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ROAD SAFETY AUDIT

Commercial Street (Lynnway [Rt. 1A] to Summer Street)

City of Lynn

June 24, 2016

Prepared For: MA Department of Conservation and Recreation

City of Lynn, Massachusetts

Prepared By: TEC, Inc.

65 Glenn Street Lawrence, MA 01843

Road Safety Audit – Commercial Street (Lynnway to Summer Street) Prepared by TEC, Inc.

Table of Contents

Contents Background ................................................................................................................................. 1

Project Data ................................................................................................................................. 1

Project Location and Description .............................................................................................. 3

Audit Observations and Potential Safety Enhancements........................................................ 9

Summary of Road Safety Audit ............................................................................................... 23

List of Appendices

Appendix A. RSA Meeting Agenda Appendix B. RSA Audit Team Contact List Appendix C. Detailed Crash Data Appendix D. Additional Information

List of Figures

Figure 1: Locus Map .................................................................................................................................. 5

List of Tables

Table 1: Participating Audit Team Members ............................................................................................. 2 Table 2: Crash Rates by Intersection ......................................................................................................... 6 Table 3: Estimated Time Frame and Costs Breakdown ........................................................................... 23 Table 4: Potential Safety Enhancement Summary................................................................................... 24


Background TEC, Inc., in cooperation with the City of Lynn, the Department of Conservation and Recreation (DCR), and the Massachusetts Department of Transportation (MassDOT), is evaluating the existing traffic safety characteristics along the Commercial Street corridor between the Lynnway (Route 1A) and Summer Street in Lynn, Massachusetts. TEC is conducting this safety evaluation as the first step towards the preparation of a Draft Environmental Impact Report (DEIR) to be submitted to the Massachusetts Environmental Policy Act (MEPA) office for the Lynn Gear Works Redevelopment Project along the Lynnway (Route 1A).

Road Safety Audit Justification

In conjunction with the preliminary design (pre-25% Design) stage for these improvements, TEC, Inc. is submitting this Road Safety Audit (RSA) report for the Commercial Street corridor between the Lynnway and Summer Street within Downtown Lynn. 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. The purpose of the RSA is to observe, identify, and report all safety issues and identify future opportunities for safety enhancement improvements for all roadway users. This includes identifying both short-term and long-term safety improvements that can be implemented through general maintenance, immediate installation/removal, or could be potentially incorporated into future improvement projects.

The U.S. Congress enacted the “Safe, Accountable, Flexible, Efficient, Transportation Act - A Legacy for Users” (SAFETEA-LU) in August 2005. This act provides guidance and funding for the implementation of a State Highway Safety Improvement Program (HSIP). As part of this Program, all states are required to develop a Strategic Highway Safety Plan (SHSP). The Massachusetts Department of Transportation (MassDOT) guidelines require an RSA be conducted where HSIP-eligible crash clusters are present within the study area of a transportation improvement project prior to commencing or finalizing a 25% Design; in this case, during the DEIR stage of permitting. An intersection is defined as HSIP-eligible if the intersection is within the top 5% of clusters in its respective Regional Planning Commission (RPC) boundaries based on Equivalent Property Damage Only (EPDO). EPDO rates crashes based on the crash severity.

Based on the published MassDOT database, the intersection of Lynnway / Commercial Street was designated as 2013 HSIP-eligible (current eligibility). In addition, the intersection of Commercial Street / Summer Street was designated as a 2013 HSIP-eligible pedestrian cluster (current eligibility).

Project Data TEC, Inc. of Lawrence, Massachusetts is the primary traffic safety investigation consultant in this RSA for this section of the Commercial Street corridor. The RSA was conducted on Tuesday, May 31, 2016 at 9:30 AM, with the pre- and post-audit meetings held at Lynn City Hall, located at 3 City Hall Square in Downtown Lynn. A copy of the RSA agenda can be found in Appendix A. TEC has also conducted various other field visits to the audit location as part of its Environmental Notification Form (ENF) and Draft Environmental Impact Report (DEIR) scoping and planning.

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As presented in Table 1 below, the audit team consisted of a cross-section of state, regional, and local engineering, enforcement, maintenance, and emergency response professionals and was assembled in conjunction with input from MassDOT’s Traffic Safety Management Unit. Contact information for all participating audit team members is provided in Appendix B.

Table 1: Participating Audit Team Members Audit Team Member Agency/Affiliation Robert LeBlanc Lynn Police Department

William Murray Lynn Fire Department

Andrew Hall Lynn Department of Public Works

Lisa Schletzbaum MassDOT Traffic Safety

Derek Caldwell MassDOT District 4

Samuel Gregorio TEC, Inc.

Eric Paquette TEC, Inc.

Audit participants were provided with materials to review prior to the audit meeting. The materials included a summary of crash data, collision diagrams (See Appendix), a summary of the type and severity of crashes, and traffic volume data. 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 to discuss the project’s background, the audit process, review the distributed materials, and discuss some of the issues that Team members had observed individually. The audit site walk consisted of field observations at the audit intersections and along the Commercial Street corridor. Handwritten notes and photographs documented the observations made by audit team members during the site walk. Following the audit site walk, a post-audit meeting was held where the Team confirmed the observations made in the field and offered solutions to enhance the safety of areas noted in the site walk and pre-audit meeting.

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Project Location and Description The Road Safety Audit was conducted along the Commercial Street corridor between the Lynnway (Route 1A) and Summer Street in the City of Lynn, Massachusetts. A Study Area Location Map is provided in Figure 1. A detailed description of the study area roadways and intersections is provided below:

Existing Geometry and Infrastructure Summary

Commercial Street

Commercial Street is a two-lane north-south urban minor arterial roadway maintained by the City of Lynn. The roadway provides local connection between South Common Street to the north and the Lynnway (Route 1A) to the south. Commercial Street continues briefly as a one-way southbound roadway south of the Lynnway, providing direct access to the various industrial sites along the waterfront. Commercial Street is approximately 48 feet wide and provides one travel lane in each direction within the study area. On-street parking is available on both sides of Commercial Street for much of its length. Directional flow along Commercial Street is separated by a marked centerline. The posted speed limit along Commercial Street is 30 MPH; however a MassDOT Speed Regulation is not documented for the roadway. Therefore, the enforceable speed along Commercial Street is 30 MPH per Massachusetts General Law (MGL) Chapter 90, Section 17. Sidewalks are provided along both sides of the roadway. Land uses along Commercial Street include residential, restaurant, retail, commercial, educational, and industrial uses.

Intersection: Commercial Street / Summer Street

Summer Street intersects Commercial Street to form a four-way, semi-actuated, signalized intersection. Although both Commercial Street and Summer Street operate with pre-timed signal timing/phasing, an actuated pedestrian phase is provided via pedestrian push buttons on the intersection corners. The Commercial Street northbound approach consists of a shared left-turn/through lane and an exclusive right-turn lane; however, lane separation markings are not provided. The Commercial Street southbound approach consists of a single general-purpose travel lane. The Summer Street eastbound and westbound approaches both consist of a single general-purpose travel lane. Directional flow on each approach is separated by a marked centerline. Sidewalks are provided along both sides of each street, and crosswalks are present across all four intersection approaches.

Intersection: Commercial Street / Neptune Boulevard / Neptune Street

Neptune Boulevard and Neptune Street intersect Commercial Street to form a four-way, semi-actuated, signalized intersection. The Commercial Street northbound and southbound approaches consist of a single general-purpose travel lane, with directional flow separated by a marked centerline. The Neptune Boulevard westbound approach consists of an exclusive left-turn lane and a shared through/right-turn lane. Lane separation markings are not provided. Directional flow is separated by a landscaped median. U-turns are permissible for the westbound approach. The Neptune Street eastbound approach consists of a single general-purpose travel lane, with directional flow unmarked. Sidewalks are provided along both sides of each street, and crosswalks are present across all four intersection approaches.

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Intersection: Commercial Street / Bennett Street

Bennett Street intersects Commercial Street to form a three-way, unsignalized intersection. The Commercial Street northbound and southbound approaches consist of a single general-purpose travel lane, with directional flow separated by a marked centerline. On-street parking is provided along the easterly side of the roadway. The Bennett Street eastbound approach consists of a single general-purpose travel lane. Lane separation markings are not provided. Sidewalks are provided along both sides of each street. A crosswalk and STOP bar were present previously across the Bennett Street eastbound approach; however, both were completely faded at the time of the RSA.

Intersection: Commercial Street / Alley Street

Alley Street intersects Commercial Street to form a three-way, unsignalized intersection. The Commercial Street northbound and southbound approaches consist of a single general-purpose travel lane, with directional flow separated by a marked centerline. The Alley Street westbound approach consists of a single general-purpose travel lane with on-street parking permitted along the northerly side of the roadway. Lane separation markings are not provided. Sidewalks are provided along both sides of each street. A crosswalk and STOP bar are present across the Alley Street westbound approach.

Intersection: Lynnway (Route 1A) / Commercial Street

Commercial Street intersects the Lynnway to form a four-legged (three-way), fully-actuated, signalized intersection. This intersection is currently under the jurisdiction of the Massachusetts DCR. The Lynnway eastbound approach consists of an exclusive left-turn lane, two through lanes, and a shared through/right-turn lane. The Lynnway westbound approach consists of three through lanes and an exclusive right-turn lane. U-turns are permissible for the eastbound approach (except for trucks) but are prohibited on the westbound approach. Directional flow along the Lynnway is separated by a raised concrete median west of the intersection and a landscaped median east of the intersection. The Commercial Street southbound approach consists of an exclusive left-turn lane, a through lane, and an exclusive right-turn lane. U-turns are not permitted on the southbound approach. Directional flow along Commercial Street is separated by a marked centerline. Commercial Street continues one-way southbound south of the intersection.

Concrete sidewalks are present along both sides of the Lynnway and along both sides of Commercial Street north of the intersection. Crosswalks are present across the northbound, southbound, and eastbound approaches. A crosswalk and pedestrian accommodations are not provided across the eastern leg.

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Project Location Map & Study Area Intersections


General Crash History

Crash data for the study area intersections was compiled and analyzed for the most-recent consecutive five-year period (2011-2015) on file with the City of Lynn Police Department and supplemented by crash reports provided by MassDOT (2011-2015). The motor vehicle crash data was reviewed to determine if any crash trends exist within the study area.

In addition to examining the number of crashes at the study area intersections, a crash rate was calculated to compare the occurrence of crashes to the volume of traffic passing through the intersections. The crash rate per million entering vehicles (MEV) was calculated using the evening peak hour volumes from the TMCs, and the default MassDOT K-factor of 0.090 was used due to a lack of reliable ATR data in the vicinity of the Project site. The crash rates at each of the study area intersections were compared to the statewide and district-wide averages published by MassDOT in February 2016 to determine the significance of the crash occurrence. The statewide average for signalized intersections is 0.77, and the District 4 average for signalized intersections is 0.73.

The crash rate per MEV for each intersection is provided in Table 3. The original DEIR and RSA study area did not include the intersections of Commercial Street / Bennett Street and Commercial Street / Alley Street; therefore no traffic volume data was available at the time of the RSA. Crash rates have not been calculated for these intersections.

Table 2: Crash Rates by Intersection Intersection Total Crashes Crash Rate Commercial Street @ Summer Street 48 1.61

Commercial Street @ Neptune Street 29 1.29

Commercial Street @ Bennett Street 17 -

Commercial Street @ Alley Street 11 -

Commercial Street @ McDonald’s Drive 14 -

Commercial Street @ Lynnway (Route 1A) 74 0.80

Commercial Street Mid-Block (between Lynnway (Route 1A) and Summer Street)

17 -

Below are crash history summaries for each corridor intersection and for the corridor as a whole as many crash-related safety issues apply to the entire corridor rather than specific individual intersections. Further information regarding crashes are provided in the General Observations Chapter.

Intersection: Commercial Street / Summer Street

The Commercial Street / Summer Street intersection experienced an average of approximately ten (10) crashes per year over the five-year study period, yielding a crash rate of 1.61 crashes per MEV, approximately double the statewide and district-wide averages. Approximately one-third (17 of 48) of the crashes were angled crashes with approximately 29 percent (14 of 48) sideswipe crashes. Half of the sideswipe crashes (7 of 14) were attributed to vehicles sideswiping a parked vehicle.

The crash data depicted five (5) crashes resulting from vehicles attempting to back-out or exit the Full Moon Market on the northwest corner of the intersection. In addition, approximately 40 percent (19 of

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48) crashes occurred during the three-hour time period of 12:00 PM to 3:00 PM. Although not directly noted in the crash reports, this time period coincides with dismissal times for the adjacent schools. Six (6) crashes at the intersection were the result of a vehicle running a red light.

Intersection: Commercial Street / Neptune Boulevard / Neptune Street

The Commercial Street / Neptune Boulevard / Neptune Street intersection experienced an average of approximately six (6) crashes per year over the five-year study period, yielding a crash rate of 1.29 crashes per MEV, significantly above the statewide and district-wide averages. Approximately one-third (11 of 29) of the crashes were angled crashes, while another one-third (10 of 29) were rear-end crashes. Four (4) of the crashes were noted to occur between vehicles attempting to turn left from Commercial Street onto Neptune Boulevard or Neptune Street where the opposing Neptune Boulevard and Neptune Street approach are offset. Three (3) crashes at this location were involved a pedestrian or bicyclist. Four (4) crashes resulted in a vehicle striking a traffic signal post or the traffic signal controller cabinet off the roadway edge.

Intersection: Commercial Street / Bennett Street

The Commercial Street / Bennett Street intersection was not originally included in the DEIR and RSA study areas, and therefore, traffic counts were not collected to calculate MEV crash rates. The Commercial Street / Bennett Street intersection experienced an average of approximately four (4) crashes per year over the five-year study period. Seven (7) of the crashes were rear-end crashes, while six (6) crashes were angle crashes. Three (3) crashes at the intersection involved a cyclist, all of which resulted from a right-turning vehicle exiting Bennett Street striking a cyclist travelling northbound from the southbound lane. Four (4) crashes were the result of a left-turning vehicle from Commercial Street northbound being rear-ended.

Intersection: Commercial Street / Alley Street

The Commercial Street / Alley Street intersection was not originally included in the DEIR and RSA study areas, and therefore, traffic counts were not collected to calculate MEV crash rates. The Commercial Street / Alley Street intersection experienced approximately two (2) crashes per year over the five-year study period. One (1) crash at the intersection involved a bicyclist; similar to crashes at Bennett Street, the cyclist was operating on the incorrect side of Commercial Street. More than half (6 of 11) of the crashes occurred during periods of wet or snow covered pavement.

Intersection: Commercial Street / McDonald’s Rear Driveway

The Commercial Street / McDonald’s Rear Driveway intersection was not originally included in the DEIR and RSA study areas, and therefore, traffic counts were not collected to calculate MEV crash rates. The Commercial Street / McDonald’s Rear Driveway intersection experienced approximately three (3) crashes per year over the five-year study period. A majority of the crashes at this intersection were the result of a vehicle attempting to turn left from the McDonald’s Rear Driveway onto Commercial Street northbound. More than three-quarters (10 of 14) occurred between 6:00 AM to 12:00 PM. Five (5) crashes occurred during periods of wet or snow covered pavement.

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Intersection: Commercial Street / Lynnway (Route 1A)

The Commercial Street / Lynnway (Route 1A) intersection experienced an average of approximately 15 crashes per year over the five-year study period, yielding a crash rate of 0.80 crashes per MEV, comparable to the statewide and district-wide averages for signalized intersections. It should be noted that many crashes at this intersection resulted from driveways immediate off of the centralized intersection and therefore the centralized intersection operates with a crash rate well below the statewide and district-wide averages for signalized intersections.

Almost half (38 of 74) of the crashes were angled or head-on crashes. Roughly one-quarter (19 of 74) of the crashes were rear-end crashes, while approximately 19 percent (14 of 74) of the crashes were sideswipe crashes, primarily between two moving vehicles in adjacent lanes. Approximately half (9 of 19) rear-end crashes occurred on the Lynnway westbound approach.

A significant number of angled crashes at the intersection occurred immediately north of the STOP line along Commercial Street, north of Lynnway. Eight (8) crashes were the result of vehicles attempting to turn left from Commercial Street northbound into the Shell Gas Station. An additional nine (9) crashes occurred for vehicles attempting to left-turn exiting the Shell Gas Station. Finally, an additional seven (7) crashes occurred for vehicles entering or exiting alternative driveways for both the Shell Station and Gulf Gas Station at the intersection. Two (2) pedestrian / bicyclist crashes occurred at the intersection, both within the crosswalk crossing Lynnway west of the intersection. Eight (8) crashes at the intersection were the result of a vehicle running a red light.

Commercial Street Corridor – Mid-Block

The Commercial Street corridor between the Lynnway and Summer Street (non-intersection) experienced an average of approximately three (3) crashes per year over the five-year study period. All but one (1) crash within the non-intersection segments of Commercial Street occurred during daylight conditions. Five (5) of the crashes involved a parked vehicle, including three sideswipes of parked vehicles. Two crashes along the corridor segments were the result of vehicles attempting U-turns within the roadway.

Note that the crash data provided as part of the Appendix indicates the main contributing factor of the crash that was included on the crash report and may not be indicative of what is described in the report narrative.

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Audit Observations and Potential Safety Enhancements Pre- and post- RSA site walk meetings were held at Lynn City Hall, located at 3 City Hall Square in Lynn. The pre-audit meeting included brief introductions, an overview of the future design project and RSA process, and an overview of the safety characteristics of the intersections along the Commercial Street corridor. Each participant was asked to provide his or her concerns and comments related to the safety issues at the study area intersections.

The RSA Team’s field observations and discussions show that the Team has several general concerns about existing conditions in the Study Corridors that may negatively impact safety. Several of these concerns require further evaluation and design work to develop appropriate safety enhancements. More specific safety challenges located at the audit area intersections are also included.

