define two (2) receiving lanes for vehicles exiting the I-95 NB Ramps and traveling southbound to avoid potential weave movement. Construct a left-turn lane on the Middlesex Turnpike northbound approach and investigate altering signal phasing at this intersection to incorporate a protected left-turn on northbound approach. (To be investigated as part of roadway improvements with other developments along Middlesex Turnpike.) MassDOT Low Mid-Term Mid-Cost Medium Mid-Term High-Cost YES MassDOT / Town of Burlington Medium Short-Term Mid-Cost YES MassDOT / Town of Burlington High Mid-Term High-Cost YES MassDOT Page 18 Road Safety Audit— Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Table 3 (Continued) - Potential Safety Enhancement Summary Safety Issue Potential Safety Enhancement Option 1: Minor curbing modifications to the NB Ramp approach and lane tracking Opposing Lane Alignments markings across the Middlesex Turnpike to guide vehicles to the of Wheeler Road (West) opposing roadway and I-95 NB Ramps Option 2: Realign both Wheeler Road (West) and/or the I-95 NB Ramps to improve alignment across the intersection Install R3-8 series signs with Middlesex Turnpike Guide additional text for guidance and/or Signs overhead guide signs where feasible. Safety Payoff Time Frame Cost Incorporated Into Current Project Design Jurisdictional Agency Medium Short-Term Mid-Cost YES MassDOT Medium Long-Term High-Cost Future Project MassDOT / Town of Burlington Medium Mid-Term Mid-Cost Future Project MassDOT / Town of Burlington Page 19 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Appendix A. RSA Meeting Agenda Road Safety Audit Middlesex Turnpike at Wheeler Road (East) & at I-95 Northbound & Southbound Ramps Meeting Location: 63 South Avenue Burlington, MA November 27, 2012 10:00 AM – 12:00 noon Type of meeting: High Crash Location – Road Safety Audit Attendees: Invited Participants to Comprise a Multidisciplinary Team Please bring: Thoughts and Enthusiasm!! 10:00 AM Welcome and Introductions 10:15 AM Review of Site Specific Material Crash, Speed & Volume Summaries– provided in advance Existing Geometries and Conditions 11:00 AM Visit the Site Drive to LOCATION As a group, identify areas for improvement 11:30 AM Post Visit Discussion / Completion of RSA Discuss observations and finalize findings Discuss potential improvements and finalize recommendations 12:00 noon Adjourn for the Day – but the RSA has not ended Instructions for Participants: Before attending the RSA on November 27th, participants are encouraged to drive through the intersection and complete/consider elements on the RSA Prompt List with a focus on safety. All participants will be actively involved in the process throughout. Participants are encouraged to come with thoughts and ideas, but are reminded that the synergy that develops and respect for others’ opinions are key elements to the success of the overall RSA process. After the RSA meeting, participants will be asked to comment and respond to the document materials to assure it is reflective of the RSA completed by the multidisciplinary team. Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Appendix B. RSA Audit Team Contact List Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Participating Audit Team Members Date: Tuesday November 27, 2012 Audit Team Members Name Location: 63 South Avenue, Burlington, MA Agency/Affiliation Agency Email Address Email Phone Number xxx-xxx-xxxx 781-505-4937 Bernie Schipelliti Burlington Police Department bschipelliti@bpd.org Michael Patterson Burlington Fire Department mpatterson@burlmass.org 781-270-1926 Thomas Hayes Burlington DPW thayes@burlmass.org 781-270-1640 Kristin Kassner Burlington Planning Department kkassner@burlmass.org 781-270-1645 Chen-Yuan Wang Boston Region MPO cwang@ctps.org 617-973-8009 Dennis Taliaferro Massachusetts State Police Dennis.taliaferro@massmail.stat e.ms.us - Debra A. Simon Massachusetts State Police Debra.simon@massmail.state.m a.us 978-369-4100 Silpa Munukutla MassDOT Highway Safety Section Silpa.munukutla@state.ma.us 857-368-9637 Corey O’Connor MassDOT Highway Safety Section Corey.oconnor@state.ma.us 857-368-9638 Sara Timoner MassDOT District 4 Traffic Section Sara.timoner@state.ma.us 781-641-8435 Constance Raphael MassDOT District 4 Connie.raphael@state.ma.us 781-641-8468 Scott Weiss The Gutierrez Company sweiss@gutierrezco.com 781-272-7000 Kevin R. Dandrade, P.E., PTOE TEC, Inc. kdandrade@tecmass.com 978-794-1792x145 Samuel W. Gregorio, E.I.T. TEC, Inc. sgregorio@tecmass.com 978-794-1792x138 Mikel C. Myers, P.E. TEC, Inc. mmyers@tecmass.com 978-794-1792x126 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Appendix C. Detailed Crash Data This appendix should include detailed crash analysis such as collision diagrams and crash data [state specific crash source and other details so that an evaluation of the effectiveness of the improvements may be performed.] Wednesday Wednesday Wednesday 10‐Dec‐2008 10‐Dec‐2008 17‐Dec‐2008 9:13 PM Wednesday Saturday Tuesday Wednesday Thursday 7‐Jan‐2009 14‐Feb‐2009 3‐Mar‐2009 29‐Apr‐2009 02‐Jul‐2009 Master Crash List ‐ Middlesex Turnpike RSA.xlsx 12:00 PM Not Reported 2 2 Property damage only (none injured) 9:20 PM 2 2 1 Property damage only (none injured) Non‐Fatal Injury 2 2 Property damage only (none injured) Non‐fatal injury 3 2 Not Reported Non‐fatal injury 2 Property damage 12:50 PM only (none injured) 2:03 PM 6:45 PM 27‐Dec‐2008 Saturday Crash Year 2009 5:15 AM 6:25 PM 6:15 AM 11:30 AM Non‐fatal injury Tuesday 07‐Oct‐2008 2 Property damage only (none injured) 8:19 AM Monday 28‐Jul‐2008 2 Not Reported 6:50 AM Saturday 19‐Jul‐2008 2 Not Reported 8:00 AM Wednesday 18‐Jun‐2008 2 Property damage only (none injured) 8:00 AM 0 0 0 1 0 3 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Number of Nonfatal Total Fatal Vehicles Injuries Injuries 2 Crash Severity Not Reported 18‐May‐2008 Sunday 04‐Feb‐2008 6:30 PM Crash Time Monday Crash Date Day of Week Crash Year 2008 Angle Unknown Angle V1: Collision with motor vehicle in traffic / V2: Collision V1: Passenger car / with motor vehicle V2:Passenger car (Police in traffic Cruiser) V1: Not Reported / V2: Not Reported V1:Not reported / V2:Not reported Unknown V1: Travelling straight ahead / V2:Turning left Wet V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car Sheet 1 of 3 Unknown Wet Dry Unknown Not reported V1: Not Reported / V1: Not Reported / V2: V2: Not Reported Not Reported V1: Collision with motor vehicle in traffic / V2: Collision V1: Turning left / V2: V1: Westbound / V2: with motor vehicle V1: Passenger car / Travelling straight ahead Southbound in traffic V2:Passenger car V1: Turning left / V2: V1: Northbound / Travelling straight ahead V2: Southbound Sideswipe, opposite direction V1: Not Reported Unknown Unknown V1: Travelling straight ahead / V2:Turning left V1: Collision with utility pole V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car V1:Not reported / V2:Not reported V1: Not reported / V2: Not