Summary of Safety Concerns

The RSA Team identified the following safety issues along the Commercial Street corridor and at specific intersections within the corridor prior to, during, and after the field visit:

Antiquated traffic signal system and equipment;

Deteriorated or sub-standard pedestrian accommodations

Deteriorated or sub-standard pavement markings

Deteriorated, missing, or non-existent intersection and corridor signage

Roadway centerline alignments

Lack of dedicated left-turn lanes

Red-light running

Commercial Street wrong-way driving

Commercial Street Gas Station and McDonald’s Rear Driveway Access/Egress

On-Street parking maneuvers into traffic

Roadway drainage / presence of debris within roadway

Lack of established MassDOT speed regulations

Non-compliant school zone

Full Moon Market parking lot

The following section provides a detailed summary of the identified safety concerns and potential safety enhancements along the corridor and at the several intersections.

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Safety Issue #1: Antiquated or Damaged Traffic Signal System and Equipment

TEC conducted an inventory of the traffic signal controller and equipment at each signalized intersection within the audit area. This inventory showed several deficiencies with the traffic signals. The following summarizes the traffic signal system deficiencies along the Commercial Street corridor.

Specific Observations:

Vehicular Traffic Signal Housings – Many signal housings along the corridor currently lack backplates, and many indications are missing tunnel visors. The crash data indicated that three (3) crashes along the corridor were the result of solar glare. In addition, many of the intersection approaches do not provide adequate overhead signal housings; both per approach or per lane. For example, all three entering approaches at the intersection of Commercial Street / Lynnway only has one signal housing provided overhead, with all three entering approaches consisting of three of more travel lanes. As Commercial Street and the several cross street approaches experience moderate traffic from heavy vehicles (trucks or school buses), such as delivery vehicles for local business, it is not uncommon for larger vehicles to block post mounted signal housings. This may be a contributing factor to both angled and rear-end crashes, where an approach signal indication is not visible within the cone of vision, or a contributing factor to general red-light running.

Size of Signal Indications – Several signal housings along the corridor consist of 8-inch yellow or green signal indications. Although allowed by MUTCD under Section 4D.07(03)(F), 8-inch indications are inconsistent with other indications in the signal housing and inconsistent with other signal indications along the corridor. 8-inch indications can provide for insufficient visibility to the applicable traffic signal; especially during periods of solar glare and during the overnight hours.

Pedestrian Signal Equipment / Phasing – Although pedestrian signal equipment is provided at all of the signalized intersections within the corridor, many pedestrian signal housings are damaged or rotated away from the crosswalk path. The following deficiencies were noted:

The pedestrian signal indications for the crosswalk across Commercial Street, south of Summer Street, are currently misaligned by 90 degrees.

The “FLASHING DON’T WALK” indication is not visible during the associated phase on the signal housing facing north within the Neptune Boulevard median.

The pedestrian signal housing on the southwest corner of the Commercial Street / Neptune Street intersection is completely blocked by an adjacent utility pole.

Image 1: Traffic Signal Housing at Summer Street

with Missing Visors and Backplates.

Image 2: Pedestrian Signal Housing Facing Incorrect

Direction at Summer Street.

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Image 3: Cyclist Crossing in Crosswalk with Conflicting

Green Arrow Operating.

1. Retrofit all “rigidly mounted” traffic signal housings along the corridor with new retroreflective back plates and new tunnel visors to provide improved signal visibility to traffic signal indications.

2. Relocate or reposition existing traffic signal housings over the center of their respective lanes and facing their intended lane(s) to provide enhanced signal visibility for each

The pedestrian push button on the northwest corner of the Commercial Street / Lynnway intersection, for the crosswalk across Commercial Street, is not operational.

In addition to specific pedestrian signal equipment items, many push buttons throughout the corridor are not compliant with the guidance provided in the Manual on Uniform Traffic Control Devices (MUTCD). In addition, push buttons at several locations were further away from the associated ramp opening than recommended in the MUTCD under Section 4E.08. With non-operational push buttons, extended cycle lengths along the corridor, and insufficient pedestrian crossing times, audit participants frequently observed pedestrians crossing on the “DON’T WALK” intervals or crossing Commercial Street and the several cross streets at unmarked midblock locations. This poses a significant safety issue for motorists who may be unaware of pedestrian travel habits. Nine (9) crashes along the corridor involved a pedestrian or cyclist (cyclist were regularly observed to utilize the crosswalk and not travel within the roadway).

Commercial Street Right-Turn Green Arrow Indication – The side-mounted signal housing on the southwest corner of the Commercial Street / Lynnway intersection currently displays a protected right-turn arrow on the Commercial Street traffic signal phase which conflicts with the concurrent pedestrian phase across the Lynnway, west of the intersection. One (1) crash was reported at this intersection between a Commercial Street southbound right-turning vehicle and a cyclist riding in the crosswalk. Although the report did not indicate whether the concurrent phase was active, the conflicting movements pose a significant safety issue.

The side-mounted signal housing on the southwest corner of the Commercial Street / Lynnway intersection also currently displays a protected right-turn arrow as an overlap to the Lynnway northbound protected left-turn phase. U-turns are permitted along the Lynnway northbound approach; therefore, the U-turn movement and right-turn overlap movement result in a conflict. Although no crashes were reported to occur between Lynnway eastbound U-turns and Commercial Street southbound right-turns, this conflicting movement has the potential to result in crashes.

Damaged Equipment – Several signal posts and poles along the corridor were observed to be severally damaged. This includes excessive rusting on poles and locations with damaged bases, contributing to the exposure of traffic signal wiring. Locations where wires are exposed to the elements can lead to sudden loss of power to the traffic signal or for signals to operate on flash-mode, thus leading to uncontrolled vehicular and pedestrian movements. Although not directly related to exposed wiring, two (2) crashes have occurred along the corridor during flash-mode.

Potential Safety Enhancements:

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traffic movements. Add additional traffic signal housings as necessary to provide a minimum of one (1) signal housings per lane on the far side of the intersection. Note that current mast arm loading requirements may necessitate new mast arms and poles with additional signal housings.

3. Repair or reposition existing pedestrian signal housings that are currently malfunctioning, are blocked, or are facing the incorrect direction to improve pedestrian indication visibility.

4. Retrofit accessible pedestrian push buttons at all signalized intersections within the corridor to assist impaired pedestrians. Locate new pedestrian push buttons at locations accessible to the crosswalk path and opening per MUTCD standards.

5. Consider removing the concurrent pedestrian phases from the Commercial Street / Lynnway signalized intersections and implementing exclusive pedestrian phasing. With low pedestrian activity at the intersection, this would improve both signal operations, but remove conflict with current signal indications.

6. Retime the pedestrian phases at each intersection to provide sufficient walking and clearance intervals.

7. Remove the protected right-turn indication from the side-mounted signal housing on the southwest corner of the Commercial Street / Lynnway intersection during the concurrent pedestrian phase. This improvement will remove the existing ’protected’ conflict between pedestrians and right-turning vehicles.

8. Remove the protected right-turn indication from the side-mounted signal housing on the southwest corner of the Commercial Street / Lynnway intersection during the overlap for the Lynnway eastbound protected left-turn phase and provide R10-30 “RIGHT TURN ON RED MUST YIELD TO U-TURN” signage along Commercial Street southbound approach. This improvement will remove the existing ’protected’ conflict between U-turns and right-turning vehicles.

9. Replace door panels and pole/post bases at locations along corridor where wires are currently exposed to the elements to provide protection for the traffic signal equipment.

Safety Issue #2: Deteriorated or Sub-Standard Pedestrian and Bicycle Accommodations


Pedestrian Signal Equipment / Phasing – See Safety Issue #1: “Antiquated Traffic Signal System and Equipment” for observations related to pedestrian traffic signal equipment.

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Accessible Curb Ramps – Many of the curb ramps provided at the intersections along the corridor are not ADA-compliant for cross-slopes and are missing tactile warning devices. Curb ramps are not provided across both Bennett Street and Alley Street, or within the Neptune Boulevard refuge median. Several Audit participants noted that it is not uncommon for pedestrians to use the roadway instead of the sidewalks as a result of sidewalk and ramp conditions.

Lynnway Mid-Block Cross Attempts – The City of Lynn Police Department noted that it is not uncommon for pedestrian to cross the Lynnway at a location 100 to 200 feet west of the Commercial Street / Lynnway intersection where the concrete median barrier within the Lynnway ends. These frequent mid-block crossing attempts are typically associated with activity between Carolyn Way, including the Methadone Clinic, and the MBTA bus stop located along the Lynnway westbound lanes in front of the McDonald’s restaurant. The crash reports did not indicate a specific crash associated with this pedestrian movement; however, pedestrians crossing an unprotected 7-lane cross-section at a 35 MPH posted speed provides for the increased possibility of collisions.

Bicycle Accommodations – There are currently no formalized bicycle accommodations along Commercial Street. The presence of on-street parking along Commercial Street may contributes to a “boxed-in” feeling for cyclist along Commercial Street, forcing many cyclists to ride along the sidewalks and crossing roadways utilizing crosswalks. Of the seven (7) cyclist collisions noted within the crash reports, two (2) involved a cyclist traveling within a crosswalk and four (4) involved a cyclist travelling in the incorrect side/direction along Commercial Street.


1. Conduct educational events or distribute pamphlets at the surrounding schools or notable pedestrian-heavy destinations to help promote walking safety. Use these events and pamphlets to discuss safe walking habits associated with both the existing and any new pedestrian infrastructure along the corridor.

2. Construct new ADA/AAB compliant accessible curb ramps at each corner of the several intersections along Commercial Street, where applicable. Consider providing two accessible ramps per corner, where two crosswalks are present, to allow for improved access for disabled pedestrians. Stripe new crosswalks at the intersections between each ramp pair.

3. Consider the extension of the concrete barrier within the Lynnway median to funnel pedestrians to the marked crosswalks at the intersection of Commercial Street / Lynnway which is a more appropriate place for pedestrians to cross a 7-lane cross-section.

4. Consider the striping of shared-use “sharrows” pavement markings along Commercial Street to encourage cyclist to travel within the roadway and on the correct roadway approach.

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Image 4: Deficient Curb Ramp within Neptune Boulevard

Raised Median.


5. Consider the construction of bicycle lanes along Commercial Street to provide a dedicated space for cyclist to maneuver. The construction of bicycle lanes may require the removal of on-street parking along Commercial Street.

Safety Issue #3: Deteriorated or Sub-Standard Pavement Markings


Missing STOP Lines – There are currently no STOP line markings provided along Bennett Street or Alley Street at their intersections with Commercial Street. Six (6) collisions involved a vehicle attempting to exit Bennett Street.

Faded Pavement Markings – Although generally in an above average condition, several pavement markings along the Commercial Street corridor were observed to be faded or missing. The lack of visible lane lines increases the potential for sideswipe crashes as clear and consistent lane delineation is not provided. There were fourteen (14) sideswipe collisions occurred along Commercial Street within the Audit area during the study period.

On-Street Parking Pavement Markings – Although sufficient space is provided for on-street parking along both sides of Commercial Street, delineation for each on-street parking stall or for areas designated as “NO PARKING” zones are not provided. During field observations, the number of parked vehicles, and vehicles within the travel lanes provided a “boxed-in” feel. The lack of on-street parking markings may allow for vehicles to park further away from the curb, further narrowing the Commercial Street travel lanes. Sixteen (16) crashes along the Commercial Street corridor and the immediate side-street approaches involved a parked motor vehicle.


1. Restripe STOP lines along Bennett Street and Alley Street approaching Commercial Street to provide definition of the approach traffic control.

2. Restripe the Commercial Street corridor and cross street approaches to provide clear definition of edge lines, lane lines, and on-street parking.

3. Restripe on-street parking to define specific stalls and to delineate “NO PARKING” zones versus the travel way, reducing the potential for sideswipe crashes.

Image 5: Lack STOP Line at the Intersection of

Commercial Street at Bennett Street.

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Safety Issue #4: Deteriorated, Missing, or Non-existent Intersection Signage


Faded or Damaged Signage – Several traffic signs along the corridor are either faded or damaged. Several notable examples include the “No Parking Signage” (R7-X Series) along the Commercial Street corridor. Faded signage increases the potential for drivers to perform unregulated maneuvers, thereby increasing the chance of crashes;

Blocked Signage by Infrastructure – Height restriction signage along Commercial Street southbound, south of Bennett Street is currently located along the side of the roadway and is typically blocked by parked vehicles within legal parking spaces. No crashes between trucks and the bridge deck were reported during the study period; however the City of Lynn Police Department representative noted that crashes have occurred at locations throughout the City due to the typical low clearance of the MBTA bridges.

Street Name Signage – Street sign plaques at the intersections are undersized, are located on damaged posts, are faded, or are positioned at locations with poor visibility. This has the potential to cause confusion for roadway users unfamiliar with the roadway.


1. Complete a full sign inventory of the Commercial Street corridor to determine accurate placement, condition, and possible replacement.

2. Replace all existing signs along the corridor that are currently faded or damaged with new MUTCD-compliant signs to provide clear and concise regulatory and warning messages. Provide retro-reflective signs where necessary.

3. Relocate or supplement vehicle clearance signage adjacent to the roadway edge with signage attached to the MBTA railroad bridge overhead to reduce the chance over over-height crashes.

4. Install new street name signage on all intersection approaches to provide guidance for unfamiliar roadway users. Placement of street name signs on mast arms or mast arm poles should be evaluated to provide maximum visibility and reduce the potential for theft.

Image 6: Faded No Parking Signage along Commercial

Street.

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Safety Issue #5: Roadway Alignments


Neptune Boulevard Alignment at Commercial Street – As a result of the raised median along Neptune Boulevard, east of Commercial Street, the alignment for the Neptune Street eastbound approach is not directly opposite the Neptune Boulevard receiving lanes. Vehicles exiting Neptune Street eastbound must keep right, traveling approximately 25 feet southward on Commercial Street before turning left onto Neptune Boulevard eastbound. A City of Lynn Police Officer noted that operators driving under the influence of alcohol or illegal substances could mistakenly travel straight across the intersection and operate the wrong-way on Neptune Boulevard, especially at night. It was also noted that the skewed intersection alignment creates a conflict for opposing northbound and southbound vehicles attempting a left-turn at the same time, especially larger vehicles such as tractor trailers. Four (4) of the crashes were noted to occur between vehicles attempting to turn left from Commercial Street onto Neptune Boulevard or Neptune Street where the opposing Neptune Boulevard and Neptune Street approach are offset.

Commercial Street Alignment at Neptune Boulevard – It was noted by RSA participants that vehicles turning left from Commercial Street northbound onto Neptune Street westbound have a tendency to “cut” the turn due to the skewed nature of the intersection, thus encroaching on the opposing travel lane. This could be a contributing cause for the four (4) reported crashes that occurred while performing this turning movement. During the RSA, audit participants observed the queue from the Commercial Street northbound approach at Summer Street extended into the Commercial Street / Neptune Boulevard intersection. When the Commercial Street northbound approach signal turned red, vehicles in the intersection became stuck between the two Neptune Boulevard approaches.

Commercial Street Alignment at Summer Street - The audit participants noted that the cross section of the Commercial Street northbound approach varies significantly from the other Summer Street intersection approaches. Each approach consists of one general-purpose travel lane and one receiving lane except for the Commercial Street northbound approach. This approach consists of a receiving lane and one (1) 30-foot wide lane, which serves as a shared left-turn / through lane; an exclusive right-turn lane; and a parking lane. None of the intended lane designations are marked. This wide approach lane results in a very wide curb radius on the southeast corner of the intersection and a long, angled crosswalk which connects the northeast and southeast intersection corners. Despite a “No Turn on Red” sign, a traffic signal is not angled at the right-turn lane, and the very wide curb radius contradicts the “No Turn on Red” regulation. Two (2) collisions occurred at the intersection that involved vehicles attempting to by-pass northbound traffic to turn right onto Summer Street.


1. Install “Wrong Way” signage on the Neptune Boulevard westbound approach facing Neptune Street.

Page 16

Image 7: Commercial Street Southbound at offset Neptune

Boulevard.


2. Stripe a dashed double-yellow centerline between Neptune Street and Neptune Boulevard through the intersection to provide better guidance for left-turning vehicles.

3. Install “Do Not Block Intersection” signage at both Summer Street and Neptune Boulevard to reduce the amount of vehicles that become stuck in the intersection during a red light.

4. Install a traffic signal housing and additional “No Turn on Red” (R10-11b) signage opposite the Commercial Street northbound right-turn lane at Summer Street.

5. Consider the implementation of a Commercial Street Road Diet to reduce travel lanes and the effective width of Commercial Street in order to achieve a corridor wide systemic improvement and improve the alignment. This may include the retaining on-street parking and providing for new infrastructure such as a shared-use path to condense the width.

Safety Issue #6: Lack of Dedicated Left-Turn Lanes


Commercial Street Northbound at Summer Street - It was observed during the RSA that Commercial Street northbound vehicles attempting a left-turn impede northbound through movement vehicles and block southbound vehicles attempting a left-turn. Despite the northbound approach’s shared left-turn / through lane and exclusive right-turn lane, the exclusive right-turn lane becomes a shared through / right-turn lane as through movement vehicles attempt to drive around the left-turn queue. This is noticeably dangerous as the right-turn lane is not aligned with the receiving lane on the opposite side of the intersection. Additionally, due to the high traffic volumes along Commercial Street, many left-turning vehicles were still in the intersection after the light turned red due to inadequate gaps for making a left-turn during the approach phase.

Commercial Street Northbound at Bennett Street - It was noted by audit participants that four (4) of the 13 reported crashes (approximately 30 percent) at the Commercial Street / Bennett Street intersection between 2011 and 2013 involved a vehicle turning left from Commercial Street northbound onto Bennett Street westbound. During the RSA, an audit participant observed that the Commercial Street northbound approach widens just south of Bennett Street and is signed as a “NO PARKING” zone, presumably for a former bus stop. The participant noted that the roadway width appeared wide enough to accommodate an exclusive left-turn lane and a through lane at the Bennet Street intersection.


1. Stripe a dashed double-yellow centerline along Commercial Street through the Summer Street intersection to provide better guidance for left-turning vehicles.

2. Consider providing an advance protected left-turn phase along Commercial Street northbound at Summer Street to allow for clearing out a modest number of left-turning vehicles to decrease potential intersection blockage.

Page 17


3. Consider the construction of a Commercial Street northbound left-turn lane at Summer Street to allow through movement vehicles to safely bypass the left-turn queue. This may require the removal of on-street parking spaces along Commercial Street.

4. Consider striping the Commercial Street northbound approach to include an exclusive left-turn lane and a through lane at the Bennett Street intersection to allow through movement vehicles to safely bypass the left-turn queue.

Safety Issue #7: Red-Light Running


Fourteen (14) of the crashes that occurred at the signalized intersections along the corridor within the Audit area include a vehicle running a red light. Of the 14 reported red-light running crashes within the Audit area, eight (8) occurred at the intersection of Commercial Street / Lynnway. Three (3) of the seven (7) crashes involved a Lynnway eastbound vehicle turning left onto Commercial Street northbound being struck by a Lynnway westbound vehicle running the red light. This may be a result of the lack of overhead traffic signals, where one overhead signal currently serves all three westbound through lanes.

An additional three (3) crashes involved a Commercial Street southbound vehicle running the red light and being struck by an eastbound or westbound vehicle. It was noted during the audit meeting that red-light running is a consistent issue within the City of Lynn and is generally the result of driver frustration with congestion, poorly timed traffic signals, and poor traffic signal coordination. In addition, it was noted during several field visits that the clearance intervals at each of the study area intersections vary from long to short and are inconsistent for the typical intersection geometry along the corridor. Police noted that it is common practice for drivers to speed up during a yellow light in order to avoid waiting through an entire traffic signal cycle for the next green light. Red-light running at the Commercial Street / Lynnway intersection is enforced by the Massachusetts State Police while the other signalized Commercial Street intersections are enforced by the City of Lynn Police.


1. Relocate or reposition existing traffic signal housings over the center of their respective lanes and facing their intended lane(s). Add additional traffic signal housings as necessary to provide a minimum of one (1) signal housings per lane on the far side of the intersection. Note that current mast arm requirements may necessitate new mast arms and poles with additional signal housings.

2. Re-calculate traffic signal clearance intervals based on standard guidelines for travel speed, roadway grade, and intersection width.

3. Increase enforcement of red-light running at and in the vicinity of the corridor.

Page 18


Safety Issue #8: Commercial Street Wrong-Way Driving


Commercial Street at Lynnway - It was noted during the RSA that wrong-way driving occurs sporadically along Commercial Street, south of Lynnway. This Commercial Street approach is currently one-way flow exiting the intersection. The City of Lynn Police Department noted that it is not uncommon for vehicles leaving business along Day Street or Carolyn Way to enter the Lynnway at this location as opposed to the right-out movements on Day Street or Carolyn Way, where a left-turn onto the Lynnway is blocked by the raised concrete median. Signal indications do not face this approach, and modest signage is provided along Commercial Street to discourage the wrong-way driving. The crash data showed one (1) crash resulting from a vehicle attempting to exit onto the Lynnway as a wrong-way driver from this approach.


1. Provide additional “No Left Turn” (R3-2) signage at the end of the Honda Dealership Driveway to discourage left-turns from the approach onto Commercial Street.

2. Provide arrow pavement markings along the Commercial Street approach to assist in providing notification of the one-way travel along Commercial Street.

3. Install “Do Not Enter” (R5-1), “One-Way” (R6-1), and No Left & Right Turn (R3-1 & R3-2) signage where necessary further south along Commercial Street near the Lynn Department of Public Works building to reinforce one-way travel along Commercial Street. Install signage along Commercial Street noting “Access to Lynnway – Use Carolyn Way.”

Image 8: Vehicle Attempting to Exit Commercial Street

Travelling the Wrong Way.

Safety Issue #9: Commercial Street Gas Station and McDonald’s Rear Driveway Access/Egress


Gas Station Driveways - It was noted during the RSA that left-turn movements into and out of the two (2) gas stations at the Commercial Street / Lynnway intersection are prone to frequent crashes and even more near-misses. Eight (8) crashes were the result of vehicles attempting to turn left from Commercial Street northbound into the Shell Gas Station. An additional nine (9) crashes occurred for vehicles attempting to left-turn exiting the Shell Gas Station. Finally, an additional seven (7) crashes occurred for vehicles entering or exiting alternative driveways for both the Shell Station and Gulf Gas Station at the intersection. Vehicles turning left into or out of the Shell gas station must cross three lanes of traffic, the queues for which often block the two

Image 9: Shell Gas Station Exit into Commercial Street

Southbound Queue.

Page 19


gas station driveways. Turning vehicles are typically waved on by a queued vehicle in one of the travel lanes (referred to as a “courtesy gap”) and then struck by an oncoming vehicle in an adjacent travel lane. Due to the driveways’ close proximity to the Lynnway intersection, vehicles waiting to turn left into the Shell gas station often block Commercial Street northbound traffic, creating a queue that extends into the Lynnway intersection.

McDonald’s Rear Driveway - A majority of the crashes at the Commercial Street / McDonald’s Rear Driveway intersection were the result of a vehicle attempting to turn left from the McDonald’s Rear Driveway onto Commercial Street northbound. Similar to the gas station driveways further to the south, vehicles turning left into or out of the McDonald’s Rear Driveway must cross three lanes of traffic on Commercial Street, the queues for which often block this rear driveway.


1. Coordinate with the owners of the Shell Gas Station and the Gulf Gas Station to consider the closing or turn restrictions for each driveway accessing Commercial Street, particularly the southernmost curb-cut for the Shell Gas Station.

2. Upon closure or turn restrictions along the subject driveways, install signage to reinforce the necessary restrictions.

3. Consider converting the southernmost Shell Gas station driveways to right-in / right-out only to eliminate the left-turn conflicts.

4. Consider installing ‘Do Not Block the Intersection’ pavement markings and signage at the McDonald’s Rear Driveway to limit the number of vehicles blocking the roadway and opening gaps to allow for extended sight distances for exiting vehicles.

Safety Issue #9: On-Street Parking Maneuvers into Traffic


It was noted during the RSA that many of the local businesses along Commercial Street, primarily the auto repair shops and auto sales lots, frequently double-park vehicles along the roadway or park vehicles on the curb and sidewalks. This is often in an attempt to quickly move vehicles in and out of their shops due to limited space on-site. This improper on-street parking obscures sight lines for vehicles attempting to enter Commercial Street from nearby side streets and driveways, creating the potential for crashes with oncoming vehicles. The double-parking forces vehicles operating on Commercial Street to cross the double-yellow centerline and encroach upon the opposing travel lane, increasing the likelihood of sideswipe crashes. Additionally, the vehicles parked on the curb and sidewalks block street signs (such as the height restriction sign for the railroad bridge) and impede the maneuverability of pedestrians with disabilities along the sidewalks. One (1) crash with a double-parked vehicle was noted along Commercial Street.

Page 20



1. Replace the existing parking restriction signs with new, legible signs that meet MUTCD standards to provide clarity of parking zones.

2. Meet with local business owners to discuss the safety risks posed by the improper parking procedures and the associated fines that could be imposed.

3. Increase enforcement of double-parking and parking on the curb and sidewalks at and in the vicinity of the corridor.

Safety Issue #10: Roadway Drainage / Presence of Debris within Roadway


Catch Basin Debris – Many of the stormwater drainage structures located along the corridor are blocked significantly by, or filled with, debris and sediment. Obstructed drainage structures can cause severe water ponding and minor flooding on roadway segments with raised curbing and level or deflated roadway surfaces. Approximately 20% of all corridor crashes occurred on wet or snow cover pavement which may be exacerbated by poor stormwater flow into debris covered catch basins.

Stormwater Ponding – Substantial ponding occurs on the northeast corner of the Commercial Street / Summer Street intersection where a depression in the roadway pavement traps water to the east of the wheelchair ramp. This may be the result of sediment build-up on catch basin grates limiting the intake of runoff water.


1. Clear roadway debris and street sweep along the gutter lines of Commercial Street and the several cross streets to improve both drainage and aesthetics along the corridor.

2. Improve the pavement conditions and adjust the roadway elevation on the northeast corner at the intersection of Commercial Street / Summer Street to improve drainage to the existing stormwater infrastructure and reduce ponding.

Image 10: Debris within Catch Basin along Summer

Street.

Safety Issue #11: Speed


Special speed regulations are not currently established by MassDOT along Commercial Street or the several cross street roadways within Downtown Lynn. Upon request, the Massachusetts DCR has not provided speed regulation information for the Lynnway. The City of Lynn Police Department noted that speed is typically not an issue along Commercial Street due to the many parking maneuvers, overall congestion, the presence of traffic signals, and frequent pedestrian crossings. However, the Lynn Police

Page 21


Department did note that speeds tend to increase at night when the roadways are less congested. Speed was noted as the contributing factor in only one (1) crashes along the corridor; with eight (8) additional crashes reporting a contributing factor of reckless or aggressive driving.


1. Consider conducting a speed zoning study along Commercial Street and Lynnway and the several Downtown corridors to establish new MassDOT / DCR approved speed regulations.

2. Install temporary speed reading and recording devices to determine the range of time to best enforce speed along the corridor.

3. Increase targeted enforcement of speeding along the corridor in an effort to reduce travel speeds.

Safety Issue #12: Non-Compliant School Zone


The section of Commercial Street between Summer Street to the north and Neptune Boulevard to the south is signed as a 20 MPH School Zone. Per the Massachusetts Amendments to the 2009 MUTCD, under Section 7E-2 Warrants for School Zones, “a School Zone is not warranted:

When children are not required to cross the street on foot within the limits of the proposed zone area and sidewalks are provided.

When abutting school property is fenced or the crosswalk has been signalized except in the cases where investigation shows that there is no conflict between the signal indication and the school zone speed limit sign."

At present, the school property is fenced along the entire Commercial Street frontage, with a concrete sidewalk located opposite the fence. Mid-block crosswalks are not present on this stretch of Commercial Street; instead, crosswalks are present on either side of the school property at the signalized Summer Street and Neptune Boulevard intersections, all of which have pedestrian signal heads and pedestrian push buttons. Per the above regulation, the signed 20 MPH School Zone is not warranted.


1. Remove the existing 20 MPH School Zone signage as it is not warranted.

Page 22


Safety Issue #13: Full Moon Market Parking Lot


It was noted by audit participants the parking spaces at the Full Moon Market extend nearly to the sidewalk along Summer Street, requiring patrons to back up directly onto Summer Street. This is dangerous due to the parking lot’s proximity to the Commercial Street / Summer Street intersection and minimal sight lines due to the L-shape of the convenience store building. Backing vehicles waiting for a gap in traffic on Summer Street may not expect a vehicle on the Commercial Street southbound approach to make a right-turn-on-red. Five (5) of the reported crashes at the intersection, involved a vehicle backing up from the Full Moon Market parking lot. Additionally, an audit participant noted that a raised curb is present in front of the parking spaces nearest Commercial Street, requiring vehicles to mount the granite curb in order to access these spaces. This was evident as the curb showed signs of depression from vehicle weight.


1. Place a “No Turn on Red” restriction and signage on the Commercial Street southbound approach to limit number of vehicles from conflicting with maneuvering vehicles.

2. Create a consistent, flush curb cut along the Full Moon Market’s Summer Street driveway to provide improved access/egress to the head-in parking and limiting length of time for parked vehicles to maneuver.

Image 11: Close-up Aerial View of Full Moon Market Head-in Parking.

Summary of Road Safety Audit Each improvement considered has been categorized as short-term, mid-term, or long-term. Additionally, a cost category has been assigned to each improvement based on the definitions shown in Table 4. Table 5 includes a summary of the several potential safety enhancements. Safety benefit estimates are subjective and are based on engineering experience, the relative percent of crashes that may be reduced by the enhancement based on known and documented crash reduction factors (such as FHWA documented crash reduction factors).

Table 3: Estimated Time Frame and Costs Breakdown Time Frame Costs

Short-Term <1 Year Low <$10,000

Mid-Term 1-3 Years Medium $10,001-$50,000

Long-Term >3 Years High >$50,000

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Table 4: Potential Safety Enhancement Summary Safety Issue Potential Safety Enhancement Safety Payoff Time Frame Cost

Retrofit all “rigidly mounted” traffic signal housings along the corridor with new retro-reflective back plates and new tunnel visors.

Low Short-Term Low to

Medium

Relocate or reposition existing traffic signal housings over the center of their respective lanes and facing their intended lane(s). Add additional traffic signal housings as necessary to provide a minimum of one signal housings per lane on the far side of the intersection. Note that current mast arm requirements may necessitate new mast arms and poles with additional signal housings.

High Mid-Term Low to

Medium

Repair or reposition existing pedestrian signal housings that are currently malfunctioning, are blocked, or are facing the incorrect direction to improve pedestrian indication visibility.

Medium Short-Term Low

Antiquated Traffic Signal System and Equipment

Retrofit accessible pedestrian push buttons at all signalized intersections within the corridor. Locate new pedestrian push buttons at locations accessible to the crosswalk path and opening per MUTCD standards.

Medium Mid-Term Medium

Consider removing the concurrent pedestrian phases from the Commercial Street / Lynnway signalized intersections and implementing exclusive pedestrian phasing.

Low Short-Term Low

Retime the pedestrian phases at each intersection to provide sufficient walking and clearance intervals.


Remove the protected right-turn indication from the side-mounted signal housing on the southwest corner of the Commercial Street / Lynnway intersection during the concurrent pedestrian phase.


Remove the protected right-turn indication from the side-mounted signal housing on the southwest corner of the Commercial Street / Lynnway intersection during the overlap for the Lynnway eastbound protected left-turn phase and provide R10-30 “RIGHT TURN ON RED MUST YIELD TO U-TURN” signage along Commercial Street southbound approach.


Replace door panels and pole/post bases at locations along corridor where wires are currently exposed to the elements.

Low Short-Term Low

Page 24


Table 4 Continued: Potential Safety Enhancement Summary Safety Issue Potential Safety Enhancement Safety Payoff Time Frame Cost

Conduct educational events or distribute pamphlets at the surrounding schools or notable pedestrian-heavy destinations to help promote walking safety. Use these events and pamphlets to discuss safe walking habits associated with both the existing and any new pedestrian infrastructure along the corridor.

High Short-Term Low

Deteriorated or Sub-Standard Pedestrian and Bicycle Accommodations

Construct new ADA/AAB compliant accessible curb ramps at each corner of the several intersections along Commercial Street, where applicable. Consider providing two accessible ramps per corner, where two crosswalks are present, to allow for improved access for disabled pedestrians. Stripe new crosswalks at the intersections between each ramp pair.

Low Long-Term Medium

Consider the extension of the concrete barrier within the Lynnway median to funnel pedestrians to the marked crosswalks at the intersection of Commercial Street / Lynnway.

Medium Long-Term Medium

Consider the striping of shared-use “sharrows” pavement markings along Commercial Street to encourage cyclist to travel within the roadway.


Consider the construction of bicycle lanes along Commercial Street to provide a dedicated space for cyclist to maneuver. The construction of bicycle lanes may require the removal of on-street parking along Commercial Street.

High Long-Term High

Restripe STOP lines along Bennett Street and Alley Street approaching Commercial Street.

Low Short-Term Low

Deteriorated or Sub-Standard Pavement Markings

Restripe the Commercial Street corridor and cross street approaches to provide clear definition of edge lines, lane lines, and on-street parking.

High Short-Term Medium

Restripe on-street parking to define specific stalls and to delineate “NO PARKING” zones.

Medium Short-Term Medium

Page 25



Deteriorated, Missing, or Non-existent Signage

Complete a full sign inventory of the Commercial Street corridor to determine accurate placement, condition, and possible replacement.

Low Short-Term Low

Replace all existing signs along the corridor that are currently faded or damaged with new MUTCD-compliant signs. Provide retro-reflective signs where necessary.

High Short-Term Medium

Relocate or supplement vehicle clearance signage adjacent to the roadway edge with signage attached to the MBTA railroad bridge overhead.


Install new street name signage on all intersection approaches to provide guidance for unfamiliar roadway users. Placement of street name signs on mast arms or mast arm poles should be evaluated to provide maximum visibility and reduce the potential for theft.

Low Short-Term Low

Roadway Alignments

Install “Wrong Way” signage on the Neptune Boulevard westbound approach facing Neptune Street.


Stripe a dashed double-yellow centerline between Neptune Street and Neptune Boulevard through the intersection.


Install “Do Not Block Intersection” signage at both Summer Street and Neptune Boulevard

Low Short-Term Low

Install a traffic signal housing and additional “No Turn on Red” (R10-11b) signage opposite the Commercial Street northbound right-turn lane at Summer Street.


Consider the implementation of a Commercial Street Road Diet to reduce travel lanes and the effective width of Commercial Street in order to achieve a corridor wide systemic improvement and improve the alignment.

Medium Long-Term High

Lack of Dedicated Left Turn Lanes

Stripe a dashed double-yellow centerline along Commercial Street through the Summer Street intersection.

Low Short-Term Low

Consider providing an advance protected left-turn phase along Commercial Street northbound at Summer Street to allow for clearing out a modest number of left-turning vehicles to decrease potential intersection blockage.

Medium Short-Term Medium

Page 26



Lack of Dedicated Left-Turn Lanes (Continued)

Consider the construction of a Commercial Street northbound left-turn lane at Summer Street. This may require the removal of on-street parking spaces along Commercial Street.

High Long-Term High

Consider striping the Commercial Street northbound approach to include an exclusive left-turn lane and a through lane at the Bennett Street intersection to allow through movement vehicles to safely bypass the left-turn queue.