reported V1: Travelling straight V1:Northbound / ahead / V2:Not reported V2:Not reported V1: Passenger car / V2:Light truck(van, mini‐ van, panel, pickup, sport utility) with only four tires Snow Dry V1: Turning right / V2:Travelling straight ahead / V3:Slowing or stopped in traffic V1:Not reported / V2:Not reported / V3:Not reported V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic / V3: V1: Passenger car / Collision with motor V2:Passenger car / vehicle in traffic V3:Passenger car Daylight Unknown Daylight Daylight Unknown Not reported Dark ‐ lighted roadway Daylight Dark ‐ lighted roadway V1: Passenger car / V2:Light truck(van, mini‐ van, panel, pickup, sport utility) with only four tires Wet V1: Not reported / V2: Not reported Not reported Daylight V1: Entering traffic lane / V2:Travelling straight V1:Northbound / ahead V2:Northbound Not reported Dry Daylight Single Vehicle Crash Not reported Angle Rear‐end Angle Rear‐end V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Tractor/semi‐trailer / in traffic V2:Not reported V1: Not reported / V2:Passenger car V1: Passenger car / V2:Passenger car Daylight V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Not reported / V2:Not in traffic reported Dry V1:Not reported / V2:Not reported V1: Turning right / Sideswipe, same V2:Travelling straight direction ahead Not reported Angle V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not reported / V2: Not reported Dry Dawn Ambient Light V1: Slowing or stopped in traffic / V2:Travelling V1:Northbound / straight ahead V2:Northbound V1:Not reported / V2:Not reported V1:Not reported / V2:Not reported V1: Travelling straight ahead / V2:Travelling straight ahead V1: Not reported / V2:Not reported V1: Passenger car / V2:Passenger car V1: Not reported / V2: Not reported Dry Road Surface Condition Daylight V1:Westbound / V2:Southbound Angle Vehicle Configuration V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car Most Harmful Events Dry V1:Not reported / V2:Not reported V1: Travelling straight ahead / V2:Turning left V1: Travelling straight ahead / V2:Travelling straight ahead Angle Vehicle Travel Directions Vehicle Action Prior to Crash Manner of Collision Middlesex Turnpike at Wheeler Road East [MassDOT and Town of Burlington Crash Data] Rain/Cloudy Unknown Clear Clear Unknown Not Reported Snow Clear Rain Clear/Clear Clear Not Reported Clear Clear Clear Weather Condition MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD WHEELER ROAD / MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE / WHEELER ROAD At Roadway Intersection 64 MIDDLESEX TURNPIKE 1 WHEELER ROAD 1 WHEELER ROAD 200 WHEELER ROAD / MIDDLESEX TURNPIKE Distance from Nearest Roadway Intersection Non Motorist Type 8:11 PM 5:17 PM 4:42 PM 3:23 PM Wednesday 28‐Oct‐2009 25‐Nov‐2009 Wednesday 28‐Nov‐2009 Saturday 06‐Dec‐2009 Sunday Crash Year 2010 11‐Apr‐2010 2 2 2 2 2 2 Property damage 10:55 AM only (none injured) Property damage only (none injured) Property damage only (none injured) Property damage only (none injured) Property damage only (none injured) Property damage only (none injured) 6:46 PM 5:12 PM 27‐May‐2010 Thursday 27‐May‐2010 Thursday 15‐Jun‐2010 6:28 PM Thursday Sunday 07‐Oct‐2010 10‐Oct‐2010 Master Crash List ‐ Middlesex Turnpike RSA.xlsx 2:24 PM 7:32 PM 04‐Aug‐2010 Wednesday Tuesday 2 Property damage only (none injured) 3 Property damage only (none injured) 2:37 PM 2 Property damage only (none injured) 2 Property damage only (none injured) 2 2 Property damage only (none injured) Property damage only (none injured) 2 Property damage only (none injured) 2 2 Property damage only (none injured) Non‐fatal injury 2 Property damage only (none injured) 08‐May‐2010 Saturday Sunday 6:35 PM Wednesday 14‐Oct‐2009 9:54 AM 2:36 PM Tuesday 29‐Sep‐2009 5:45 PM 8:16 AM Friday 29‐Aug‐2009 Saturday 31‐Jul‐2009 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1:Southbound / V2:Southbound V1: Travelling straight ahead / V2:Travelling straight ahead V1:Northbound / V2:Eastbound V1:Southbound / V2:Southbound / V3:Southbound V1:Northbound / V2:Northbound V1: Travelling straight ahead / V2:Turning left V1: Changing lanes / V2:Travelling straight ahead / V3:Travelling straight ahead V1: Travelling straight ahead / V2:Travelling straight ahead V1: Travelling straight V1: Northbound / ahead / V2: Turning Left V2: Westbound V1: Not Reported / V2: Not Reported Unknown Angle Angle Angle Unknown Unknown V1: Travelling straight ahead / V2:Turning left V1:Northbound / V2:Eastbound V1:Westbound / V2:Northbound V1:Not reported / V2:Not reported V1: Turning left / V2:Travelling straight ahead V1: Turning right / V2:Turning right V1: Not Reported / V2: Not Reported V1: Not Reported / V2: Not Reported Unknown Unknown Dry V1: Passenger car / V2:Light truck(van, mini‐ van, panel, pickup, sport utility) with only four tires Dry Sheet 2 of 3 V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic Unknown V1: Light truck(van, mini‐ van, panel, pickup, sport utility) with only four tires / V2:Passenger car Dry V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Tractor/semi‐trailer V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not Reported / V1: Not Reported / V2: V2: Not Reported Not Reported Unknown Daylight Dark ‐ lighted roadway Dusk Unknown Unknown Daylight V1: Not Reported / V1: Not Reported / V2: Not Reported V2: Not Reported Daylight Wet Dark ‐ lighted roadway V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / V2:Not in traffic reported Dry Dry V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car Dark ‐ lighted roadway V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car Dry V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car Dark ‐ lighted roadway Daylight Wet V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car Unknown V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic / V3: V1: Passenger car / Collision with motor V2:Passenger car / V3:Not vehicle in traffic reported Dry Unknown V1: Not Reported / V1: Not Reported / V2: V2: Not Reported Not Reported Daylight Dry V1: Collision with motor vehicle in traffic / V2: Collision V1: Westbound / V2: with motor vehicle V1: Passenger car / Westbound in traffic V2:Passenger car V1: Slowing stopped in traffic / V2: Travelling straight ahead Daylight Dry V1: Southbound / V2: Southbound Unknown V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car V1: Travelling straight ahead / V2: Entering Travel Lane Unknown Daylight V1: Not Reported / V1: Not Reported / V2: V2: Not Reported Not Reported V1: Not Reported / V1: Light Truck / V2: Single V2: Not Reported Unit Truck Wet V1: Northbound / V2: Northbound V1: Not Reported / V2: Not Reported Unknown V1: Travelling straight ahead / V2: Travelling straight ahead Sideswipe, same V1: Entering traffic lane V1:Southbound / direction / V2:Changing lanes V2:Southbound Rear‐end Angle Angle Angle Rear‐end Unknown Rear‐end Angle Unknown Unknown Clear Clear Clear Unknown Unknown Clear Rain Clear Clear Clear Cloudy/Rain Unknown