Red Light Running

Relocate or reposition existing traffic signal housings over the center of their respective lanes and facing their intended lane(s). Add additional traffic signal housings as necessary to provide a minimum of one (1) signal housings per lane on the far side of the intersection. Note that current mast arm requirements may necessitate new mast arms and poles with additional signal housings.

High Mid-Term Low to

Medium

Re-calculate traffic signal clearance intervals based on standard guidelines for travel speed, grade, and intersection width.


Increase enforcement of red light running at and in the vicinity of the corridor.


Provide additional “NO LEFT TURN” (R3-2) signage at the end of the Honda Dealership Driveway to discourage left-turns from the approach onto Commercial Street.

Low Short-Term Low

Commercial Street Wrong Way Driving

Provide arrow pavement markings along the Commercial Street approach to assist in providing notification of the one-way travel along Commercial Street.


Install “Do Not Enter” (R5-1), “One-Way” (R6-1), and No Left & Right Turn (R3-1 & R3-2) signage where necessary further south along Commercial Street near the Lynn Department of Public Works building to reinforce one-way travel along Commercial Street. Install signage along Commercial Street noting “Access to Lynnway – Use Carolyn Way.”


Page 27



Coordinate with the owners of the Shell Gas Station and the Gulf Gas Station to consider the closing or turn restrictions for each driveway accessing Commercial Street, particularly the southernmost curb-cut for the Shell Gas Station.

High Mid-Term Low/

Medium

Commercial Street Gas Station and McDonald’s Rear Driveway Access/Egress

Upon closure or turn restrictions along the subject driveways, install signage to reinforce the necessary restrictions.

Medium Mid-Term Low

Consider converting the southernmost Shell Gas station driveways to right-in / right-out only to eliminate the left-turn conflicts.

High Mid-Term Low

Consider installing ‘Do Not Block the Intersection’ pavement markings and signage at the McDonald’s Rear Driveway to limit the number of vehicles blocking the roadway and opening gaps to allow for extended sight distances for exiting vehicles.


Replace the existing “NO PARKING” and parking restriction signs with new, legible signs that meet MUTCD standards.


On-Street Parking Maneuvers Meet with local business owners to discuss the safety risks posed by the improper parking procedures and the associated fines that could be imposed.

Low Short-Term Low

Increase enforcement of double-parking and parking on the curb and sidewalks at and in the vicinity of the corridor.


Roadway Drainage / Presence of Debris within Roadway

Clear roadway debris and street sweep along the gutter lines of Commercial Street and the several side streets to improve both drainage and aesthetics at the corridor.


Improve the pavement conditions and adjust the roadway elevation on the northwest corner to the intersection of Commercial Street / Summer Street to improve drainage to the existing stormwater infrastructure and reduce ponding.


Page 28



Speed

Consider conducting a speed zoning study along Common Street and the several Downtown corridors to establish new MassDOT approved speed regulations.

Low Mid-Term Medium

Install temporary speed reading and recording devices to determine the range of time to best enforce speed along the corridor.


Increase targeted enforcement of speeding along the corridor. Medium Short-Term Low

Non-Compliant School Zone Remove the existing 20 MPH School Zone signage as it is not warranted.

Low Short-Term Low

Full Moon Market Parking Lot

Place a “No Turn on Red” restriction and signage on the Commercial Street southbound approach.

Low Short-Term Low

Create a consistent, flush curb cut along the Full Moon Market’s Summer Street driveway.


Page 29

Appendix A. RSA Meeting Agenda

Road Safety Audit LOCATION

Meeting Location: City Hall Room 402 3 City Hall Square

Lynn, Massachusetts Tuesday, May 31, 2016

9:30 AM – 12:30 PM

Type of meeting: High Crash Location / Pedestrian Cluster – Road Safety Audit Attendees: Invited Participants to Comprise a Multidisciplinary Team Please bring: Thoughts and Enthusiasm!!

9:30 AM Welcome and Introductions Introductions

9:45 AM Review of Site Specific Material Crash Summaries – provided in advance

Existing Geometries and Conditions

10:15 AM Visit the Site Conducted Field Visit

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

12:30 PM Adjourn for the Day – but the RSA has not ended

Instructions for Participants: Before attending the RSA on May 31, participants are encouraged to drive through

the corridor and intersections 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.

Appendix B. RSA Audit Team Contact List

Participating Audit Team Members Date: May 31, 2016 Location: Lynn, Massachusetts

Audit Team Members Agency/Affiliation Email Address Name Agency Email

Robert LeBlanc Lynn Police Department [email protected]

William Murray Lynn Fire Department [email protected]

Andrew Hall Lynn Department of Public Works [email protected]

Lisa Schletzbaum MassDOT Traffic Safety [email protected]

Derek Caldwell MassDOT District 4 [email protected]

Samuel Gregorio TEC, Inc. [email protected]

Eric Paquette TEC, Inc. [email protected]

Appendix C. Detailed Crash Data

INTERSECTION CRASH RATE WORKSHEET

CITY/TOWN : LYNN COUNT DATE : Apr-16

DISTRICT : 4 UNSIGNALIZED : NO SIGNALIZED : YES

~ INTERSECTION DATA ~

MAJOR STREET : LYNNWAY (ROUTE 1A)

MINOR STREET(S) : COMMERCIAL STREET

INTERSECTION North

DIAGRAM Lynnway (Route 1A) C

omm

erci

alS

tree

t

(Label Approaches)

Com

mer

cial

St

(One

-Way

) Lynnway (Route 1A)

PEAK HOUR VOLUMES

APPROACH :

DIRECTION :

PEAK HOURLY VOLUMES (PM) :

1 2 3 4 5 Total Peak

Hourly Approach Volume EB WB NB SB

2,799 1,239 545 4,583

INTERSECTION ADT ( V ) = TOTAL DAILY " K " FACTOR : 0.090 50,922

APPROACH VOLUME :

AVERAGE # OF # OF

TOTAL # OF CRASHES : CRASHES PER YEAR ( 74 5 14.80YEARS : A ) :

( A * 1,000,000 ) RATE =CRASH RATE CALCULATION : 0.80 ( V * 365 )

Comments : K DETERMINED FROM MASSDOT DEFAULT VALUE DUE TO INSUFFICIENT ATR DATA

Project Title & Date: LYNN GEAR WORKS REDEVELOPMENT - LYNN, MA





MAJOR STREET : COMMERCIAL STREET

MINOR STREET(S) : NEPTUNE BOULEVARD

NEPTUNE STREET

INTERSECTION North

DIAGRAM (Label Approaches) Neptune Street C

omm

erci

alS

tree

t

Com

mer

cial

Str

eet

Neptune Boulevard

PEAK HOUR VOLUMES

APPROACH :

DIRECTION :




69 109 527 406 1,111


APPROACH VOLUME :

AVERAGE # OF # OF









MAJOR STREET : COMMERCIAL STREET

MINOR STREET(S) : SUMMER STREET

INTERSECTION North

DIAGRAM (Label Approaches) Summer Street C

omm

erci

alS

tree

t

Com

mer

cial

Str

eet

Summer Street

PEAK HOUR VOLUMES

APPROACH :

DIRECTION :




312 347 482 327 1,468


APPROACH VOLUME :

AVERAGE # OF # OF





UNKNOWN / NOT REPORTED

2 11 48

4 19 50

5 4

1

6 10 13

7 2

7 3

3 4

3 4

6

9P

14

52

15 36

16c

22

23

25 49

29

38

12

32

69 71

OUT-OF-CONTROL VEHICLE

Nor

th

T:\T

0554

\T05

54.0

1\C

AD

\HIG

HW

AY

\GR

AP

HIC

S\T

0554

.01_

CO

LLIS

ION

DIA

GR

AM

S.D

WG

6/

15/2

016

8:47

AM

Not to Scale Lynn Gear Works Redevelopment - Lynn, MassachusettsRoad Safety Audit

C

LOCATION: Route 1A (Lynnway) @ Commercial Street CITY/STATE: Lynn, Massachusetts TIME PERIOD: 2011- 2015 PREPARED BY: TEC, Inc. / Eric R. Paquette, E.I.T. SOURCE: MassDOT / City of Lynn Police Department / Massachusetts State Police

65

3 70

55 62 63 64 66 67 68

51

17 20 21 30 35 37 44

1 31

45

53 54 57

56

18

28

39

73

40

59

60

61

72

74

42

47

58

26

8 34

CRASHES #24 COULD NOT BE LOCATED.

LEGEND SHOW FOR COLLISION

VEHICLE PATH FIXED OBJECTHEAD-ON COLLISION 1. Approximate location of collision,

MOVEABLE OBJECTBACKING VEHICLE 2. Direction of collision,

SIDESWIPE COLLISION ANGLED COLLISION

3. Type of collision and vehicles involved,PARKED VEHICLEFIXED OBJECT COLLISION 4. Time, Day, Date

PERSONAL INJURY 5. Any other pertinent factors mentionedPEDESTRIAN COLLISION OVERTURNED VEHICLE on the report.FATALITY

REAR-END COLLISION ANIMAL

CYCLIST COLLISION

SUMMARY OF CRASHES ON DIAGRAM [ no fatal collisions] REAR-END PED/BIKE OTHER / UNK TOTAL

PROPERTY DAMAGE ONLY

SIDESWIPE HEAD-ON ANGLED SINGLE VEH

16 13 3 29 0 1 0 62

NON-FATAL INJURY 53 2 1 0 1 0 12

0 0 0 0 0 0 0 0

TOTAL 1519 4 34 0 2 0 74

P

A

Figure RSA-1

Collision Diagram 2011-2015 Collision Data

TEC, Inc. 65 Glenn Street 169 Ocean Blvd, Unit 101

Lawrence, MA 01843 Hampton, NH 03842

(978) 794.1792 (603) 601.8154

www.TheEngineeringCorp.com

Crash Data Summary Tables Commercial Street @ Lynnway (Route 1A) ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram

Crash Date Crash Time Ambient Light Weather Condition Road Surface Number of Vehicles

Vehicle Travel Directions Crash Severity Number of

NonFatal Injuries Manner of Collision Driver Contributing Codes Detailed Narrative (from Crash Report)

1 1/11/2011 11:23 AM Daylight Not Reported Wet 2 V1:E / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 & MV2 both operating Lynnway EB. MV1 was in the middle travel lane and tried to change to the left turn only lane when he

cut in front of MV2. MV2 was in the left turn only lane and started to move forward when the light turned green. MV2 was

cut off by MV1 causing the collision.

2 1/16/2011 9:03 AM Daylight Clear Dry 2 V1:W / V2:E Non‐fatal Injury 1 Angled Disregarded Traffic Controls MV1 operating Lynnway WB; MV2 operating Lynnway EB. M1 struck MV2 as MV2 was turning left onto Commercial Street.

MV1 ran a red light.

3 1/24/2011 11:25 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Angled Inattention / Distracted

MV1 & MV2 both operating Commercial Street SB. MV1, operating behind MV2, moved into right lane where road widens near McDonald's Driveway. MV2 then decided to move over to

the right, striking MV1 which was passing on its right.

4 1/26/2011 9:30 AM Daylight Not Reported Dry 2 V1:S / V2:E Property Damage Only 0 Angled Disregarded Traffic Controls MV1 operating Commercial Street SB; MV2 operating Lynnway

EB. MV2 struck MV1 at an angle as MV1 went through a red light.

5 5/16/2011 10:59 AM Daylight Cloudy Dry 2 V1:S / V2:S Property Damage Only 0 Sideswipe No Improper Driving

MV1 (Lynn fire truck) & MV2 (trailer truck) both operating Commercial Street SB. MV1 was continuing straight across

intersection while MV2 was turning right onto Lynnway. While turning, trailer of MV2 caught the door & grab handle on MV1,

ripping the door off MV1.

6 5/28/2011 8:00 PM Dark ‐ Lighted Clear Dry 3 V1:W / V2:W / V3:W Property Damage Only 0 Rear‐end Other

MV1 & MV2 were both coming to a stop on Lynnway WB approaching Commercial Street. The driver of MV3's foot slipped off the brake causing it to strike the rear‐end of MV2 which then

propelled forward, striking MV3.

7 7/8/2011 3:16 PM Daylight Clear Dry 2 V1:N / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street NB; MV2 operating Commercial Street SB. MV2 struck MV1 as MV1 attempted to turn left into Shell Gas Station without yielding right‐of‐way to

MV2.

8 7/13/2011 9:24 PM Dark ‐ Lighted Clear Wet 2 V1:N / V2:W Property Damage Only 0 Angled Inattention / Distracted

MV1 was operating Commercial Street NB after just turning right off of Lynnway. MV2 was struck by MV1 as it tried to travel

across Commercial Street from the Spiro's Gas Station to the Shell Gas Station.

9 9/14/2011 8:07 PM Dark ‐ Lighted Clear Dry 1 V1:W Non‐fatal Injury 1 Pedestrian No Improper Driving

MV1 was stopped at red light at Commercial Street intersection. When light turned green MV1 proceeded through the

intersection where it struck a pedestrian that stepped off the sidewalk into the street on the far side of the intersection.

10 10/11/2011 7:01 PM Dark ‐ Lighted Not Reported Dry 3 V1:W / V2:W / V3:W Property Damage Only 0 Rear‐end Followed Too Closely MV1, MV2, & MV3 all operating Lynnway WB. MV2 & MV3 were stopped due to traffic at the intersection when MV1 rear‐ended

MV2, pushing it into the rear of MV3.

11 10/31/2011 1:00 PM Daylight Cloudy Dry 2 V1:E / V2:W Property Damage Only 0 Angled Disregarded Traffic Controls MV1 operating Lynnway EB; MV2 operating Lynnway WB. MV2 struck MV1 as MV1 attempted left turn onto Commercial Street.

MV2 ran a red light.

12 2/24/2012 4:40 PM Dusk Rain Wet 2 V1:S / V2:S Property Damage Only 0 Rear‐end Failure to Keep in Proper Lane MV1 & MV2 both operating Lynnway WB. MV1 rear‐ended MV2 as it continued through the intersection from the right‐turn‐only

lane.

13 3/21/2012 4:35 PM Daylight Clear Dry 3 V1:W / V2:W / V3:W Property Damage Only 0 Rear‐end Inattention / Distracted MV1, MV2, & MV3 all operating Lynnway WB, stopped at a red light. When light turned green, MV1 rear‐ended MV2, pushing

MV2 into rear of MV3.

14 4/4/2012 7:46 PM Dark ‐ Lighted Rain Wet 2 V1:S / V2:S Property Damage Only 0 Angled Inattention / Distracted

MV1 & MV2 both operating Commercial Street SB. MV2 had entered the left lane on Commercial Street SB after turning left

from Alley Street. MV2 then proceeded into the right lane to turn into the Shell Gas Station, where it struck MV1 which was already

operating in the right lane.

15 5/16/2012 3:23 PM Daylight Not Reported Dry 3 V1:E / V2:E / V3:E Property Damage Only 0 Rear‐end Not Reported MV1, MV2, & MV3 all operating Lynnway EB. MV3 & MV2 were

stopped at a red light when MV1 struck MV2 from behind, pushing it into MV3.

16 6/5/2012 6:40 AM Daylight Rain Wet 1 V1:S Property Damage Only 0 Cyclist No Improper Driving MV1 was operating Commercial Street SB attempting a right turn onto Lynnway when it struck a cyclist crossing Commercial Street

in the crosswalk. MV1 had a green light and the right‐of‐way.

17 7/9/2012 5:30 AM Dawn Clear Dry 2 V1:W / V2:W Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Lynnway WB. MV1 was driving too

closely and rear‐ended MV2. Unclear as to exact location.


1/1/2011 ‐ 12/31/2015

Collision Diagram




18 9/6/2012 11:55 AM Daylight Clear Dry 1 V1:E Property Damage Only 0 Single Vehicle Swerving / Avoiding MV1 was operating Lynnway EB when it was cut off by another

MV. MV1 swerved and struck a lightpole on the SE corner of the intersection.

19 10/16/2012 9:36 AM Daylight Clear Dry 2 V1:S / V2:E Non‐fatal Injury 2 Angled Disregarded Traffic Controls

MV1 operating Commercial Street SB; MV2 operating Lynnway EB. MV2 struck MV1 as MV1 ran a red light. MV1 was operating

with a revoked license; MV1 belonged to a friend & MV1 operator took it without permission.

20 10/25/2012 6:58 AM Daylight Clear Dry 2 V1:W / V2:W Non‐fatal Injury 1 Rear‐end Other

MV1 & MV2 both operating Lynnway WB. MV2 slowed down as it approached a red light at the Commercial Street intersection. MV1 rear‐ended MV2, and it appears the driver of MV1 had a

diabetic reaction and was transported to the hospital.

21 11/10/2012 1:10 AM Dark ‐ Lighted Clear Dry 2 V1:W / V2:W Property Damage Only 0 Rear‐end Excessive Speed MV1 & MV2 both operating Lynnway WB. MV1 was driving 65

MPH in a 35 MPH zone and rear‐ended MV2.

22 11/15/2012 9:23 PM Dark ‐ Lighted Clear Dry 2 V1:E / V2:S Property Damage Only 0 Head‐on Failure to Keep in Proper Lane

MV2, operating Commercial Street SB, was slowing to a stop in the left‐turn lane for a red light. MV1, operating Lynnway EB, was turning left onto Commercial Street NB. MV1 turned too tightly,

striking MV2 head‐on. MV2 then fled the scene.

23 1/10/2013 8:03 AM Daylight Clear Dry 2 V1:E / V2:E Non‐fatal Injury 1 Sideswipe Erratic / Aggressive / Reckless Driving MV1 & MV2 (bus) both operating Lynnway EB approaching

Commercial Street. MV1 tried passing MV2 and then cutting into its lane when it sideswiped the front left corner of MV1.

24 3/22/2013 10:06 AM Daylight Clear Dry 2 V1:N / V2:E Property Damage Only 0 Angled Inattention / Distracted No description.

25 5/10/2013 11:00 AM Daylight Clear Dry 2 V1:E / V2:W Property Damage Only 0 Angled Made an Improper Turn

MV1 operating Lynnway EB; MV2 operating Lynnway WB. MV2 struck MV1 as it attempted a left‐turn onto Commercial Street

during a red light. Left‐turns are not permitted from the Lynnway WB approach.

26 6/9/2013 2:17 PM Daylight Clear Dry 3 V1:N / V2:N / V3:N Non‐fatal Injury 1 Rear‐end Followed Too Closely MV1, MV2, & MV3 all operating Commercial Street NB. MV1 & MV2 stopped in traffic in front of Spiro's Gas Station when MV2

rear‐ended MV3, pushing MV3 into rear of MV1.

27 6/19/2013 6:58 AM Daylight Clear Dry 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way MV1 operating Commercial Street SB; MV2 operating Commercial

Street NB. MV1 struck MV2 as MV2 attempted a left turn into the Shell Gas Station without yielding the right‐of‐way to MV1.

28 7/11/2013 10:17 AM Daylight Rain Wet 2 V1:N / V2:E Property Damage Only 0 Head‐on Wrong Side / Wrong Way MV1 operating Commercial Street NB (wrong way). MV2 (large

truck) turning right from Lynnway onto Commercial Street SB struck MV1 head‐on.

29 7/15/2013 9:13 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Commercial Street SB. MV1 was

stopped at a red light when it was rear‐ended by MV2.

30 8/27/2013 4:43 AM Dark ‐ Lighted Other Wet 2 V1:W / V2:W Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 (truck) both operating Lynnway WB. MV1 was


31 9/10/2013 12:26 PM Daylight Rain Wet 2 V1:S / V2:E Non‐fatal Injury 2 Head‐on Wrong Side / Wrong Way

MV1 operating Commercial Street SB; MV2 operating Lynnway EB in the left‐turn lane. MV1 made a right‐turn onto the Lynnway but overshot the turn, turning into the NB lanes, as opposed to

the SB lanes, where it struck MV2.

32 10/13/2013 10:55 AM Daylight Cloudy Dry 2 V1:W / V2:W Property Damage Only 0 Sideswipe Inattention / Distracted MV1 & MV2 both operating Lynnway WB. MV1 was stopped at a red light when it was sideswipped by MV2 in the adjacent lane.

MV2 blew threw the red light.

33 10/30/2013 6:42 AM Daylight Clear Dry 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 operating Commercial Street NB. MV1 struck MV2 as MV2 attempted a left turn into the Shell Gas Station without yielding the right‐of‐way to MV1. MV2 had been in a queue of 3 cars waiting to turn left; MV1 let the 1st 2 cars turn, so MV2 expected MV1 would let him turn,

too.

34 11/19/2013 7:29 PM Dark ‐ Lighted Clear Dry 2 V1:W / V2:Parked Property Damage Only 0 Rear‐end No Improper Driving MV1 operating Lynnway WB turning right onto Commercial Street

rear‐ended a parked MV2. MV2 (tanker truck) was parked on side of Commercial Street waiting to turn into Spiro's Gas Station.

35 12/17/2013 8:00 AM Daylight Clear Wet 2 V1:W / V2:W Non‐fatal Injury 1 Rear‐end Inattention / Distracted MV1 & MV2 both operating Lynnway WB in traffic, approaching Commercial Street. MV1 was slowing in traffic when it was rear‐

ended by MV2.

36 1/24/2014 5:10 PM Dark ‐ Lighted Clear Dry 3 V1:E / V2:E / V3:E Property Damage Only 0 Rear‐end Followed Too Closely MV1, MV2, & MV3 all operating Lynnway EB in the left‐turn lane. MV1 failed to stop, rear‐ending MV2 and pushing MV2 into rear

of MV3.


1/1/2011 ‐ 12/31/2015

Collision Diagram




37 1/28/2014 9:40 AM Daylight Clear Dry 2 V1:W / V2:W Property Damage Only 0 Rear‐end Followed Too Closely

MV1 & MV2 operating Lynnway WB approaching Commercial Street when MV2 was rear‐ended by MV1. MV2 came to a sudden stop to avoid hitting a pedestrian on crutches that

stepped out into the roadway from the median.

38 2/2/2014 12:10 AM Dark ‐ Lighted Clear Dry 2 V1:W / V2:S Property Damage Only 0 Angled Disregarded Traffic Controls MV1 operating Lynnway WB; MV2 operating Commercial Street SB. MV1 struck MV2 as MV2 ran a red light while attempting a

left turn onto Lynnway EB.

39 3/24/2014 9:11 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Sideswipe Inattention / Distracted MV1 & MV2 both operating Commercial Street SB. MV2 was

operating in right‐turn lane when sideswiped by MV1. MV1 was attempting to change from the middle lane to the right‐turn lane.

40 5/2/2014 10:09 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Sideswipe Inattention / Distracted

MV1 & MV2 both operating Commercial Street SB. MV1 was stopped at a red light in the left‐turn lane when it was sideswiped by MV2. MV2 was trying to cut across the lanes to turn left into

Spiro's Gas Station.

41 6/17/2014 8:03 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Sideswipe Inattention / Distracted MV1 & MV2 both operating Commercial Street SB. MV1 was

slowing in right lane to make a right‐turn. MV2 was continuing straight from the center lane when it sideswiped MV1.

42 7/1/2014 8:04 AM Daylight Clear Dry 2 V1:W / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way MV2 was operating Commercial Street SB when it struck MV1.

MV1 was turning left out of Spiro's Gas Station onto Commercial Street SB but failed to yield right‐of‐way to MV2.

43 7/2/2014 12:38 PM Daylight Clear Dry 2 V1:N / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way


MV2.

44 7/21/2014 7:40 PM Dusk Clear Dry 2 V1:S / V2:W Property Damage Only 0 Angled Failure to Yield Right‐of‐Way MV1 operating Commercial Street SB; MV2 (tractor trailer)

operating Lynnway WB. MV1 attempted a right‐turn‐on‐red when it struck the trailer of MV2.

45 7/28/2014 1:37 PM Daylight Clear Dry 2 V1:E / V2:E Property Damage Only 0 Sideswipe Made an Improper Turn MV1 & MV2 both operating Lynnway EB. MV2 was turning left onto Commercial Street when it was sideswiped by MV1. MV1

attempted to turn left from the adjacent through‐only lane.

46 9/25/2014 2:31 PM Daylight Not Reported Dry 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way MV1 operating Commercial Street SB; MV2 operating Commercial

Street NB. MV1 struck MV2 as MV2 attempted to turn left into Shell Gas Station without yielding right‐of‐way to MV1.

47 9/29/2014 3:30 PM Daylight Clear Dry 2 V1:W / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 exiting Spiro's Gas Station attempting to cut across Commercial Street to access the right‐turn lane onto Lynnway;

MV2 operating Commercial Street SB. MV1 struck MV2 as MV2 failed to yield the right‐of‐way.

48 10/12/2014 9:25 PM Dark ‐ Lighted Clear Dry 2 V1:W / V2:E Non‐fatal Injury 1 Angled Disregarded Traffic Controls MV1 operating Lynnway WB; MV2 (motorcycle) operating

Lynnway EB. MV2 was taking a left turn onto Commercial Street when it was struck by MV1. MV1 ran a red light.

49 11/16/2014 2:05 PM Daylight Cloudy Dry 2 V1:W / V2:E Property Damage Only 0 Angled Made an Improper Turn

MV1 operating Lynnway WB; MV2 operating Lynnway EB. MV2 struck MV1 as MV1 attempted a left‐turn onto Commercial Street. Left‐turns are not permitted from the Lynnway WB approach. MV1 collided into a sign post on SE intersection

corner.

50 11/22/2014 7:20 AM Daylight Clear Dry 2 V1:E / V2:S Property Damage Only 0 Angled Disregarded Traffic Controls MV1 operating Lynnway EB; MV2 operating Commercial Street

SB. MV2 struck MV1 as MV1 entered intersection on a red light.

51 12/2/2014 7:50 AM Daylight Cloudy Dry 2 V1:W / V2:W Property Damage Only 0 Sideswipe Disregarded Traffic Controls

MV1 & MV2 both operating Lynnway WB. MV1 was changing from middle lane to right lane just passed Commercial Street

when it struck MV2. MV2 was traveling at a high rate of speed, traversing the Commercial Street intersection from the right‐turn‐

only lane.

52 12/27/2014 7:05 PM Dark ‐ Lighted Clear Dry 2 V1:S / V2:S Property Damage Only 0 Angled Erratic / Aggressive / Reckless Driving MV1 (left lane) & MV2 (right lane) both operating Commercial

Street SB. MV1 cut off MV2, making a sudden right‐turn into the Shell Gas Station. MV2 struck the rear quarter panel of MV1.

53 1/6/2015 2:39 PM Daylight Snow Snow 2 V1:E / V2:E Property Damage Only 0 Rear‐end No Improper Driving

MV1 & MV2 both operating Lynnway EB. MV1 was stopped at red light waiting to turn left onto Commercial Street when it was rear‐ended by MV2. MV2 slid in the snow when attempting to

stop.


1/1/2011 ‐ 12/31/2015

Collision Diagram




54 1/31/2015 11:34 AM Daylight Clear Dry 2 V1:E / V2:E Property Damage Only 0 Rear‐end Followed Too Closely

MV1 & MV2 (tractor trailer) both operating Lynnway EB in left‐turn‐only lane. MV1 in queue of traffic forced to stop upon

reaching the intersecton due to red light. MV2, following too closely, rear‐ended MV1.

55 2/12/2015 6:56 AM Daylight Clear Wet 2 V1:S / V2: E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 exiting Shell Gas Station attempting left turn onto Commercial Street NB. MV2 was struck by MV1 after failing to yield the right‐of‐way. MV2

reported that snowbanks on either side of the driveway obstructed its vision.

56 4/15/2015 8:39 AM Daylight Clear Dry 2 V1:E / V2:E Property Damage Only 0 Sideswipe No Improper Driving

MV1 & MV2 (tractor trailer) both operating Lynnway EB in adjacent lanes. MV2 motioned for MV1 to stop so he could utilize

the left lane to swing the trailer to complete a right‐turn onto Commercial Street SB. During the turn, the rear of the trailer

struck the passenger‐side mirror of MV1.

57 4/22/2015 6:57 AM Daylight Clear Dry 2 V1:E / V2:E Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Lynnway EB in the left‐turn‐only lane.

MV1 stopped for a red light when it was rear‐ended by MV2.

58 5/26/2015 8:18 PM Daylight Clear Dry 2 V1:S / V2:E Property Damage Only 0 Sideswipe Erratic / Aggressive / Reckless Driving

MV2 was operating Commercial Street SB when it was sideswiped by MV1. MV1 (being driven by a carjacker) was fleeing the scene of the crime. MV1 made a fast left‐turn onto Commercial Street

from Lynnway EB where it lost control after sideswiping MV1 and crashed into a cement wall at Spiro's Gas Station.

59 6/18/2015 1:51 PM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Rear‐end Inattention / Distracted MV1 & MV2 both operating Commercial Street SB. MV1 was

stopped in traffic for a red light when it was rear‐ended by MV2.

60 8/11/2015 4:34 PM Daylight Rain Wet 2 V1:N / V2:S Non‐fatal Injury 1 Angled Failure to Yield Right‐of‐Way


MV2.

61 9/23/2015 10:44 AM Daylight Clear Dry 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way MV1 operating Commercial Street SB; MV2 operating Commercial

Street NB. MV1 struck MV2 as MV2 attempted to turn left into Shell Gas Station without yielding right‐of‐way to MV1.

62 9/29/2015 7:58 AM Daylight Cloudy Not Reported 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 exiting Shell Gas Station attempting left turn onto Commercial Street NB. MV2 was struck by MV1 after failing to yield the right‐of‐way. MV2

reported that a box truck to the left of the driveway obstructed its vision.

63 11/13/2015 8:48 AM Daylight Clear Dry 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 exiting Shell Gas Station attempting left turn onto Commercial Street NB.

Commercial Street SB traffic stopped to let MV2 exit but blocked MV2's view of oncoming MV1. MV2 was struck by MV1 after

failing to yield the right‐of‐way.

64 10/15/2011 12:27 PM Daylight Clear Dry 2 V1:S / V2:E Property Damage Only 0 Head‐on Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB, moving slowly in traffic. MV2 was exiting the Shell Gas Station attempting a left turn onto

Commercial Street NB. MV2 failed to yield the right‐of‐way, striking front of MV1 as it turned left. MV2 provided MV1 with

false identification and then fled scene.

65 3/5/2012 11:36 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Sideswipe Inattention / Distracted

MV1 & MV2 both operating Commercial Street SB in adjacent lanes. MV2 (in center lane) attempted to move over into right

lane to turn into Shell Gas Station. MV1, already in the right lane, struck MV2.

66 5/5/2012 1:28 PM Daylight Clear Dry 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way MV1 operating Commercial Street SB; MV2 making left‐turn from Shell Gas Station onto Commercial Street NB. MV2 was struck by

MV1 as it failed to yield the right‐of‐way.

67 6/18/2012 7:47 AM Daylight Clear Dry 2 V1:E / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way MV1 making left‐turn from Shell Gas Station onto Commercial

Street NB; MV2 operating Commercial Street SB. MV1 was struck by MV2 as it failed to yield the right‐of‐way.

68 4/15/2013 3:44 PM Daylight Clear Dry 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 making left‐turn from Shell Gas Station onto Commercial Street NB. MV2 was struck by MV1 as it failed to yield the right‐of‐way. A vehicle in right lane

stopped and waived MV2 on but MV2 did not see MV1 approaching in adjacent lane.


1/1/2011 ‐ 12/31/2015

Collision Diagram




69 9/20/2013 5:51 PM Daylight Clear Dry 2 V1:E / V2:S Non‐fatal Injury 1 Angled Failure to Yield Right‐of‐Way

MV1 making left‐turn from Shell Gas Station onto Commercial Street NB; MV2 operating Commercial Street SB. MV1 was

waived on by a vehicle that stopped in the right lane. MV1 began pulling out when it struck MV2 traveling in the adjacent lane.

70 4/11/2014 10:27 PM Dark ‐ Lighted Cloudy Dry 2 V1:S / V2:S Property Damage Only 0 Sideswipe Made an Improper Turn MV1 & MV2 both operating Commercial Street SB in adjacent

lanes. MV2 (in center lane) attempted a right turn into the Shell Gas Station when it sideswiped MV1 (in right lane).

71 5/20/2015 6:02 PM Daylight Clear Dry 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 exiting Shell Gas Station attempting left‐turn onto Commercial Street NB. Vehicle

in center lane stopped and waived MV2 on. During turn, MV2 struck MV1, which was traveling in the left lane. MV2 couldn't

see MV1 due to the vehicle in the center lane that stopped to let him go.

72 10/16/2015 2:49 PM Daylight Clear Dry 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 operating Commercial Street NB. Left‐turn and through lanes full of queued cars; right‐

lane empty. Cars in left and through lanes stopped to let MV2 turn left into Shell Gas Station. MV2 began turning when it was

struck by MV1 traveling in the right‐turn lane.

73 12/24/2013 12:18 PM Daylight Clear Dry 2 V1:S / V2:S Non‐fatal Injury 2 Sideswipe Failure to Yield Right‐of‐Way MV1 & MV2 both operating Commercial Street SB. MV1 was in

center lane attempting to move into left lane when it struck MV2. MV2 was operating next to MV1 in left lane already.

74 8/22/2015 8:15 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Sideswipe Other

MV1 & MV2 both operating Commercial Street SB (one‐way portion) just south of Lynnway. MV1 was stopped in the middle of the road; MV2 attempted to pass MV1 on its left when MV1

made a left‐turn to park. No pavement markings are provided on Commercial Street (one‐way) to designate lane usage.

Crash Data Summary Charts Commercial Street @ Lynnway (Route 1A) ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Commercial Street @ Lynnway (Route 1A) 74

Month # % January 9 12% February 3 4% March 4 5% April 5 7% May 8 11% June 6 8% July 9 12% August 3 4% September 8 11% October 9 12% November 6 8% December 4 5%

Day of Week # % Sunday 6 8% Monday 12 16% Tuesday 17 23% Wednesday 13 18% Thursday 8 11% Friday 10 14% Saturday 8 11%

Time of Day # % 6AM ‐ 9AM 17 23% 9AM ‐ 12PM 18 24% 12PM‐3PM 13 18% 3PM ‐ 6PM 7 9% 6PM ‐ 9PM 11 15% 9PM ‐ 6AM 8 11%

Manner of Collision # % Single Vehicle 1 1% Rear‐end 19 26% Angled 34 46% Sideswipe 14 19% Head‐on 4 5% Ped/Bike 2 3% Other / Not Reported 0 0%

Weather Conditions # % Clear 54 73% Cloudy 7 9% Rain 6 8% Snow 1 1% Other 1 1% Not Reported 5 7%

Road Surface # % Dry 61 82% Wet 11 15% Snow / Ice 1 1% Other / Not Reported 1 1%

Crash Severity # % Property Damage Only 62 84% Non‐Fatal Injury 12 16% Fatal Injury 0 0% Not Reported 0 0%

Main Contributing Factor from Narrative # % Following Too Closely 9 12% Visibility Obstructed / Glare 0 0% Failure to Yield Right‐Of‐Way 22 30% Innattention / Distracted 12 16% Disregarded Traffic Controls 8 11% Excessive Speed 1 1% Wrong Side / Wrong Way 2 3% Erratic / Aggressive / Reckless Driving 3 4% Swerving / Avoiding / Over‐Steering / Over‐Correcting 1 1% Failure to Keep in Proper Lane 2 3% Made an Improper Turn 4 5% No Improper Driving 6 8% Other / Not Reported 4 5%

0%

2%

4%

6%

8%

10%

12%

14%

0% 5%

10% 15% 20% 25%

0%

10%

20%

30%

6AM ‐ 9AM 9AM ‐ 12PM 12PM‐3PM 3PM ‐ 6PM 6PM ‐ 9PM 9PM ‐ 6AM

0% 10% 20% 30% 40% 50%

Single Vehicle

Rear‐end Angled Sideswipe Head‐on Ped/Bike Other / Not

Reported

0% 20% 40% 60% 80%

Clear Cloudy Rain Snow Other Not Reported

0% 50%

100%

Dry Wet Snow / Ice Other / Not Reported

0% 5%

10% 15% 20% 25% 30% 35%

0% 50%

100%

Property Damage Only

Non‐Fatal Injury Fatal Injury Not Reported

T0554.01_Crash Data 2011‐2015 Sheet 1 of 1

Lynn Gear Works Redevelopment· Lynn, Massachusetts Road Safety Audit

LOCATION: Commercial Street @ McDonald's Driveway CITY/STATE: Lynn, Massachusetts TIME PERIOD: 2011· 2015 PREPARED BY: TEC, Inc. / Eric R. Paquette, E.I.T. SOURCE: MassDOT / City of Lynn Police Department

1 2 3 4 7 8@@ 11 1a ~

McDonald's Drlwway


_ VEHICLE PATH , FIXED OBJECT ~ HEAD-ON COWSION 1. Approximate location of collision,

_ BACKING VEHICLE \.- ANGLED COWSION • MOVEABLE OBJECT 2. Direction of collision, 3. Type of collision and vehicles involved, PARKED VEHICLE~ SIDESWIPE COLUSION

----00 FIXED OBJECT COLLISION = 4. Time, Day, Date

----+P PEDESTRIAN COLLISION 0 PERSONAL INJURY 5. Any other pertinent factors mentioned OVERTURNED VEHICLE--,,-+ on the report.