Cloudy Clear Rain Unknown MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD 64 MIDDLESEX TURNPIKE 69 MIDDLESEX TURNPIKE 64 MIDDLESEX TURNPIKE DUNKIN DONUTS 8:55 PM Friday Friday Sunday Monday 30‐Sep‐2011 14‐Oct‐2011 6‐Nov‐2011 7‐Nov‐2011 Non‐Fatal Injury 2 2 Property damage only (none injured) 1 Property damage only (none injured) 2 2 Property damage only (none injured) Unknown 2 Master Crash List ‐ Middlesex Turnpike RSA.xlsx 4:19 PM 3:50 PM 8:02 PM 5:22 PM 12‐Aug‐2011 Friday 5:42 PM Property damage only (none injured) Tuesday 2 12‐Jul‐2011 5:24 PM Property damage only (none injured) Tuesday 2 7‐Jun‐2011 5:39 PM Property damage only (none injured) Thursday 1 28‐Apr‐2011 1:25 PM Property damage only (none injured) Wednesday 2 Property damage only (none injured) 27‐Apr‐2011 9:11 AM Tuesday 12‐Apr‐2011 2 2 Property damage only (none injured) 11:08 AM Unknown 2 Property damage only (none injured) Tuesday 7:32 PM 2 Property damage only (none injured) 12‐Apr‐2011 Monday 20‐Dec‐2010 2:50 PM 1 Property damage only (none injured) 4:50 PM Tuesday 26‐Oct‐2010 4:02 PM 31‐Dec‐2010 Friday Crash Year 2011 Tuesday 19‐Oct‐2010 Unknown 0 Unknown 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1: Travelling straight ahead / V2:Turning left Unknown Unknown Unknown Single vehicle crash Rear‐end (backing) Angle Unknown V1: Not Reported / V2: Not Reported V1: Not reported / V2:Not reported V1:Northbound / V2:Northbound V1:Northbound / V2:Westbound Dry Unknown V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car V1: Travelling straight V1: Southbound / ahead / V2: Turning left V2: Northbound V1: Travelling straight ahead / V2: Travelling straight ahead Unknown Unknown Unknown Unknown V1: Not Reported / V1: Passenger car / V2: Not Reported V2:Passenger car V1: Not Reported / V2: Not Reported Sheet 3 of 3 V1: Not Reported / V1: Passenger car / V2: Not Reported V2:Passenger car V1: Not Reported / V1: Passenger car / V2: Not Reported V2:Passenger car V1: Not Reported / V2: Not Reported V1: Not Reported / V2: Not Reported V1: Not Reported / V2: Not Reported V1: Passenger car V1: Not Reported / V2: Not Reported Unknown Unknown Unknown Unknown Dry V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car V1: Northbound / V2: Northbound Unknown V1: Not Reported / V1: Not Reported / V2: V2: Not Reported Not Reported Unknown Dry Sand, mud, dirt, oil, gravel V1: Not Reported / V2: Not Reported V1: Motorcycle Unknown Unknown V1: Southbound / V2: Southbound V1: Other / non‐ collision V1: Not Reported / V1: Passenger car / V2: Not Reported V2:Passenger car V1: Passenger car / V2:Passenger car Dry V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car V1: Not reported / V2:Not reported Snow V1: Not reported / V2:Not reported Dry V1: Tractor/semi‐trailer V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car V1: Not reported / V2: Not reported V1: Utility pole V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle V1: Passenger car / in traffic V2:Passenger car V1: Slowing or stopped V1: Southbound Unknown V1: Not reported / V2:Not reported Sidewsipe, same V1: Turning right / V2: direction Turning right Single vehicle crash Unknown Not reported V1: Southbound V1: Slowing or stopped in traffic / V2:Travelling V1:Northbound / straight ahead V2:Northbound V1: Travelling straight ahead V1: Changing lanes / Sideswipe, same V2:Travelling straight direction ahead Angle Rear‐end Single vehicle Unknown Unknown Unknown Unknown Unknown Daylight Unknown Daylight Daylight Unknown Unknown Dark ‐ roadway not lighted Dark ‐ lighted roadway Daylight Daylight Unknown Unknown Unknown Unknown Unknown Clear Unknown Clear Clear Unknown Unknown Clear Snow/Blowing sand, snow Clear Cloudy MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD MIDDLESEX TURNPIKE / WHEELER ROAD 69 MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE / WHEELER ROAD Middlesex Tumpike - Burlington, Massachusetts Road Safety Audit LOCATION: CITY/STATE: TIME PERIOD: PREPARED BY: SOURCE: Middlesex Turnpike @ Wheeler Road {East) Burlington, Massachsuetts 2008-2011 TEC, Inc./ Samuel W. Gregorio, E.I.T./ Daniel A. Shea, E.I.T. Burlington Police Dept, MassDOT __ .., :ED O<t ~4, '09, g,54 1 DRY, DAY, CLD I "YE Mar 3. '0!1. 12,511 .,._ WET, DAY, CUI THU Od: 7 110 18:28 SAT Nov28 '0!1 17:17 DRY, DRK.C.R DRY, DRK.W SUN Dec 6 '0!1 16'42 DRY, DRK,CUI LEGEND - ~ ............ ----.p ---- SHOW FOR COLLISION HEAD-ON COWSION BACKING VEHICLE ---- SIDESWIPE COLLISION ____.., FIXED OBJECT COLLISION VEHICLE PATH \._ PEDESTRIAN COUISION REAR-END COLLISION ANGLED COWSION --v-+ OVERTURNED VEHICLE --/'v-+ OUT-OF-CONTROL VEHICLE D FIXED OBJECT • MOVEABLE OBJECT = 1. Approximate location of collision, 2. Direction of collision, 3. Type of collision and vehicles Involved, 4. Time, Day, Date 5. Any other pertinent factors mentioned on the report. PARKED VEHICLE 0 PERSONAL INJURY • FATALITY E EJECTION SUMMARY OF CRASHES ON DIAGRAM [no fatal collisions] REAR-END SIDESWIPE HEAD-ON ANGLED SINGLE VEH PROPERTY DAMAGE ONLY 4 3 0 10 2 NON-FATAL INJURY 2 0 0 1 0 0 3 UNKNOWN /NOT REPORTED 0 0 0 0 0 0 0 TOTAL 6 3 0 11 2 UNK TOTAL 19 Collision Diagram 2008-2011 Collision Data Middlesex Turnpike @ Wheeler Road (East) Month January February March April May June July August September October November December % 2% 4% 2% 13% 9% 7% 11% 7% 4% 17% 9% 15% Day of Week Sunday Monday Tuesday Wednesday Thursday Friday Saturday 11% 9% 22% 24% 11% 11% 13% Time of Day 6AM ‐ 9AM 9AM ‐ 3PM 3PM ‐ 6PM 6PM ‐ 6AM 13% 28% 28% 30% Manner of Collision Single Vehicle Crash Rear‐end Angled Sideswipe, same direction Sideswipe, opp direction Head‐on Rear‐to‐Rear Unknown / Not Reported 9% 15% 35% 9% 2% 0% 0% 30% Weather Conditions Clear Cloudy Rain Snow Sleet, Hail, Freezing Rain Fog, Smog, Smoke Crosswinds Blowing Sand, snow, dust Other Unknown / Not Reported 46% 4% 11% 2% 0% 0% 0% 2% 0% 35% Road Surface Dry Wet Snow Ice Sand, Mud, Dirt, Oil, Gravel Water Slush Other Unknown / Not Reported 46% 13% 4% 0% 2% 0% 0% 0% 35% 20% 18% 16% 14% 12% 10% 8% 6% 4% 2% 0% 30% 20% 10% 0% 40% 20% 0% 6AM ‐ 9AM 9AM ‐ 3PM 3PM ‐ 6PM 6PM ‐ 6AM 1 3 5 7 40% 30% 20% 10% 0% 2 4 6 8 50% 40% 30% 20% 10% 0% 1 2 3 4 5 6 7 8 9 10 50% 40% 30% 20% 10% 0% 1 2 3 4 5 6 7 8 9 6:00 PM 3:55 PM Thursday Monday Monday Sunday Sunday 15‐Sep‐2008 15‐Dec‐2008 27‐Dec‐2008 Saturday Crash Year 2009 Monday 19‐Jun‐2008 19‐Jan‐2009 13‐Sep‐2009 08‐Nov‐2009 2 Property damage only (none injured) 2 1 Property damage only (none injured) Property damage only (none injured) Unknown 1:30 PM 8:40 AM 1:00 PM 2 Property damage only 11:41 AM (none injured) Friday Tuesday 4‐Jun‐2010 8‐Jun‐2010 Master Crash List ‐ Middlesex Turnpike RSA.xlsx 2:34 PM Non‐fatal injury 2 Property damage only (none injured) 7:00 PM 27‐May‐2010 Thursday 3:53 PM 2 Unknown Unknown 9:31 PM 15‐May‐2010 Saturday 20‐Mar‐2010 2 Saturday 6‐Mar‐2010 8:24 AM 6:22 PM Tuesday 9‐Feb‐2010 Saturday 5:35 PM Sunday 7‐Feb‐2010 Unknown 2 Non‐fatal injury 6:22 PM Tuesday 19‐Jan‐2010 Property damage only (none injured) 3 Property damage only (none injured) 2 2 Unknown 3:00 PM 14‐Nov‐2009 Saturday Crash Year 2010 Property damage only (none injured) Non‐fatal injury 2 Property damage only 11:47 AM (none injured) 2 2 Property damage only (none injured) 2 3 1 2 Unkown 0 0 Unkown 0 Unkown 0 1 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1:Northbound / V2:Northbound / V3:Northbound V1: Turning right / V2:Slowing or stopped in V1:Northbound / traffic V2:Northbound V1: Slowing or stopped in traffic / V2:Travelling V1:Not reported / straight ahead V2:Not reported V1: Slowing or stopped in traffic / V2:Slowing or V1:Not reported / stopped in traffic V2:Not reported V1: Travelling straight ahead / V2:Travelling straight ahead / V3:Travelling straight ahead V1: Slowing or stopped in V1:Northbound / traffic / V2:Not reported V2:Not reported V1: Travelling straight ahead V1:Southbound Vehicle Travel Directions Rear‐end Rear‐end Rear‐end Not Reported Rear‐end Not Reported Not Reported Rear‐end Angle Not Reported Rear‐end V1:Northbound / V2:Northbound V1: Not reported / V2: Not reported V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not reported V1: Not reported / V2: Not reported V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic / V3: Collision with motor vehicle in traffic V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not Reported V1:Southbound / V2:Southbound V1: Not Reported V1: Slowing or stopped in traffic / V2:Slowing or V1: Not Reported / stopped in traffic V2: Not Reported V1: Slowing or stopped in traffic / V2:Slowing or V1: Not Reported / stopped in traffic V2: Not Reported V1: Slowing or stopped in traffic / V2:Slowing or V1: Not Reported / stopped in traffic V2: Not Reported V1: Not Reported V1: Travelling straight ahead / V2:Slowing or stopped in traffic V1: Not Reported V1: Travelling Straight Ahead / V2: Parked Sheet 1 of 2 V1: Not Reported V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not Reported V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Collision with motor vehicle in traffic / V2: V1: Northbound / V2: Collision with motor Northbound vehicle in traffic V1: Collision with motor V1: Slowing or stopped in vehicle in traffic / V2: traffic / V2:Slowing or V1: Northbound / V2: Collision with motor stopped in traffic Northbound vehicle in traffic V1: Collision with motor vehicle in traffic / V2: V1: Not Reported / V2: V1: Not Reported / Collision with motor Not Reported V2: Not Reported vehicle in traffic V1: Travelling straight ahead / V2:Slowing or stopped in traffic V1: Not Reported / V2: Not Reported V1: Slowing or stopped in traffic / V2:Travelling V1:Northbound / straight ahead V2:Not reported Single vehicle crash V1:Northbound V1: Travelling straight ahead Single vehicle crash Vehicle Configuration Dry Ice Wet Dry Dry Dry Dry Dry Dry Road Surface Condition Unknown Unknown Unknown Dry Unknown V1: Not Reported / V2: Not Reported Unknown V1: Passenger car / V2:Passenger car V1: Motorcycle / V2:Passenger car V1: Not Reported V1: Passenger car / V2:Passenger car V1: Not Reported Unknown Dry V1: Passenger car / V2:Passenger car V1: Passenger car / V2:Passenger car Wet V1: Passenger car / V2:Passenger car V1: Passenger car / V2:Single‐unit truck (2‐ axle, 6‐tire) Dry V1: Not reported / V2:Not reported V1: Passenger car V1: Not reported / V2:Not reported V1: Passenger car / V2:Passenger car V1: Passenger car / V2:Light truck(van, mini‐van, panel, pickup, sport utility) with only four tires V1: Passenger car / V2:Passenger car V1: Not reported / V2:Not reported / V3:Not reported V1: Collision with motor vehicle in traffic / V2: Not V1: Passenger car / reported V2:Not reported V1: Collision with pedestrian V1: Passenger car Most Harmful Events Unknown Unknown Unknown Unknown Daylight Unknown Unknown Dark ‐ lighted roadway Dark ‐ lighted roadway Daylight Daylight Daylight Daylight Daylight Daylight Daylight Daylight Daylight Dark ‐ lighted roadway Ambient Light Massachusetts Department of Transportation Crash Report for Middlesex Turnpike at I‐95 NB Ramps and Wheeler Road West Vehicle Action Prior to Crash Sideswipe, same V1: Slowing or stopped in V1:Northbound / direction traffic / V2:Not reported V2:Not reported Rear‐end Rear‐end Rear‐end Rear‐end Head‐on Rear‐end Total Number of Nonfatal Total Fatal Manner of Vehicles Injuries Injuries Collision Not Reported Non‐fatal 12:00 PM injury 3:30 PM Wednesday 30‐Apr‐2008 Crash Severity Not Reported Non‐fatal 00:00 AM injury 8:15 AM 23‐May‐2008 Friday Monday 17‐Mar‐2008 Crash Date Day of Week Crash Year 2008 Crash Time Unkown Unkown Unkown Unkown Clear Unkown Unkown Not Reproted Snow Clear Clear Cloudy Rain Clear Clear Clear Clear Clear Clear Weather Condition MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N LOWELL STREET / MIDDLESEX TURNPIKE / RAMP‐MIDDLESEX TURNPIKE TO RT 95 NB MIDDLESEX TURNPIKE / Rte 95 / RAMP‐MIDDLESEX TURNPIKE TO RT 95 NB MIDDLESEX TURNPIKE / Rte 95 / WHEELER ROAD At Roadway Intersection P2:Pedestrian Non Motorist Type MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N 69 MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE Rte 95 / RAMP‐RT 95 NB TO MIDDLESEX TURNPIKE 50 feet S from Intersection MIDDLESEX TURNPIKE / RAMP‐ 66 MIDDLESEX MIDDLESEX TURNPIKE TO RT TPKE/MIDAS 95 SB MUFFLER MIDDLESEX TURNPIKE Rte 95 / WHEELER ROAD Rte 95 RAMP‐RT 95 NB TO MIDDLESEX TURNPIKE / MIDDLESEX TURNPIKE 84 MIDDLESEX TURNPIKE 84 MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE Distance from Nearest Roadway Intersection 2 2 Unknown Unknown 2 2 3 2 3 Property damage only (none injured) Property damage only (none injured) Property damage only (none injured) Property damage only (none injured) Property damage only (none injured) Property damage only (none injured) Unknown Property damage only (none injured) Non‐fatal injury 5:43 AM 5:29 PM 9:08 AM 8:47 AM 6:00 PM 9:11 PM 2:27 PM 8:22 PM 1:29 PM 18‐Dec‐2010 Saturday Crash Year 2011 Wednesday Friday Monday Thursday Saturday Friday Wednesday 5‐Jan‐11 28‐Jan‐11 31‐Jan‐11 3‐Feb‐11 26‐Feb‐11 11‐Nov‐11 30‐Nov‐11 Friday 26‐Nov‐2010 2 Property damage only (none injured) 6:50 PM Tuesday 23‐Nov‐2010 Unknown Property damage only (none injured) 3:17 PM Thursday 11‐Nov‐2010 2 Property damage only (none injured) Tuesday 26‐Oct‐2010 2 Property damage only (none injured) Thursday 21‐Oct‐2010 2 Property damage only (none injured) Sunday 10‐Oct‐2010 Unknown Master Crash List ‐ Middlesex Turnpike RSA.xlsx 2:50 PM 1:16 PM 2:24 PM 9:06 PM 7:15 PM 3:37 PM Property damage only (none injured) Tuesday 21‐Sep‐2010 Unknown 2 Saturday 07‐Aug‐2010 Property damage only (none injured) Property damage only (none injured) Thursday 05‐Aug‐2010 3:22 PM 3 4 Thursday 05‐Aug‐2010 7:41 PM Non‐fatal injury Thursday 1‐Jul‐2010 Non‐fatal injury 1 0 Unknown 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Angle Sideswipe, opposite direction Not Reported Not Reported Rear‐end Not Reported Not Reported Rear‐end Not Reported Not Reported Not Reported Rear‐end Not Reported Angle Not Reported Angle Rear‐end