----+C CVCUST COLUSION 0 FATALITY -,I\r+ OUT-OF-CONTROL VEHICLE

______ REAR-END COlUSION A ANIMAL

SUMMARY OF CRASHES ON DIAGRAM [no fatal collisions]


NON·FATALINJURY

UNKNOWN I NOT REPORTED

TOTAL

REAR-END

• 1

• 1

SIDESWIPE

••••

HEAD-ON

1

•• 1

ANGLED,. 2

• 12

SINGLEVEH

••••

PED IKE

••••

OTHER UNK

••••

TOTAL

11

3

• 14

Figure RSA·2

Collision Diagram lEe: 2011·2015 Collision Data TEC, Inc.

65 Glenn street 1169 Ocean Blvd, Unit 101 Lawrence, MA 01843 Hampton, NH 03842

(978) 794.1792 (603) 601.8154 www.TheEnglneerlngCorp.mm

Crash Data Summary Tables Commercial Street @ McDonald's Driveway ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram




1 2/23/2011 10:27 AM Daylight Clear Dry 2 V1:E / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 turning left from McDonald's Driveway onto Commercial Street NB; MV2 operating Commercial Street SB. Another SB MV

stopped to let MV1 exit when it was struck by MV2 in adjacent lane. MV2 had the right‐of‐way but couldn't avoid the accident

due to solar glare obstructing her view of MV1.

2 5/18/2011 8:29 AM Daylight Cloudy Wet 2 V1:E / V2:S Property Damage Only 0 Head‐on Failure to Yield Right‐of‐Way

MV1 turning left from McDonald's Driveway onto Commercial Street NB; MV2 operating Commercial Street SB. Another SB MV stopped to let MV1 exit when MV1 struck MV2 mid‐turn. MV2

operating in lane adjacent to stopped SB MV. MV2 had the right‐of‐way.

3 11/30/2011 5:23 PM Dark ‐ Lighted Clear Dry 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 turning left from McDonald's Driveway onto Commercial Street NB. Two SB MVs

in adjacent lanes stopped to let MV2 exit. As MV2 was turning, it struck MV1, which was operating in the left‐most SB lane.

4 12/15/2011 4:37 PM Dark ‐ Lighted Cloudy Dry 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 turning left from McDonald's Driveway onto Commercial Street NB. MV2 struck

MV1 at an angle as it exited. MV2 refused to give information to MV1 and then fled the scene.

5 1/20/2012 9:14 AM Daylight Clear Wet 2 V1:N / V2:N Non‐fatal Injury 1 Rear‐end Followed Too Closely

MV1 & MV2 both operating Commercial Street NB. MV1 came to a stop near McDonald's Driveway when it was rear‐ended by

MV2. MV2 fled the scene, turning left into McDonald's and then heading down Lynnway.

6 3/6/2012 7:41 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Angled Made an Improper Turn

MV1 & MV2 both operating Commercial Street SB. MV1 was in right lane; MV2 was in left lane. MV2 attempted right‐turn into McDonald's Driveway from left lane when it was struck by MV1. MV1 did not see that MV2 had its blinker on due to solar glare.

7 11/12/2012 7:30 AM Daylight Other Wet 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 attempting left‐turn from McDonald's Driveway onto Commercial Street NB. Another

SB MV stopped to let MV2 exit. As MV2 was turning, it struck MV1, traveling in lane adjacent to stopped SB MV.

8 6/29/2013 10:59 AM Daylight Cloudy Dry 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way



9 1/11/2014 10:50 AM Daylight Cloudy Wet 2 V1:S / V2:E Non‐fatal Injury 2 Angled Failure to Yield Right‐of‐Way



10 6/24/2014 11:10 AM Daylight Clear Dry 2 V1:S / V2:E Non‐fatal Injury 1 Angled Failure to Yield Right‐of‐Way



11 7/18/2014 12:38 PM Daylight Clear Dry 2 V1:E / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 attempting left‐turn from McDonald's Driveway onto Commercial Street NB; MV2 operating Commercial Street SB.

MV2 struck MV1 as MV1 attempted its left‐turn. MV2 was operating at a high rate of speed and planning to turn left onto

the Lynnway EB (but was operating in right lane). No lane markings on Commercial Street due to recent repaving.

12 5/2/2015 1:15 PM Daylight Clear Dry 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 operating Commercial Street NB. MV2 was waiting to turn left into

McDonald's Driveway when it was waived on by a SB MV. MV2 began the turn when it was struck by MV1, operating in lane

adjacent to stopped SB MV.

13 7/18/2015 7:58 AM Daylight Rain Wet 2 V1:E / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 attempting left‐turn from McDonald's Driveway onto Commercial Street NB; MV2 operating Commercial Street SB.

MV1 struck MV2 as it attempted the left turn after supposedly looking both ways for oncoming traffic.

I I I I I I

Crash Data Summary Tables Commercial Street @ McDonald's Driveway ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Number of Number of Crash Date Crash Time Ambient Light Weather Condition Road Surface Vehicle Travel Directions Crash Severity Manner of Collision Driver Contributing Codes Detailed Narrative (from Crash Report)

Diagram Vehicles NonFatal Injuries

MV1 operating Commercial Street SB; MV2 operating 14 8/31/2015 7:57 AM Daylight Clear Dry 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way Commercial Street NB. MV1 struck MV2 as MV2 attempted left‐

turn onto McDonald's Driveway without yielding right‐of‐way.

Crash Data Summary Charts Commercial Street @ McDonald's Driveway ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Commercial Street @ McDonald's Driveway 14









0%

2%

4%

6%

8%

10%

12%

14%

16%

0%

10%

20%

30%

0%

10%

20%

30%

40%


0% 20% 40% 60% 80%

100%

Single Vehicle


Reported

0%

20%

40%

60%


0% 50%

100%


0% 10% 20% 30% 40% 50% 60% 70% 80% 90%

0% 50%

100%





OVERTURNED VEHICLE

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LOCATION: Commercial Street @ Alley Street CITY/STATE: Lynn, Massachusetts TIME PERIOD: 2011- 2015 PREPARED BY: TEC, Inc. / Eric R. Paquette, E.I.T. SOURCE: MassDOT / City of Lynn Police Department

9 6

2

1

C

5

11

4 10 3 8

7

LEGEND SHOW FOR COLLISION FIXED OBJECTVEHICLE PATH HEAD-ON COLLISION 1. Approximate location of collision,

BACKING VEHICLE MOVEABLE OBJECT 2. Direction of collision,ANGLED COLLISION 3. Type of collision and vehicles involved,

FIXED OBJECT COLLISION PARKED VEHICLESIDESWIPE COLLISION 4. Time, Day, Date

PEDESTRIAN COLLISION PERSONAL INJURY 5. Any other pertinent factors mentioned on the report.

FATALITYCYCLIST COLLISION OUT-OF-CONTROL VEHICLE


SUMMARY OF CRASHES ON DIAGRAM [ no fatal collisions] PED/BIKE OTHER / UNK TOTALREAR-END SIDESWIPE HEAD-ON ANGLED SINGLE VEH

2 1 0 6 0 0 0 9PROPERTY DAMAGE ONLY 0 0 0 1 0 1 0 2NON-FATAL INJURY 0 0 0 0 0 0 0 0

2 1 0 7 0 1 0 11TOTAL

P

A

Figure RSA-3




(978) 794.1792 (603) 601.8154


Crash Data Summary Tables Commercial Street @ Alley Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram




1 1/20/2011 8:15 AM Daylight Clear Wet 2 V1:S / V2:W Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 exiting Lumber Yard (immediately adjacent to Alley Street), making left‐turn onto

Commercial Street SB. NB traffic stopped to let MV2 turn when it was struck by MV1.

2 2/16/2011 9:08 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Angled Made an Improper Turn

MV1 & MV2 both operating Commercial Street SB in adjacent lanes. MV2 (in right lane) attempted left‐turn onto Alley Street when it struck MV1 (in left lane). MV2 arrested for operating

without a license.

3 5/26/2011 5:48 PM Daylight Clear Dry 2 V1:N / V2:W Property Damage Only 0 Angled Over‐Steering / Over‐Correcting

MV1 operating Commercial Street NB; MV2 operating Alley Street WB. MV2 was stopped at STOP sign when it was struck by MV1. MV1 was turning right onto Alley Street but made the turn

too wide. Passengers in MV1 fled the scene on foot.

4 2/16/2012 7:20 AM Daylight Clear Dry 2 V1:S / V2:W Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Alley Street WB; MV2 operating Commercial Street SB. MV1 was attempting a left‐turn onto Commercial

Street SB after stopping at STOP sign when it struck MV2. MV2 was making left turn onto Alley Street and had right‐of‐way.

5 11/22/2013 10:30 AM Daylight Rain Wet 1 V1:W Non‐fatal Injury 1 Cyclist Inattention / Distracted

MV1 operating Alley Street WB. MV1 had stopped at STOP sign and then began a right‐turn when it struck a cyclist in the

crosswalk operating SB on the NB side of Commercial Street. MV1 operator had been looking left for a gap in oncoming traffic

and did not see the cyclist approach from his right.

6 12/19/2013 8:34 AM Daylight Clear Snow 2 V1:S / V2:S Property Damage Only 0 Sideswipe No Improper Driving MV1 & MV2 both operating Commercial Street SB. MV2 stopped

due to traffic near Alley Street. MV1 attempted to go around MV2 when it sideswiped MV2.

7 1/23/2014 2:21 PM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Inattention / Distracted MV1 & MV2 both operating Commercial Street NB. MV2 stopped short due to a stopped car in front of her at Alley Street when it

was rear‐ended by MV1.

8 1/3/2015 6:55 PM Dark ‐ Lighted Snow Snow 2 V1:N / V2:W Non‐fatal Injury 1 Angled No Improper Driving MV1 operating Commercial Street NB; MV2 operating Alley

Street WB. MV1 struck MV2 as it attempted right‐turn onto Alley Street. MV1 slid in the snow during the turn, striking MV2.

9 2/13/2015 7:58 PM Dark ‐ Lighted Cloudy Snow 2 V1:S / V2:S Property Damage Only 0 Rear‐end No Improper Driving MV1 & MV2 both operating Commercial Street SB. MV2 stopped

in traffic just prior to Alley Street when it was rear‐ended by MV1. MV1 slid in the snow as it attempted to stop.

10 5/31/2015 1:48 PM Daylight Rain Wet 2 V1:W / V2:S Property Damage Only 0 Angled Other

MV1 operating Alley Street WB; MV2 operating Commercial Street SB. MV1 was stopped at STOP sign waiting to make left

turn. MV2 signaled to turn left onto Alley Street and then slowed way down. MV1 thought MV2 was letting him turn left, so he proceeded into the intersection where he was struck by MV2.

11 6/23/2015 3:19 PM Daylight Clear Dry 2 V1:S / V2:W Property Damage Only 0 Angled Over‐Steering / Over‐Correcting

MV1 operating Commercial Street SB; MV2 operating Alley Street WB. MV2 was approaching STOP sign and preparing to make a

right‐turn when it was struck by MV1. MV1 was turning left onto Alley Street but made the turn too sharp, ending up in MV2's

lane.

Crash Data Summary Charts Commercial Street @ Alley Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Commercial Street @ Alley Street 11









0%

5%

10%

15%

20%

25%

30%

0% 10% 20% 30% 40% 50%

0%

10%

20%

30%


0% 20% 40% 60% 80%

Single Vehicle


Reported

0% 20% 40% 60% 80%


0%

50%


0%

5%

10%

15%

20%

25%

30%

0% 50%

100%





1 10

3 7 11

8

9

13


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LOCATION: Commercial Street @ Bennett Street CITY/STATE: Lynn, Massachusetts TIME PERIOD: 2011- 2015 PREPARED BY: TEC, Inc. / Eric R. Paquette, E.I.T. SOURCE: MassDOT / City of Lynn Police Department

15

6

16

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4 12

14

17

2

5








CYCLIST COLLISION

SUMMARY OF CRASHES ON DIAGRAM [ no fatal collisions] REAR-END SIDESWIPE HEAD-ON ANGLED SINGLE VEH PED/BIKE OTHER / UNK TOTAL

PROPERTY DAMAGE ONLY 7 0 0 6 1 1 0 15

NON-FATAL INJURY 0 0 0 0 0 2 0 2

TOTAL

0

7

0

0

0

0

0

6

0

1

0

3

0

0

0

17

Figure RSA-4




(978) 794.1792 (603) 601.8154


Crash Data Summary Tables Commercial Street @ Bennett Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram




1 5/31/2011 12:10 PM Daylight Clear Dry 2 V1:S / V2:E Property Damage Only 0 Angled Visibility Obstructed

MV1 operating Commercial Street SB; MV2 operating Bennett Street EB. MV2 was attempting left turn onto Commercial Street NB when it collided with MV1. MV2 did not see MV1 due to an unknown vehicle making a right turn onto Bennett Street from

Commercial Street SB.

2 7/13/2011 10:08 AM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Commercial Street NB, just prior to Bennett Street. MV1 slowed suddenly to avoid a pot hole when

it was rear‐ended by MV2.

3 11/4/2011 3:20 PM Daylight Clear Dry 1 V1:E Non‐fatal Injury 1 Cyclist No Improper Driving

MV1 operating Bennett Street EB. MV1 began a right‐turn after stopping at STOP sign when it struck a cyclist. The cyclist was

traveling NB in the SB lanes. MV1 did not see cyclist due to tow truck parked along edge of SB lanes south of Bennett Street.

4 4/13/2012 11:34 AM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Inattention / Distracted MV1 & MV2 both operating Commercial Street NB. MV1 slowed to turn left onto Bennett Street when it was rear‐ended by MV2.

5 5/12/2012 7:22 PM Dusk Clear Dry 3 V1:N / V2:N / V3: Parked Property Damage Only 0 Rear‐end Other

MV1 & MV2 both operating Commercial Street NB near Bennett Street. MV1 rear‐ended MV2. MV1 reversed then tried to pass

MV2 on the right when it sideswiped a parked MV3. MV1 operator arrested for DUI and no license.

6 9/18/2012 3:09 PM Daylight Cloudy Dry 2 V1:S / V2:S Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Commercial Street SB just prior to Bennett Street. MV1 stopped in traffic when it was rear‐ended

by MV2.

7 10/18/2012 8:24 AM Daylight Clear Dry 1 V1:E Non‐fatal Injury 1 Cyclist No Improper Driving

MV1 operating Bennett Street EB. MV1 began a right‐turn after stopping at STOP sign when it struck a cyclist. The cyclist was traveling NB in the SB lanes. Cyclist claims to have just come

from Methadone Clinic. Witness states cyclist was riding erratically.

8 1/6/2013 7:09 AM Daylight Snow Wet 2 V1:N / V2:S Property Damage Only 0 Angled Failure to Keep in Proper Lane

MV1 operating Commercial Street NB; MV2 operating Commercial Street SB. MV2 struck MV1 as MV1 attempted a left‐

turn onto Bennett Street. MV1 crossed the double‐yellow line well before the Bennett Street intersection.

9 1/8/2013 5:09 PM Dark ‐ Lighted Clear Dry 2 V1:N / V2:N Property Damage Only 0 Angled Inattention / Distracted

MV1 & MV2 both operating Commercial Street NB, making left‐turns onto Bennett Street. After making left‐turn, MV1

attempted 3‐point turn to reverse direction. MV2 stopped to allow MV1 to turn around but MV1 backed into MV2 in the

process.

10 8/15/2014 6:37 AM Daylight Clear Not Reported 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way MV1 operating Commercial Street SB; MV2 operating

Commercial Street NB. MV2 was struck by MV1 as it made a left‐turn onto Bennett Street without yielding the right‐of‐way.

11 5/18/2015 10:24 AM Daylight Clear Dry 1 V1:E Property Damage Only 0 Cyclist No Improper Driving MV1 operating Bennett Street EB. MV1 began a right‐turn after

stopping at STOP sign when it struck a cyclist. The cyclist was traveling NB in the SB lanes.

12 6/16/2015 11:54 AM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Other MV1 & MV2 both operating Commercial Street NB. MV2 slowed to turn left onto Bennett Street when it was rear‐ended by MV1.

13 6/17/2015 9:24 AM Daylight Clear Dry 2 V1:E / V2:E Property Damage Only 0 Angled Failure to Keep in Proper Lane

MV1 & MV2 both operating Bennett Street EB. MV2 (tractor trailer) was stopped at STOP sign waiting to turn left. MV1

thought MV2 was parked and attempted to pass it on its left, fully entering the WB lane. MV2 began its left turn when the

trailer portion of MV2 struck MV1, partially lodging MV1 under the trailer.

14 7/2/2015 6:30 PM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Inattention / Distracted MV1 & MV2 both operating Commercial Street NB. MV1 slowed to turn left onto Bennett Street when it was rear‐ended by MV2.

15 10/22/2015 11:49 AM Daylight Clear Dry 2 V1:Parked / V2:S Property Damage Only 0 Single Vehicle No Improper Driving

MV2 (tractor trailer) turning right onto Bennett Street WB from Commercial Street SB when the top of the truck caught the

electrical wires overhead. The tugging of the wires caused an electrical pole to snap and fall onto a car parked just just of the intersection. Inspection revealed that the base of the pole was

rotted.

16 11/4/2015 3:09 PM Daylight Clear Dry 2 V1:E / V2:N Property Damage Only 0 Angled Over‐Steering / Over‐Correcting MV1 operating Bennett Street EB; MV2 operating Commercial Street NB. MV1 struck MV2 as it made a wide right‐turn onto

Commercial Street SB, swinging into MV2's lane.

I I I I

Crash Data Summary Tables Commercial Street @ Bennett Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Number of Number of Crash Date Crash Time Ambient Light Weather Condition Road Surface Vehicle Travel Directions Crash Severity Manner of Collision Driver Contributing Codes Detailed Narrative (from Crash Report)

Diagram Vehicles NonFatal Injuries

17 11/18/2015 10:25 AM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Inattention / Distracted MV1 & MV2 both operating Commercial Street NB. MV1 slowed to turn left onto Bennett Street when it was rear‐ended by MV2.

Crash Data Summary Charts Commercial Street @ Bennett Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Commercial Street @ Bennett Street 17









0% 2% 4% 6% 8%

10% 12% 14% 16% 18% 20%

0% 5%

10% 15% 20% 25%

0%

20%

40%

60%


0% 10% 20% 30% 40% 50%

Single Vehicle


Reported

0%

50%

100%


0% 50%

100%


0%

5%

10%

15%

20%

25%

0% 50%

100%





2P

3

4

10

16

23

12

29

9 18

21


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LOCATION: Commercial Street @ Neptune Boulevard / Neptune Street CITY/STATE: Lynn, Massachusetts TIME PERIOD: 2011- 2015 PREPARED BY: TEC, Inc. / Eric R. Paquette, E.I.T. SOURCE: MassDOT / City of Lynn Police Department

24

8 20

28

17

25

26

11

13

5

67

14

C

22

27

19

15








CYCLIST COLLISION

SUMMARY OF CRASHES ON DIAGRAM [ no fatal collisions] REAR-END SIDESWIPE HEAD-ON ANGLED SINGLE VEH PED/BIKE OTHER / UNK TOTAL

PROPERTY DAMAGE ONLY 8 4 0 7 1 1 0 21


TOTAL

0

10

0

4

0

0

0

11

0

1

0

3

0

0

0

29

P

A

Figure RSA-5




(978) 794.1792 (603) 601.8154


C

Crash Data Summary Tables Commercial Street @ Neptune Boulevard / Neptune Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram




1 8/14/2011 4:50 PM Daylight Rain Wet 2 V1:S / V2:S Property Damage Only 0 Sideswipe Failure to Yield Right‐of‐Way MV1 operating Commercial Street SB approaching Neptune

Street when it was sideswiped by MV2. MV2 was pulling into traffic from an on‐street parking spot.

2 10/8/2011 10:24 PM Dark ‐ Lighted Clear Dry 1 V1:S Non‐fatal Injury 1 Pedestrian Not Reported MV1 operating Commercial Street SB struck a pedestrian crossing

Commercial Street from Neptune Boulevard to Neptune Street. MV1 fled the scene without stopping.

3 10/20/2011 2:19 PM Daylight Clear Dry 2 V1:S / V2:W Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 operating Neptune Boulevard WB. MV1 collided with MV2 after MV2 failed to yield

the right‐of‐way. Signal was operating in flash mode, with flashing yellow for the Commercial Street approach and flashing

red for the Neptune Boulevard approach.

4 6/24/2012 2:40 AM Dark ‐ Lighted Clear Dry 2 V1:N / V2:W Non‐fatal Injury 1 Angled Erratic / Aggressive / Reckless Driving

MV1 operating Commercial Street NB; MV2 operating Neptune Boulevard WB. MV1 entered intersection on yellow; MV2

entered intersection on green but failed to let MV1 clear the intersecton before entering. MV2 struck MV1, pushing MV1 into the traffic signal post on the NW corner of Commercial Street /

Neptune Street.

5 7/24/2012 2:30 PM Daylight Cloudy Wet 1 V1:W Non‐fatal Injury 1 Cyclist Not Reported

MV1 was operating Neptune Boulevard WB when it struck a bicyclist near the Commercial Street intersection. MV1 drove

cyclist to bank and gave cyclist $400 but did not exchange information. Cyclist had minor lower leg injury.

6 2/25/2013 2:23 PM Daylight Clear Dry 2 V1:W / V2:W Property Damage Only 0 Angled Inattention / Distracted

MV1 & MV2 operating Neptune Boulevard WB in adjacent lanes. MV1 was approaching a stopped bus when it decided to switch

into the left lane (MV2's lane) to go around the bus. MV1 struck MV2 not realizing MV2 was there.

7 3/20/2013 10:00 AM Daylight Clear Dry 2 V1:W / V2:W Property Damage Only 0 Rear‐end Wrong Side / Wrong Way MV1 & MV2 operating Neptune Boulevard WB. Both vehicles were stopped for a red light when MV2 operator put MV2 into

reverse, striking MV1.

8 9/15/2013 11:26 AM Daylight Clear Dry 3 V1:S / V2:S / V3:S Property Damage Only 0 Rear‐end Inattention / Distracted MV1, MV2, & MV3 all operating Commercial Street SB. MV1 & MV2 were stopped at a red light when MV3 rear‐ended MV2,

pushing MV2 into rear of MV1.

9 11/25/2013 3:54 PM Daylight Clear Dry 2 V1:E / V2:W Non‐fatal Injury 2 Angled Glare

MV1 operating Neptune Street EB, approaching Commercial Street. MV2 (taxi) had been pulled over to the right, operating

Neptune Street WB. It attempted a left turn into a driveway when it struck MV1. MV2 couldn't see MV1 due to glare.

10 12/7/2013 5:32 PM Dark ‐ Lighted Clear Dry 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 operating Commercial Street NB. MV1 struck MV2 as MV2 attempted a left

turn onto Neptune Street without yielding the right‐of‐way to MV1.

11 2/3/2014 12:48 PM Daylight Snow Snow 2 V1:N / V2:S Property Damage Only 0 Sideswipe Inattention / Distracted

MV1 operating Commercial Street NB waiting to turn left onto Neptune Street when sideswiped by MV2 (tractor trailer). MV2 was operating Commercial Street SB turning left onto Neptune

Boulevard when its trailer sideswiped MV1 during the turn.

12 5/9/2014 8:47 AM Daylight Cloudy Dry 2 V1:S / V2:S Non‐fatal Injury 2 Rear‐end Followed Too Closely MV1 & MV2 both operating Commercial Street SB. MV1 stopped

just passed Neptune Street when it was rear‐ended by MV2. MV2 cited for unlicense operator of a motor vehicle.

13 10/12/2014 11:11 PM Dark ‐ Lighted Clear Dry 2 V1:N / V2:N Property Damage Only 0 Sideswipe Erratic / Aggressive / Reckless Driving MV1 & MV2 both operating Commercial Street NB. MV2 was stopped at red light when MV1 tried to pass MV2 on its left,

sideswiping MV2.

14 10/27/2014 3:07 PM Daylight Clear Dry 2 V1:E / V2:N Non‐fatal Injury 3 Angled Disregarded Traffic Controls

MV1 operating Neptune Street EB; MV2 operating Commercial Street NB. MV1 was going straight across intersection when it

was struck by MV2 after MV2 failed to stop at a red light. Impact sent both vehicles crashing into an electric box in the median of

Neptune Boulevard.

15 11/21/2014 7:17 AM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Angled Inattention / Distracted

MV1 & MV2 both operating Commercial Street NB. MV2 (truck) was passing a parked MV1 as it turned right onto Neptune

Boulevard when MV1 proceeded forward, attempting to enter the travel lane.

16 12/11/2014 4:47 PM Dark ‐ Lighted Rain Wet 2 V1:N / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street NB; MV2 operating Commercial Street SB. MV2 struck MV1 as MV1 attempted a left


Crash Data Summary Tables Commercial Street @ Neptune Boulevard / Neptune Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram




17 1/13/2015 9:42 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Commercial Street SB. MV1 was

stopping for a red light when it was rear‐ended by MV2.

18 5/2/2015 12:10 PM Daylight Clear Dry 2 V1:E / V2:E Property Damage Only 0 Angled Inattention / Distracted

MV1 & MV2 both operating Neptune Street EB. Commercial Street was backed up with traffic due to Dumpster Day at the

Lynn DPW at the end of Commercial Street. MV1 wasn't moving, so MV2 attempted to pass MV1 on its left to make the left turn.

MV1 then decided to turn left as well, striking MV2.

19 9/18/2015 3:12 PM Daylight Clear Dry 1 V1:N Property Damage Only 0 Cyclist Not Reported MV1 was operating Commercial Street NB, attempting a right turn onto Neptune Boulevard when it struck a cyclist crossing

Commercial Street in the crosswalk.

20 11/15/2015 9:36 AM Daylight Clear Dry 3 V1:S / V2:S / V3:S Property Damage Only 0 Rear‐end Inattention / Distracted MV1, MV2, & MV3 all operating Commercial Street SB in a line of

traffic for a red light. MV3 rear‐ended MV2, pushing MV2 into rear of MV1.

21 12/12/2015 12:59 AM Dark ‐ Lighted Clear Dry 2 V1:S / V2:Parked Property Damage Only 0 Angled Erratic / Aggressive / Reckless Driving

MV1 operating Commercial Street SB at a high rate of speed made a sudden right turn onto Neptune Street WB. MV1 lost control and struck a parked MV2 on the EB side of Neptune

Street.

22 12/17/2015 9:41 PM Dark ‐ Lighted Rain Wet 2 V1:N / V2:N Non‐fatal Injury 1 Rear‐end Followed Too Closely MV1 & MV2 both operating Commercial Street NB. MV1 was


23 12/24/2015 7:52 PM Dark ‐ Lighted Clear Wet 2 V1:S / V2:N Non‐fatal Injury 1 Angled Failure to Yield Right‐of‐Way



24 9/20/2011 2:34 PM Daylight Cloudy Wet 2 V1:Parked / V2:W Property Damage Only 0 Rear‐end Over‐Steering / Over‐Correcting MV2 operating Neptune Boulevard WB. MV2 made a wide left‐turn onto Commercial Street SB, striking the pedestrian signal

equipment post and rear‐endeding a parked MV1.

25 9/20/2011 3:52 PM Daylight Cloudy Wet 2 V1:S / V2:S Property Damage Only 0 Rear‐end No Improper Driving MV1 & MV2 both operating Commercial Street SB. MV1 stopped for red light at Neptune Street when it was rear‐ended by MV2.

MV2 attepted to stop but slid on the wet pavement.

26 11/26/2011 10:22 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Rear‐end Inattention / Distracted

MV1 & MV2 both operating Commercial Street SB. MV1 stopped in traffic at Neptune Boulevard when rear‐ended by MV2. MV2 operator told MV1 he needed to get to Methadone Clinic and

then left scene without exchanging information.

27 5/6/2014 4:02 PM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Inattention / Distracted MV1 & MV2 both operating Commercial Street NB. MV1 was stopped at a red light when it was rear‐ended by MV2. MV2

operator was distracted looking for an address in his GPS.

28 11/24/2014 5:03 PM Dark ‐ Lighted Cloudy Wet 2 V1:S / V2:S Property Damage Only 0 Sideswipe Failure to Keep in Proper Lane MV1 & MV2 both operating Commercial Street SB. MV2 slowed to turn right onto Neptune Street when MV1 tried to pass MV2

on its left. MV1 sideswiped MV2 in the process.

29 9/19/2015 1:04 PM Daylight Clear Dry 1 V1:S Property Damage Only 0 Single Vehicle Over‐Steering / Over‐Correcting MV1 operating Commercial Street SB overcompensated and

struck the pedestrian signal equipment pole just south of Neptune Boulevard.

Crash Data Summary Charts Commercial Street @ Neptune Boulevard / Neptune Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Commercial Street @ Neptune Boulevard 29









0% 2% 4% 6% 8%

10% 12% 14% 16% 18% 20%

0% 5%

10% 15% 20% 25%

0%

10%

20%

30%


0% 10% 20% 30% 40%

Single Vehicle


Reported

0% 20% 40% 60% 80%


0% 50%

100%


0%

5%

10%

15%

20%

25%

30%

0% 50%

100%





2

3

6

9 39 48 11

12 18

13 24 26

14

16

20

21

23

19

44 47


29

15

Nor

th

36

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45

10

33

40

C

LOCATION: Commercial Street @ Summer Street CITY/STATE: Lynn, Massachusetts TIME PERIOD: 2011- 2015 PREPARED BY: TEC, Inc. / Eric R. Paquette, E.I.T. SOURCE: MassDOT / City of Lynn Police Department

38

35

27 42

41 4 5 28

1 22

43

25

37 17

30

31 32 7

46

CRASHES #8 & #34 COULD NOT BE LOCATED.








CYCLIST COLLISION

SUMMARY OF CRASHES ON DIAGRAM [ no fatal collisions] REAR-END PED/BIKE OTHER / UNK TOTAL


SIDESWIPE HEAD-ON ANGLED SINGLE VEH 159 14 0 3 0 1 42


0 0 0 0 0 0 0 0

TOTAL 13 14 0 17 3 0 1 48

P

A

Figure RSA-6




(978) 794.1792 (603) 601.8154


Crash Data Summary Tables Commercial Street @ Summer Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram




1 2/6/2011 9:50 AM Daylight Clear Dry 3 V1:W / V2:E / V3:Parked Property Damage Only 0 Angled Made an Improper Turn MV1 operating Summer Street WB approaching Commercial

Street when struck by MV2. MV2 was operating Summer Street EB attempting a U‐turn. Impact pushed MV1 into parked MV3.

2 6/7/2011 2:51 AM Dark ‐ Lighted Clear Dry 1 V1:E Property Damage Only 0 Single Vehicle Swerving / Avoiding MV1 operating Summer Street EB swerved to avoid a cat that

darted into the road. MV1 lost control and struck the guard rail at the SW corner of Commercial Street intersection.

3 1/27/2012 5:27 PM Dark ‐ Lighted Rain Wet 2 V1:N / V2:N Property Damage Only 0 Sideswipe Inattention / Distracted

MV1 & MV2 both operating Commercial Street NB, attempting a right turn, when they sideswiped each other. MV2 tried to pass MV1 on its right to take the right turn because it thought MV1

was continuing straight due to its location in the lane. Approach is very wide but does not have lane designations.

4 2/4/2012 8:37 PM Dark ‐ Lighted Clear Dry 2 V1:E / V2:S (Backing) Property Damage Only 0 Rear‐end Inattention / Distracted

MV1, operating Summer Street EB, rear‐ended MV2 as it attempted to turn left into the market parking lot at the corner of Commercial Street intersection. MV2 was attempting to back out

of the parking lot onto Summer Street.

5 3/6/2012 8:13 AM Daylight Clear Dry 2 V1:W / V2:S Property Damage Only 0 Angled Inattention / Distracted

MV1 operating Summer Street WB just passed Commercial Street when struck by MV2. MV2 was pulling out of the market parking

lot onto Summer Street when it accidentally pressed the gas pedal instead of the brake.

6 4/13/2012 6:38 PM Daylight Clear Dry 2 V1:E / V2:E Property Damage Only 0 Sideswipe Failure to Keep in Proper Lane MV1 & MV2 both operating Summer Street EB. MV2 sideswiped

MV1 as it tried to go around MV1 when MV1 began making a right‐turn onto Commercial Street.

7 5/21/2012 1:04 PM Daylight Clear Dry 2 V1:E / V2:E Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Summer Street EB. MV2 rear‐ended MV1 as MV1 made a sudden stop just passed Commercial Street.

8 6/6/2012 4:50 PM Daylight Cloudy Dry 2 V1:W / V2:E Property Damage Only 0 Angled Not Reported No description or diagram.

9 7/4/2012 3:32 PM Daylight Rain Wet 2 V1:E / V2:N Non‐fatal Injury 2 Angled Disregarded Traffic Controls MV1 operating Summer Street EB; MV2 operating Commercial Street NB. MV2 struck MV1 at an angle as MV1 ran a red light.

10 11/2/2012 2:30 PM Daylight Cloudy Dry 2 V1:S / V2:Parked Property Damage Only 0 Angled Inattention / Distracted MV1 was attempting to pull out onto Summer Street EB from the

market parking lot when it clipped a parked MV2.

11 11/23/2012 9:22 AM Daylight Clear Dry 2 V1:W / V2:N Property Damage Only 0 Angled Disregarded Traffic Controls MV1 operating Summer Street WB; MV2 operating Commercial

Street NB. MV1 & MV2 collided at an angle when one of the vehicles ran a red light.

12 3/31/2013 8:19 AM Daylight Clear Dry 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way MV1 operating Commercial Street SB; MV2 operating Summer Street EB. MV2 struck MV1 at an angle as it failed to yield the

right‐of‐way to MV1 while making a right‐turn on red.