Not Reported Rear‐end V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not Reported V1: Not Reported / V2: Not Reported V1: Not Reported V1: Not Reported V1: Travelling straight ahead / V2: Turning Left V1: Travelling straight ahead / V2: Turning Left V1: Not Reported / V2: Not Reported V1: Not Reported / V2: Not Reported / V3: Not Reported V1: Travelling straight ahead / V2: Travelling straight ahead V1: Not Reported V1: Not Reported V1: Not Reported V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not Reported V1: Not reported / V2: Not reported V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not Reported V1: Not Reported Sheet 2 of 2 V1: Not reported / V2: Not reported V1: Not reported / V2: Not reported / V3: Not reported V1: Collision with motor vehicle in traffic / V2: V1: Southbound / V2: Collision with motor Westbound vehicle in traffic V1: Collision with motor vehicle in traffic / V2: V1: Southbound / V2: Collision with motor Northbound vehicle in traffic V1: Not Reported / V2: Not Reported V1: Not Reported / V2: Not Reported / V3: Not Reported V1:Northbound / V2:Northbound V1: Not Reported V1: Not Reported V1: Slowing or stopped in traffic / V2:Travelling V1:Southbound / straight ahead V2:Southbound V1: Not Reported / V2: Not Reported V1: Not Reported V1: Not Reported V1: Not Reported V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not Reported V1: Collision with motor vehicle in traffic / V2: V1: Southbound / V2: Collision with motor Northbound vehicle in traffic V1: Not Reported V1: Slowing or stopped in traffic / V2: Travelling V1:Northbound / straight ahead V2:Northbound V1: Not Reported V1: Travelling straight ahead / V2: Turning Left V1: Not Reported V1: Not Reported V1:Southbound / V2:Southbound V1: Not Reported V1: Collision with motor vehicle in traffic / V2: V1: Slowing or stopped in Collision with motor traffic / V2:Slowing or vehicle in traffic / V3: stopped in traffic / V1:Northbound / Collision with motor V3:Travelling straight V2:Northbound / vehicle in traffic / V4: ahead / V4:Travelling V3:Northbound / Collision with motor straight ahead V4:Northbound vehicle in traffic V1: Collision with motor vehicle in traffic / V2: V1: Travelling straight V1: Southbound / V2: Collision with motor ahead / V2: Turning Left Northbound vehicle in traffic V1: Not Reported V1: Travelling straight ahead / V2: Slowing or stopped in traffic Dry Unknown Unknown Dry Unknown Unknown Unknown Dry Unknown Unknown Unknown Dry Dry V1: Passenger car / V2:Passenger car V1: Passenger car / V2:Passenger car V1: Passenger car / V2:Passenger car Unknown V1: Passenger car / V2:Passenger car / V3: Not Reported Unknown V1: Passenger car / V2:Passenger car V1: Not Reported V1: Not Reported V1: Passenger car / V2:Passenger car V1: Passenger car / V2:Passenger car V1: Not Reported V1: Not Reported V1: Light Truck / V2: Passenger Car V1: Not Reported V1: Passenger car / V2:Passenger car V1: Not Reported Dry Dry V1: Passenger car / V2:Passenger car / V3:Light truck(van, mini‐van, panel, pickup, sport utility) with only four tires / V4:Passenger car V1: Passenger car / V2:Passenger car Unknown Dry V1: Not Reported V1: Passenger car / V2:Passenger car Daylight Dark ‐ lighted roadway Unknown Unknown Dark ‐ lighted roadway Unknown Unknown Dark ‐ lighted roadway Unknown Unknown Unknown Daylight Unknown Unknown Unknown Daylight Daylight Unknown Daylight Clear Clear Unkown Unkown Clear Unkown Unkown Clear Unkown Unkown Unkown Clear Unkown Unkown Unkown Clear Clear Unkown Clear MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N 50 feet S from Intersection MIDDLESEX TURNPIKE / Rte 128 MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N RAMP‐RT 95 NB TO MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE / WHEELER ROAD / Rte 95 N Middlesex Tumpike - Burlington, Massachusetts Road Safety Audit LOCATION: CITY/STATE: TIME PERIOD: PREPARED BY: SOURCE: Middlesex Turnpike @ Interstate 95 (North) Burlington, Massachsuetts 2008-2011 TEC, Inc./ Samuel W. Gregorio, E.I.T./ Daniel A. Shea, E.I.T. Burlington Police Dept, MassDOT I I I -­ v ---- LEGEND - BACKING VEHICLE ----\..._ ~ SIDESWIPE COLLISION _____..., ............ -----..p ----- VEHICLE PATH PEDESTRIAN COUISION REAR-END COLLISION SHOW FOR COLLISION HEAD-ON COWSION ANGLED COWSION OVERTURNED VEHICLE --/'v-+ OUT-OF-CONTROL VEHICLE • MOVEABLE OBJECT = FIXED OBJECT COLLISION --v-+ D FIXED OBJECT 1. Approximate location of collision, 2. Direction of collision, 3. Type of collision and vehicles Involved, 4. Time, Day, Date 5. Any other pertinent factors mentioned on the report. PARKED VEHICLE 0 PERSONAL INJURY • FATALITY E EJECTION SUMMARY OF CRASHES ON DIAGRAM [no fatal collisions] REAR-END SIDESWIPE HEAD-ON ANGLED SINGLE VEH PROPERTY DAMAGE ONLY 9 2 0 2 1 NON-FATAL INJURY 2 0 0 1 0 1 4 UNKNOWN /NOT REPORTED 0 0 0 0 0 0 0 TOTAL 11 2 0 3 1 UNK TOTAL 14 Collision Diagram 2008-2011 Collision Data Middlesex Turnpike @ I‐95 Northbound Ramps / Wheeler Road Month January February March April May June July August September October November December % 13% 10% 8% 3% 8% 8% 3% 8% 8% 8% 18% 8% Day of Week Sunday Monday Tuesday Wednesday Thursday Friday Saturday 10% 13% 15% 8% 21% 13% 21% Time of Day 6AM ‐ 9AM 9AM ‐ 3PM 3PM ‐ 6PM 6PM ‐ 6AM 10% 31% 23% 36% Manner of Collision Single Vehicle Crash Rear‐end Angled Sideswipe, same direction Sideswipe, opp direction Head‐on Rear‐to‐Rear Unknown / Not Reported 5% 41% 10% 3% 3% 3% 0% 36% Weather Conditions Clear Cloudy Rain Snow Sleet, Hail, Freezing Rain Fog, Smog, Smoke Crosswinds Blowing Sand, snow, dust Other Unknown / Not Reported 44% 3% 3% 3% 0% 0% 0% 0% 0% 46% Road Surface Dry Wet Snow Ice Sand, Mud, Dirt, Oil, Gravel Water Slush Other Unknown / Not Reported 46% 5% 0% 3% 0% 0% 0% 0% 44% 20% 18% 16% 14% 12% 10% 8% 6% 4% 2% 0% 25% 20% 15% 10% 5% 0% 40% 20% 0% 6AM ‐ 9AM 9AM ‐ 3PM 3PM ‐ 6PM 6PM ‐ 6AM 1 3 5 7 50% 40% 30% 20% 10% 0% 2 4 6 8 50% 40% 30% 20% 10% 0% 1 2 3 4 5 6 7 8 9 10 50% 40% 30% 20% 10% 0% 1 2 3 4 5 6 7 8 9 1:15 PM 5:25 PM 29‐Aug‐2008 Friday Crash Year 2009 29‐Jul‐2009 Thursday Wednesday 08‐Oct‐2009 28‐Oct‐2009 04‐Nov‐2009 Wednesday 08‐Nov‐2009 Sunday 5:28 PM Unknown Unknown Unknown 2 Property damage only 11:47 AM (none injured) Property damage only (none injured) 2 Property damage only (none injured) 6:41 PM 2 Property damage only (none injured) 2 1 2 2 Property damage only (none injured) 0 0 0 0 0 0 0 0 0 0 0 0 1 2 Unknown Unknown 2 Not Reported 1:05 PM 8:35 PM Master Crash List ‐ Middlesex Turnpike RSA.xlsx Friday Saturday 03‐Oct‐2009 11‐Dec‐2009 8:50 AM Friday 02‐Oct‐2009 Wednesday 8:44 PM Friday 18‐Sep‐2009 02‐Dec‐2009 5:10 PM Thursday 24‐Sep‐2009 Property damage only (none injured) Non‐fatal injury 2 Property damage only (none injured) Non‐fatal 4:41 PM injury Non‐fatal 11:33 AM injury 1:25 PM 11‐Aug‐2009 Tuesday Wednesday 1:30 AM 14‐Aug‐2008 Thursday 2 2 Property damage only (none injured) Not Reported 2 Not Reported 4:30 PM Monday 30‐Jun‐2008 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1:Not reported / V2:Not reported V1:Not reported / V2:Not reported V1: Travelling straight ahead / V2:Entering traffic lane V1: Travelling straight ahead / V2:Turning left V1:Northbound / V2:Northbound V1: Travelling straight ahead / V2:Travelling straight ahead V1: Slowing or stopped in traffic / V2:Slowing or V1:Not reported / stopped in traffic V2:Not reported V1:Southbound / V2:Southbound V1:Not reported / V2:Not reported Not reported Not reported Rear‐end Angle Rear‐end Not reported Not reported Not reported Angle Not reported V1: Not Reported V1:Not reported / V2:Not reported V1: Turning left / V2:Travelling straight ahead V1: Not Reported V1: Not Reported V1: Travelling straight ahead / V2: Slowing or stopped V1: Travelling straight ahead / V2:Travelling straight ahead V1: Not Reported V1: Not Reported V1: Northbound / V2: Northbound V1:Westbound / V2:Northbound V1: Slowing or stopped in traffic / V2:Slowing or V1:Not reported / stopped in traffic V2:Not reported V1:Northbound / V2:Northbound V1: Travelling straight ahead / V2:Entering traffic lane V1: Turning left / V2:Travelling straight V1:Northbound / ahead V2:Eastbound V1: Slowing or stopped in traffic V1:Not reported V1: Not Reported Sideswipe, same V1: Travelling straight V1:Northbound / direction ahead / V2:Turning right V2:Northbound Angle Angle Rear‐end Not reported Rear‐end V1: Travelling straight ahead / V2:Travelling straight ahead 2 Property damage only (none injured) Rear‐end 6:15 AM Sunday 10‐Feb‐2008 0 2 6:39 PM Wednesday 30‐Jan‐2008 0 V1: Travelling straight ahead / V2:Travelling straight ahead Property damage only (none injured) Vehicle Travel Directions Vehicle Configuration Road Surface Condition Dry Dry V1: Not Reported Sheet 1 of 3 V1: Not Reported V1: Not Reported Unknown Unknown Unknown Unknown Daylight V1: Not Reported Daylight V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger Car / V2: CO Dry vehicle in traffic Dark ‐ lighted roadway Not reported Not reported Daylight Daylight V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Not reported / vehicle in traffic V2:Passenger car Wet V1: Not reported / V1: Collision with motor V2:Light truck(van, mini‐ van, panel, pickup, vehicle in traffic / V2: sport utility) with only Collision with motor four tires Dry vehicle in traffic V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Not reported Not reported V1: Light truck(van, V1: Collision with motor mini‐van, panel, pickup, vehicle in traffic / V2: sport utility) with only Collision with motor four tires / vehicle in traffic V2:Passenger car Not reported V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Passenger car V1: Collision with pedestrian V1: Passenger car Unknown Daylight Unknown V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Tractor/semi‐trailer Dry V1: Not Reported Daylight Wet V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Passenger car V1: Not Reported Daylight Daylight Not reported Dark ‐ lighted roadway Dark ‐ lighted roadway Ambient Light V1: Passenger car / V2:Passenger car Dry V1: Light truck(van, mini‐van, panel, pickup, sport utility) with only four tires / V2:Light V1: Collision with motor truck(van, mini‐van, vehicle in traffic / V2: panel, pickup, sport Collision with motor utility) with only four vehicle in traffic tires Dry V1: Not reported / V2: Not reported V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Passenger car Dry V1: Light truck(van, mini‐van, panel, pickup, sport utility) with only V1: Not reported / V2: four tires / Not reported V2:Passenger car Wet V1: Passenger car / V1: Collision with motor V2:Light truck(van, mini‐ van, panel, pickup, vehicle in traffic / V2: sport utility) with only Collision with motor four tires Not reported vehicle in traffic Most Harmful Events Massachusetts Department of Transportation Crash Report for Middlesex Turnpike at I‐95 SB Ramps Vehicle Action Prior to Crash Total Number of Nonfatal Total Fatal Manner of Crash Severity Vehicles Injuries Injuries Collision Crash Crash Date Day of Week Time Crash Year 2008 Unknown Unknown Clear Clear Rain Not Reported Not Reported Clear Clear Unknown Clear Rain Clear Clear Not Reported Snow Clear Weather Condition MIDDLESEX TURNPIKE / I‐95 SB Ramps At Roadway Intersection MIDDLESEX TURNPIKE / ROUTE 128 SB MIDDLESEX TURNPIKE / ROUTE 128 SB 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE / ROUTE 128 SB 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE 98 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE 96 MIDDLESEX TURNPIKE 90 MIDDLESEX TURNPIKE Distance from Nearest Roadway Intersection P2:Pedestrian Non Motorist Type Friday Saturday Friday Tuesday Saturday Thursday Wednesday 22‐Jan‐2010 23‐Jan‐2010 12‐Feb‐2010 16‐Feb‐2010 20‐Feb‐2010 25‐Feb‐2010 14‐Apr‐2010 2 Property damage only (none injured) 2 5 Property damage only 11:02 AM (none injured) 2 2 Property damage only 12:26 PM (none injured) Property damage only (none injured) 3:19 PM 06‐May‐2010 Thursday Wednesday Friday Monday 09‐Jun‐2010 18‐Jun‐2010 28‐Jun‐2010 9‐Aug‐2010 2 2 Property damage only 12:50 PM (none injured) Property damage only 10:24 PM (none injured) 8:38 AM 24‐Aug‐2010 Tuesday 25‐Aug‐2010 Wednesday Friday Saturday 10‐Sep‐2010 11‐Sep‐2010 Property damage only (none injured) Master Crash List ‐ Middlesex Turnpike RSA.xlsx 4:22 PM 2 Property damage only (none injured) 2:47 PM 23‐Aug‐2010 Monday 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 Unknown Unknown 2 Property damage only 12:43 PM (none injured) Monday Unknown 2 12:06 PM Not Reported 4:05 PM 2 Property damage only (none injured) 7:18 AM Property damage only (none injured) 2 1 Property damage only (none injured) 5:35 PM Unknown 2 Not Reported Unknown 4:47 PM 4:00 PM Property damage only (none injured) Unknown 2 Property damage only (none injured) Unknown 2 3:41 PM 5:26 PM 3:34 PM Sunday 17‐Jan‐2010 9:51 AM 1:33 PM Monday 23‐Dec‐2009 Wednesday Crash Year 2010 21‐Dec‐2009 Property damage only (none injured) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Rear‐end Not reported V1: Not Reported V1: Not Reported V1:Eastbound / V2:Northbound V1: Not Reported V1: Not Reported V1: Turning left / V2:Travelling straight ahead V1: Not Reported V1: Slowing or stopped in traffic / V2:Slowing or V1:Eastbound / stopped in traffic V2:Eastbound V1: Not Reported V1:Northbound / V2:Northbound V1: Not Reported V1: Not Reported Sheet 2 of 3 Dry V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Passenger car Wet Unknown Unknown Unknown V1: Passenger car / V2:Passenger car V1: Not Reported V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Passenger car V1: Passenger car / V1: Not Reported V2:Passenger car V1: Not Reported V1: Not Reported Dry Unknown Dry V1: Not Reported Dry Dry V1: Collision with motor vehicle in traffic / V2: V1: Eastbound / V2: Collision with motor V1: Passenger car / Eastbound vehicle in traffic V2:Passenger car V1:Southbound / V2:Eastbound V1: Travelling straight ahead / V2:Turning left V1: Not Reported V1: Collision with motor vehicle in traffic / V2: V1: Passenger car / Not reported V2:Not reported V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Passenger car V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Not reported / vehicle in traffic V2:Not reported V1: Not Reported V1: Not Reported V1: Slowing or stopped in traffic / V2:Not V1:Northbound / reported V2:Not reported V1: Travelling straight ahead / V2:Entering traffic lane V1: Passenger car / V2: Unknown Wet V1: Passenger Car / V2: Not Reported / V3: Not Reported / V4: Passenger Car / V5: Passenger Car Unknown V1: Not Reported Unknown V1: Passenger car / V1: Collision with motor V2:Light truck(van, mini‐ van, panel, pickup, vehicle in traffic / V2: sport utility) with only Collision with motor four tires Snow vehicle in traffic V1: Collision with pedestrian V1: Passenger car Dry V1: Not Reported Daylight Unknown Dark ‐ lighted roadway Unknown Unknown Daylight Daylight Unknown Daylight Daylight Unknown Daylight Daylight Dusk Unknown Daylight Unknown Daylight V1: Not Reported Unknown V1: Light truck(van, V1: Collision with motor mini‐van, panel, pickup, vehicle in traffic / V2: sport utility) with only Collision with parked four tires / motor vehicle V2:Passenger car Dry V1: Light truck(van, V1: Collision with motor mini‐van, panel, pickup, vehicle in traffic / V2: sport utility) with only Collision with motor four tires / vehicle in traffic V2:Passenger car Dry V1: Not Reported Daylight Dry V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Passenger car Daylight Snow V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Not reported / vehicle in traffic V2:Not reported V1: Collision with motor V1: Turning left / vehicle in traffic / V2: V2:Travelling straight V1: Eastbound / V2: Collision with motor ahead Southbound vehicle in traffic V1: Not Reported / V2: V1: Not Reported / V1: Not Reported / V2: Not Reported / V3: Not V2: Not Reported / Not Reported / V3: Not Reported / V4: Not V3: Not Reported / Reported / V4: Not Reported / V5: Not V4: Not Reported / Reported / V5: Not Reported V5: Not Reported Reported V1: Other / V2:Travelling V1:Not reported / straight ahead V2:Not reported V1: Travelling straight ahead V1:Not reported V1: Not Reported V1: Slowing or stopped in traffic / V2:Turning V1:Not reported / right V2:Not reported V1: Not Reported V1: Slowing or stopped in traffic / V2:Slowing or V1:Not reported / stopped in traffic V2:Not reported V1: Slowing or stopped V1:Northbound / in traffic / V2:Backing V2:Northbound V1: Changing lanes / Sideswipe, same V2:Travelling straight direction ahead Not reported Not reported Rear‐end Angle Not reported Angle Angle Unknown Angle Angle Single vehicle crash Not reported Angle Not reported Rear‐end Rear‐end Rear‐end V1: Slowing or stopped in traffic / V2:Slowing or V1:Not reported / stopped in traffic V2:Not reported Clear Unknown Cloudy Unknown Unknown Clear Clear Unknown Clear Cloudy Unknown Rain Clear Snow/Blowing sand, snow Unknown Clear Unknown Clear Clear Cloudy MIDDLESEX TURNPIKE / I‐95 SB Ramps MIDDLESEX TURNPIKE / I‐95 SB Ramps 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE / ROUTE 128 SB MIDDLESEX TURNPIKE / ROUTE 128 SB MIDDLESEX TURNPIKE / ROUTE 128 SB 75 MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE / ROUTE 128 SB 76 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE / ROUTE 128 SB 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE / ROUTE 128 SB 75 MIDDLESEX TURNPIKE MIDDLESEX TURNPIKE / ROUTE 128 SB 75 MIDDLESEX TURNPIKE 75 MIDDLESEX TURNPIKE P2:Pedestrian CRATE AND BARRELL 1 Property damage only (none injured) Property damage only (none injured) 6:27 AM 3:54 PM Friday Wednesday 18‐Feb‐2011 23‐Feb‐2011 Master Crash List ‐ Middlesex Turnpike RSA.xlsx 2 Unknown 8:26 AM Tuesday 18‐Jan‐2011 0 1 0 0 0 0 0 Unknown Unknown 2 10:47 AM Unknown 30‐Dec‐2010 Thursday Crash Year 2011 2 9:49 AM Non‐fatal injury 30‐Nov‐2010 Tuesday 2 3:11 PM Property damage only (none injured) 09‐Nov‐2010 Tuesday 3 Property damage only (none injured) 9:47 PM Monday 8‐Nov‐2010 2 Saturday 6‐Nov‐2010 Property damage only 12:12 PM (none injured) 0 0 0 0 0 0 0 0 Single vehicle crash Rear‐end V1: Not Reported V1: Not Reported V1: Not Reported V1: Stopped or slowing / V1:Southbound / V2: Entering Traffic lane V2:Southbound V1: Not Reported V1: Eastbound / V2: Eastbound V1: Not Reported / V2: Not Reported V1: Turning left / Sideswipe, same V2:Travelling straight direction ahead V1: Not Reported / V2: Not reported Not Reported Not reported V1:Southbound / V2:Southbound V1: Not Reported / V2: V1: Not Reported / Not Reported / V3: Not V2: Not Reported / Reported V3: Not Reported V1: Not Reported / V2: Not Reported Sideswipe, same V1: Making U‐turn / direction V2:Turning left Not reported Rear‐end V1: Not Reported / V2: Not Reported V1: Passenger car V1: Not Reported Sheet 3 of 3 V1: Passenger car V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Passenger car V1: Not Reported Unknown Wet Unknown Unknown Daylight Unknown Unknown Daylight Daylight V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Tractor/semi‐trailer vehicle in traffic / V2:Truck/trailer Dry V1: Passenger Car / V2: Pick‐up Truck Dry V1: Not Reported / V2: Not Reported Unknown Unknown V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic / V3: V1: Passenger Car / V2: Collision with motor Passenger Car / V3: Not vehicle in traffic Reported Unknown V1: Collision with motor vehicle in traffic / V2: Collision with motor vehicle in traffic V1: Not Reported / V2: Not Reported Unknown Unknown V1: Collision with motor vehicle in traffic / V2: Collision with motor V1: Passenger car / vehicle in traffic V2:Passenger car Unknown Clear Unknown Unknown Clear Clear Unknown Unknown MIDDLESEX TURNPIKE / I‐95 SB Ramps MIDDLESEX TURNPIKE / I‐95 SB Ramps MIDDLESEX TURNPIKE / I‐95 SB Ramps MIDDLESEX TURNPIKE / ROUTE 128 SB MIDDLESEX TURNPIKE / ROUTE 128 SB MIDDLESEX TURNPIKE / ROUTE 128 SB 75 MIDDLESEX TURNPIKE / Rte 3 MIDDLESEX TURNPIKE / ROUTE 128 SB Middlesex Tumpike - Burlington, Massachusetts Road Safety Audit LOCATION: CITY/STATE: TIME PERIOD: PREPARED BY: SOURCE: Middlesex Turnpike @ Interstate 95 (South) Burlington, Massachsuetts 2008-2011 TEC, Inc./ Samuel W. Gregorio, E.I.T./ Daniel A Shea, E.I.T. Burlington Police Dept, MassDOT ED Nov D4, '09, D8:50 DRY, DAY, O.R v --­ SHOW FOR COLLISION - BACKING VEHICLE ----­ \._ ~ SIDESWIPE COLLISION _____..., ............ -----..p ---­ VEHICLE PATH PEDESTRIAN COUISION REAR-END COLLISION HEAD-ON COWSION • ANGLED COWSION = FIXED OWECT COLLISION --v-+ OVERTURNED VEHICLE --/'v-+ OUT-OF-CONTROL VEHICLE 1. Approximate location of collision, 2. Direction of collision, 3. Type of collision and vehicles Involved, 4. Time, Day, Date 5. Any other pertinent factors mentioned on the report. MOVEABLE OWECT PARKED VEHICLE 0 PERSONAL INJURY • FATALITY E EJECTION SUMMARY OF CRASHES ON DIAGRAM [no fatal collisions] REAR-END SIDESWIPE HEAD-ON ANGLED SINGLE VEH PROPERTY DAMAGE ONLY 7 4 0 4 0 NON-FATAL INJURY 0 0 0 0 0 0 0 0 UNKNOWN /NOT REPORTED 0 0 0 0 0 0 0 0 TOTAL 7 4 0 4 0 TOTAL 15 Collision Diagram 2008-2011 Collision Data Middlesex Turnpike @ I‐95 Southbound Ramps Month January February March April May June July August September October November December % 11% 16% 0% 2% 2% 9% 2% 16% 9% 9% 13% 11% Day of Week Sunday Monday Tuesday Wednesday Thursday Friday Saturday 7% 13% 13% 22% 13% 20% 11% Time of Day 6AM ‐ 9AM 9AM ‐ 3PM 3PM ‐ 6PM 6PM ‐ 6AM 13% 36% 38% 13% Manner of Collision Single Vehicle Crash Rear‐end Angled Sideswipe, same direction Sideswipe, opp direction Head‐on Rear‐to‐Rear Unknown / Not Reported 4% 27% 22% 9% 0% 0% 0% 38% Weather Conditions Clear Cloudy Rain Snow Sleet, Hail, Freezing Rain Fog, Smog, Smoke Crosswinds Blowing Sand, snow, dust Other Unknown / Not Reported 42% 7% 7% 2% 0% 0% 0% 2% 0% 40% Road Surface Dry Wet Snow Ice Sand, Mud, Dirt, Oil, Gravel Water Slush Other Unknown / Not Reported 42% 13% 4% 0% 0% 0% 0% 0% 40% 18% 16% 14% 12% 10% 8% 6% 4% 2% 0% 25% 20% 15% 10% 5% 0% 40% 20% 0% 6AM ‐ 9AM 9AM ‐ 3PM 3PM ‐ 6PM 6PM ‐ 6AM 1 3 5 7 40% 30% 20% 10% 0% 2 4 6 8 45% 40% 35% 30% 25% 20% 15% 10% 5% 0% 1 2 3 4 5 6 7 8 9 10 50% 40% 30% 20% 10% 0% 1 2 3 4 5 6 7 8 9 Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Appendix D. Speed Regulation Data Additional appendices should be provided for any additional information about the site that is not provided in the report. Road Safety Audit – Middlesex Turnpike between Wheeler Road (East) and I-95 Southbound Ramps Prepared by TEC, Inc. Appendix E. Traffic Volume Data Additional appendices should be provided for any additional information about the site that is not provided in the report. Accurate Counts Location : Middlesex Turnpike Location : Between Route 95 Ramps City/State: Burlington, MA Counter : 13735 Start Time 12:00AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 Lane Day AM Peak Vol. PM Peak Vol. 12-Sep-11 NB SB --· ~~ Tue NB * * * ~ * *. * * n "'­ * ~~ . * Wed SB * * * * * -~-~ *IL._~~-~ .; * .....--------.--­ * * ~ ! r * r * .., * * * * * * * * * * -·..--------­ . __...._..___ * * * * * * * * . ---..----·--· * * * * * * * * ' * * - - -* - - - * * * * * * * * . I: ~ *' * * ·-­ * * - - * -----~ * * --- * * * * * -* * * * NB ~- -~ ~~~ --.--~~-,... , _.___. _ ______ < ..._ ~ 0 0 0 0 0 0 ADT40,242 SB 86 57 19 ~ ­ =- NB 57 24 17 Sat SB ~ NB 105 - 51 32 - ~ ~ ~ < --~~~-~ -- _. ~~·~--- ~ ~ - .. -- ~ r r=- ~~~-~---~-~ !I * * *- •. ,.------..-.-..~ = J ...~ ~ -~ -- ~- ~ •· * -~ ~ -~ NB 54 33 20 ---.- * *• * * ~~~.~----.- -~-- 0 ~ Fri Sun Week Average SB NB SB NB SB * 99 181 * * 72 122 ·­ -* ' - - - - 36 * 62 ' 99 * 73 ­ * 23 40 ---* * --- 23 _ 27 - ,, .- _ ..--.: * -- 15 22. 18 -·­ 24 20 - 19 --· - _1~ -- 31 41 * 34 37 38 32 19 * * 37 30 - 173 - 135 ' - 17~ *• *' 133 119 72 - 15_Q" - ~2 * 474 481 452 497 - 171 - 168 * * - 366 382 ~. I" 1077 99_0~ : _ 9]4. 2_ro - 309 769 · ­ 777 * * 1Q4Z. * ' 1467 - 1141' - 1436 977 472 - 448 1122 - ....,... 855 * * ~ 1361 - 871 - 1309 - 831 861 - 589 * * -- 1177 764 1275 * 856 1329 1004 1325 865 * * 1310 908 1372 1633 1320 1461 1136 1261 1452 1239 * * * 1585 1676 1488 1705 1470 1531 1390 * 1655 -·­ ** 1701 1 1494' 14_()4 - 1385 - 1612 * 1589 1572 * 1489 1643 1 . 1617 1§14 J - f&oa * 1387 - 1341 * * 1515 1&22 1612 . - 1583 - - * 1380 1284 1547 * - - * - 1513 ' ~-- 1410 136~ * 1511 1345 1591 . - 1381 - 1579 1547 1560 1424 * * 1655 1512 1723 - 1540 - 16~ * 1szal' :__ 1517 1500 * * * 1470 1519 1452 -----1356 1692 - 1346 * * - 1560 1385 * . 1240­ ~ 1246 1155 -- 1395 1100 1288 *· * •-- 1249 1228 * 711 * 1089 * 985 - 851 1087 - 852 805 --·-· 1054 * :-­ 497 -- ~33 - - 44_3' - 899 -- * 436 -- 775" 459 --- ...... 869 *· 251 430 280 280 618 270 560 631 * -- * 237 * 130 164 173 265 158 282 * * 154 0 20378 21928 19206 18841 20505 19485 0 19105 20508 0 39483 42436 38047 0 39990 11:00 11:00 08:00 08:00 11:00 11:00 11:00 11:00 1239 1457 1451 1261 1452 1141 1533 1320 17:00 14:00 17:00 14:00 17:00 17:00 14:00 13:00 1678 1522 1655 1512 1723 1701 1617 1608 -~-.,~~~. -~-- - - ­ ~~·"---- -~--~~-··· .- * * * * * * * * * * * 11503001 Site Code: 11503001 Thu SB ~-- . ----.--. _____ Comb. Total ADT * * * * * * * Page 1 978-664-2565 * * 0 0 0 0 AADT40,242 39483 42436 38047 0 l~ 39990 Page 1 Accurate Counts 978-664-2565 Location : Middlesex Turnpike Location : Between Route 95 Ramps City/State: Burlington, MA Counter : 13735 11503001 Site Code: 11503001 SB Start Time 12:00 12:15 12:30 12:45 01:00 01 :15,________ ~ 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 0.5:45 06:00 06:15 06:30 0_&:45 07:00 07:15 Hour Totals Momin Afternoon Combined Totals Momin Afternoon 3073 2189 07:3=0---~.,.--~ 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Total Percent 2261 1696 2232 1211 681 1372 2508 13237 33.5% 294 26246 66.5% Page2 Accurate Counts 978-664-2565 Location : Middlesex Turnpike Location : Between Route 95 Ramps City/State: Burlington, MA Counter : 13735 Start Time 12:00 12:15 12:30 12:45 01:00 Ot _t5 01:30 01:45 02:00 02:15 02:30 02:45 03:00 Q3:_15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 19:45 11:00 11:15 11:30 11:45 Total Percent 16-Sep-11 Fri Mornin 16 10 15 16 4 9 5 6 7 5 3 2 1 8 0 10 8 4 4 21 13 28 56 78 79 104 111 158 176 203 269 312 351 338 370 377 322 321 318 348 336 316 340 337 355 3J)8 360 460 7348 33.5% Hour Totals Mornin Afternoon 11503001 Site Code: 11503001 Hour Totals Mornin Afternoon Combined Totals Mornin Afternoon 3122 3263 2635 1938 143.0 1533 1320 265 2853 13343 31 .4% 438 29093 68.6% Page 3 Accurate Counts 978-664-2565 Location : Middlesex Turnpike Location :Between Route 95 Ramps City/State: Burlington, MA Counter : 13735 Start Time 12:00 l2·:1~ 12:30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 0_2:45 03:00 03:15 03:30 03:4~ 04:00 04:15 04:30 04.:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 07:4_5 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:4_5 10:00 10:15 10:30 10:45 11:00 11:15 11:30 11:45 Total Percent Grand Total Percent ADT NB Momin 36 29 25 15 17 18 6 10 11 9 4 8 3 8 5 3 11 4 5 12 6 8 12 26 20 32 49 70 45 56 72 97 89 97 123 163 148 203 228 282 293 296 345 391 327 354 373 397 4841 ADT40,242 11503001 Site Code: 11503001 Combined Totals Momin Afternoon 286 3066 1941 1342 1325 1451 898 158 AADT 40,242 440 ' 29124 76.5% 84463 70.4% Appendix F. RSA References Road Safety Audit References Massachusetts Traffic Safety Toolbox, Massachusetts Highway Department, www.mhd.state.ma.us/safetytoolbox. Road Safety Audits, A Synthesis of Highway Practice. NCHRP Synthesis 336. Transportation Research Board, National Cooperative Highway Research Program, 2004. Road Safety Audits. Institute of Transportation Engineers and U.S. Department of Transportation, Federal Highway Administration, www.roadwaysafetyaudits.org. FHWA Road Safety Audit Guidelines. U.S. Department of Transportation, Federal Highway Administration, 2006. Road Safety Audit, 2nd edition. Austroads, 2000. Road Safety Audits. ITE Technical Council Committee 4S-7. Institute of Transportation Engineers, February 1995.