13 7/4/2013 10:50 PM Dark ‐ Lighted Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Commercial Street NB. MV1 stopped

in traffic when it was rear‐ended by MV2.

14 7/5/2013 1:33 PM Daylight Clear Dry 2 V1:S / V2:N Property Damage Only 0 Angled Erratic / Aggressive / Reckless Driving

MV1 (motorcycle) operating Commercial Street SB; MV2 operating Commercial Street NB. When light turned green, MV2

was waived on to make a left turn by the first vehicle in the SB queue. MV2 was struck by MV1 as MV1 sped passed the line of

queued vehicles on their left.

15 7/22/2013 2:21 PM Daylight Clear Dry 2 V1:Parked / V2:N Property Damage Only 0 Sideswipe Inattention / Distracted MV2 was operating Commercial Street NB when it sideswiped a

parked MV1 just passed Summer Street.

16 9/25/2013 1:41 PM Daylight Clear Dry 2 V1:W / V2:W Non‐fatal Injury 1 Rear‐end Followed Too Closely MV1 & MV2 both operating Summer Street WB. MV1 stopped in

traffic at Commercial Street intersection when rear‐ended by MV2. MV2 fled the scene.

17 11/26/2013 1:58 PM Daylight Other Wet 2 V1:E / V2:Parked Property Damage Only 0 Sideswipe No Improper Driving MV1 operating Summer Street EB when it sideswiped a parked MV2 just prior to Commercial Street. Traffic was heavy at the

time, providing minimal passing zoom.

18 12/4/2013 2:52 PM Daylight Cloudy Dry 2 V1:E / V2:S Property Damage Only 0 Angled Disregarded Traffic Controls

MV1 operating Summer Street EB, attempting a right turn onto Commercial Street; MV2 operating Commercial Street SB. MV1 & MV2 collided in the intersection as one of the vehicles ran a red

light.

19 12/22/2013 4:45 PM Dark ‐ Lighted Cloudy Wet 2 V1:N / V2:N Property Damage Only 0 Sideswipe Inattention / Distracted

MV1 & MV2 both operating Commercial Street NB. MV2 had stopped in the intersection, so MV1 attempted to pass MV2 on the right, assuming MV2 was yielding to take a left turn. MV1

sideswiped MV2 in the process as MV2 started moving forward again.


1/1/2011 ‐ 12/31/2015

Collision Diagram




20 1/15/2014 6:17 PM Dark ‐ Lighted Cloudy Wet 2 V1:E / V2:E Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Summer Street EB. MV1 was slowing

as it approached Commercial Street when it was rear‐ended by MV2.

21 1/21/2014 1:31 PM Daylight Cloudy Dry 2 V1:Parked / V2:N Property Damage Only 0 Sideswipe Not Reported MV2, operating Commercial Street NB, sideswiped a parked MV1 just prior to Summer Street intersection. MV2 operator claimed

not to have a license & then fled the scene.

22 2/28/2014 12:39 PM Daylight Clear Dry 2 V1:W / V2:Parked Property Damage Only 0 Sideswipe No Improper Driving

MV1 was operating Summer Street WB when it sideswiped a parked MV2 (Lynn DPW truck). MV2 was parked filling potholes.

MV1, in a long queue of cars behind MV2, attempted to pass MV2 on the left but misjudged the width of his car.

23 5/8/2014 12:11 PM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Angled Failure to Keep in Proper Lane MV1 & MV2 both operating Commercial Street NB. MV2

attempted to pass MV1 on the right to take a right turn onto Summer Street when MV1 veered into the path of MV2.

24 5/29/2014 12:29 PM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Inattention / Distracted MV1 & MV2 both operating Commercial Street NB. MV1 was

stopped for a red light when it was rear‐ended by MV2 as MV2 proceeded forward as soon as the light turned green.

25 5/30/2014 10:47 PM Dark ‐ Lighted Clear Wet 2 V1:E / V2:E Non‐fatal Injury 1 Rear‐end Not Reported MV1 operating Summer Street EB when it was rear‐ended by

MV2. MV2 was making a U‐turn from its parking spot on the WB side of Summer Street.

26 6/27/2014 11:48 PM Dark ‐ Lighted Clear Dry 2 V1:N / V2:N Non‐fatal Injury 1 Rear‐end Inattention / Distracted MV1 & MV2 both operating Commercial Street NB. MV2 was

stopped in traffic when it was rear‐ended by MV1. MV1 operator was looking down in her own vehicle at time of impact.

27 7/9/2014 7:20 PM Dusk Clear Dry 2 V1:S / V2:S (Backing) Property Damage Only 0 Other Not Reported MV1 was attempting to pull out of market parking lot onto

Summer Street when its rear was struck by the rear of MV2. MV2 was trying to back out onto Summer Street.

28 7/15/2014 9:00 PM Dark ‐ Lighted Cloudy Dry 2 V1:Parked / V2:W Property Damage Only 0 Sideswipe Over‐Steering / Over‐Correcting MV2, operating Summer Street WB, sideswiped a parked MV1

just prior to Commercial Street. MV2 was attempting a right‐turn onto Commercial Street but misjudged the turn.

29 8/2/2014 11:34 AM Daylight Cloudy Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Erratic / Aggressive / Reckless Driving

MV1 & MV2 both operating Commercial Street NB. MV1 & MV2 had been stopped at a red light. When light turned green, MV1 attempted to pass MV2 on the left but rear‐ended MV2 in the

process.

30 9/8/2014 8:15 AM Daylight Clear Dry 3 V1:E / V2:E / V3:E Property Damage Only 0 Rear‐end Glare MV1, MV2, & MV3 all operating Summer Street EB. MV1 & MV2 were stopped when MV3 rear‐ended MV2 due to glare. Impact

pushed MV2 into rear of MV1.

31 10/7/2014 4:59 PM Daylight Clear Dry 2 V1:E / V2:E Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 both operating Summer Street EB. MV2 was rear‐

ended by MV1 as it stopped mid right‐turn onto Commercial Street for a pedestrian in the crosswalk.

32 10/8/2014 11:25 AM Daylight Clear Dry 2 V1:E / V2:N Property Damage Only 0 Angled Disregarded Traffic Controls MV1 operating Summer Street EB; MV2 operating Commercial Street NB. MV1 struck MV2 at an angle as MV2 ran a red light.

33 11/5/2014 6:04 PM Dark ‐ Lighted Clear Dry 2 V1:S / V2:S Property Damage Only 0 Sideswipe Other

MV1 & MV2 both operating Commercial Street SB. MV1 pulled over and parked (partially on the sidewalk) in a marked No

Parking zone in front of the market. MV2 was passing when a passenger in the rear of MV1 opened its door without looking.

MV2 struck the open door.

34 12/3/2014 2:33 PM Daylight Clear Dry 2 V1:? / V2:? Property Damage Only 0 Sideswipe Not Reported MV1 & MV2 both operating in adjacent lanes near Commercial

Street / Summer Street intersection when MV1 sideswiped MV2's mirror. Unclear as to exact location of collision.

35 1/8/2015 12:06 PM Daylight Clear Dry 2 V1:S / V2:S Non‐fatal Injury 2 Rear‐end Followed Too Closely MV1 & MV2 both operating Commercial Street SB. MV1 stopped

in traffic when it was rear‐ended by MV2.

36 1/20/2015 11:32 AM Daylight Clear Dry 2 V1:W / V2:W Property Damage Only 0 Sideswipe Inattention / Distracted MV1 was stopped in traffic on Summer Street WB when it was

sideswiped on the right by MV2. MV2 had been parked and decided it was safe to pull into the travel lane.

37 6/6/2015 3:04 PM Daylight Cloudy Dry 2 V1:E / V2:Parked Property Damage Only 0 Sideswipe Swerving / Avoiding

MV1 was operating Summer Street EB, approaching Commercial Street, when it swerved to avoid an opposing vehicle that had

drifted across the double‐yellow centerline. MV1 sideswiped a parked MV2 in the process.


1/1/2011 ‐ 12/31/2015

Collision Diagram




38 7/27/2015 1:05 PM Daylight Clear Dry 2 V1:S / V2:E Property Damage Only 0 Angled Inattention / Distracted

MV1 stopped in traffic for red light on Commercial Street SB approach when it was struck by MV2 (tow truck). MV2 was

unloading a vehicle from its tow bed at 6 1 Commercial Street when it inched forward, striking MV1.

39 8/8/2015 9:19 AM Daylight Clear Dry 2 V1:W / V2:S Property Damage Only 0 Angled Disregarded Traffic Controls MV1 operating Summer Street WB; MV2 operating Commercial

Street SB. MV1 & MV2 collided at an angle when one of the vehicles ran a red light.

40 8/15/2015 2:41 PM Daylight Clear Dry 2 V1:N / V2:S Property Damage Only 0 Sideswipe Failure to Keep in Proper Lane

MV1 operating Commercial Street NB; MV2 operating Commercial Street SB. MV1 was approaching Summer Street when it was sideswiped by MV2. MV2 had drifted over the

double‐yellow centerline into MV1's lane.

41 9/24/2015 12:58 PM Daylight Clear Dry 2 V1:S (Backing) / V2:W Property Damage Only 0 Angled Inattention / Distracted MV1 was backing out of market parking lot onto Summer Street

when it struck MV2. MV2 was operating Summer Street WB.

42 10/15/2015 6:35 PM Dark ‐ Lighted Clear Dry 2 V1:S / V2:E Property Damage Only 0 Angled Not Reported

MV1 operating Commercial Street SB; MV2 operating Summer Street EB. Traffic signal operating as a four‐way flashing red due to accident damaging signal equipment earlier that day. MV1,

turning left onto Summer Street, struck MV2 in the intersection.

43 10/15/2015 1:18 PM Daylight Clear Dry 1 V1:S Property Damage Only 0 Single Vehicle Other MV1 (tractor trailer) was turning right from Commercial Street SB onto Summer Street WB when the trailer knocked over the traffic

signal post mid‐turn. MV1 fled the scene.

44 10/31/2015 6:00 PM Dusk Clear Dry 2 V1:S / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way


turn onto Summer Street without yielding the right‐of‐way to MV1.

45 12/4/2015 12:23 PM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Inattention / Distracted MV1 & MV2 both operating Commercial Street NB. MV2 was stopped waiting to turn left when it was rear‐ended by MV1.

46 12/13/2015 1:27 PM Daylight Clear Dry 2 V1:E / V2:N Property Damage Only 0 Sideswipe Not Reported

MV2 was turning right from Commercial Street NB onto Summer Street EB when it sideswiped MV1. MV1 had been backing up

from an on‐street parking spot and then pulled forward to enter travel lane as MV2 was passing.

47 4/20/2013 9:59 PM Dark ‐ Lighted Clear Dry 1 V1:N Property Damage Only 0 Single Vehicle Other MV1 operating Commercial Street NB. MV1 veered onto the

sidewalk and sideswiped the Food Market building on the northeast corner of the intersection. MV1 cited for DUI.

48 7/26/2015 6:52 PM Daylight Clear Dry 2 V1:S / V2:W Non‐fatal Injury 1 Angled Disregarded Traffic Controls MV1 operating Commercial Street SB; MV2 operating Summer Street WB. MV1 was struck by MV2 in the intersection as MV2

ran a red light.

Crash Data Summary Charts Commercial Street @ Summer Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Commercial Street @ Summer Street 48









0% 2% 4% 6% 8%

10% 12% 14% 16% 18%

0% 5%

10% 15% 20%

0%

20%

40%

60%


0% 10% 20% 30% 40%

Single Vehicle


Reported

0% 20% 40% 60% 80%


0% 50%

100%


0%

5%

10%

15%

20%

25%

30%

0% 50%

100%




VEHICLE PATH

BACKING VEHICLE

SIDESWIPE COLLISION

PEDESTRIAN COLLISIONP

3

4

5

6

10

11

14

12 13 8 15

North

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8:47

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LOCATION: Commercial Street Corridor CITY/STATE: Lynn, Massachusetts TIME PERIOD: 2011 - 2015 PREPARED BY: TEC, Inc. / Eric R. Paquette, E.I.T. SOURCE: MassDOT / City of Lynn Police Department

1 7 2

9

17 16

LEGEND SHOW FOR COLLISION FIXED OBJECT

HEAD-ON COLLISION 1. Approximate location of collision,MOVEABLE OBJECT 2. Direction of collision, PARKED VEHICLE

ANGLED COLLISION 3. Type of collision and vehicles involved,

FIXED OBJECT COLLISION 4. Time, Day, Date PERSONAL INJURY 5. Any other pertinent factors mentionedOVERTURNED VEHICLE on the report.CYCLIST COLLISION FATALITY

OUT-OF-CONTROL VEHICLE REAR-END COLLISION ANIMAL

SUMMARY OF CRASHES ON DIAGRAM REAR-END PED/BIKE OTHER / UNK TOTAL


SIDESWIPE HEAD-ON ANGLED SINGLE VEH

3 3 0 6 0 0 0 12


FATAL INURY 0 0 0 0 0 0 0 0

TOTAL 5 3 1 8 0 0 0 17

C

A

Figure RSA-7




(978) 794.1792 (603) 601.8154


Crash Data Summary Charts Commercial Street Between Bennett Street Alley Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Commercial Street b/w Bennett & Alley 3









0%

5%

10%

15%

20%

25%

30%

35%

0% 10% 20% 30% 40%

0%

10%

20%

30%

40%


0% 10% 20% 30% 40%

Single Vehicle


Reported

0% 10% 20% 30% 40%


0% 50%

100%


0% 5%

10% 15% 20% 25% 30% 35%

0% 100% 200%




Crash Data Summary Tables Commercial Street Between Bennett Street Alley Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram




15 2/19/2013 1:53 PM Daylight Cloudy Wet 2 V1:Parked / V2:S Property Damage Only 0 Sideswipe Inattention / Distracted MV1 (box truck) was parked in front of business south of Bennett Street when sideswiped by MV2. MV2 was operating Commercial

Street SB and fled the scene.

16 5/9/2014 3:44 PM Daylight Rain Wet 2 V1:S / V2:E Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV2 exiting 171 Commercial Street. MV2 was attempting a left‐turn onto

Commercial Street NB when it was struck by MV1. MV2 claims a third MV stopped to let him go when MV1 approached to the left

of the third MV.

17 4/13/2015 9:03 AM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Rear‐end Not Reported MV1 (motorcycle) was rear‐ended by MV2 south of Bennett

Street. Both MVs operating Commercial Street SB. MV2 claimed no collision occurred and that MV1 "dumped his bike".

Crash Data Summary Charts Commercial Street Between Neptune Boulevard / Neptune Street Bennett Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Commercial Street b/w Neptune & Bennett 9









0%

5%

10%

15%

20%

25%

0% 5%

10% 15% 20% 25%

0%

10%

20%

30%

40%


0%

20%

40%

60%

Single Vehicle


Reported

0%

50%

100%

150%


0% 100% 200%


0% 5%

10% 15% 20% 25% 30% 35% 40% 45% 50%

0% 50%

100%




Crash Data Summary Tables Commercial Street Between Neptune Boulevard / Neptune Street Bennett Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram




6 1/3/2011 11:23 AM Daylight Clear Dry 2 V1:Parked / V2:S Property Damage Only 0 Angled Inattention / Distracted MV2 was backing out of 125 Commercial Street when it struck a

parked MV1 on Commercial Street NB. MV2 fled the scene.

7 7/24/2011 3:45 PM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Rear‐end Followed Too Closely MV1 & MV2 (motorcycle) operating Commercial Street NB in

front of Neptune Towers. MV1 was traveling slowly when MV2 rear‐ended MV1 after "pulling a wheelie".

8 9/2/2011 12:30 PM Daylight Clear Dry 2 V1:Parked / V2:S Property Damage Only 0 Sideswipe Inattention / Distracted MV1, parked in front of 145 Commercial Street, was sideswiped

by MV2, operating Commercial Street SB.

9 4/29/2012 4:10 PM Daylight Clear Dry 2 V1:N / V2:N Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 was parked across from 115 Commercial Street when it attempted a U‐turn to travel Commercial Street SB. MV2 was

operating Commercial Street NB. MV1 did not see MV2 approaching and struck MV2 mid‐turn.

10 7/19/2012 6:17 PM Daylight Clear Dry 2 V1:N / V2:N Non‐fatal Injury 1 Rear‐end No Improper Driving

MV1 & MV2 both operating Commercial Street NB when MV1 slammed on the brakes to avoid hitting a pedestrian that ran into the street from the baseball field. MV2 couldn't stop in time and

rear‐ended MV1.

11 8/3/2012 11:16 AM Daylight Clear Dry 2 V1:S / V2:N Non‐fatal Injury 1 Angled Failure to Yield Right‐of‐Way

MV1 was parked across from 117 Commercial Street when it attempted a U‐turn to travel Commercial Street SB. MV2 was

operating Commercial Street SB. MV1 did not see MV2 approaching and struck MV2 mid‐turn.

12 3/9/2015 10:47 AM Daylight Clear Dry 2 V1:E / V2:S Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 was leaving Ernesto's Auto, attempting a left‐turn in traffic onto Commercial Street NB. MV1 was struck by MV2, which was operating Commercial Street SB with the right‐of‐way. MV2 was

on way to Methadone Clinic and left after exchanging information but before polcie arrival.

13 4/21/2015 5:57 PM Daylight Clear Dry 2 V1:S / V2:S Property Damage Only 0 Angled Inattention / Distracted

MV1 & MV2 both operating Commercial Street SB. MV2 turned into parking lot at 131 Commercial Street followed by MV1. MV2 then began to back‐up and struck MV1 as MV1 attempted to pull into the lot. MV2 claimed not to see MV1 due to all of the parked

cars. MV2 operator had a revoked license and no insurance.

14 9/3/2015 12:28 PM Daylight Clear Dry 2 V1:Parked / V2:N Property Damage Only 0 Sideswipe Inattention / Distracted MV2 was operating Commercial Street NB when it sideswiped a

double‐parked MV1. As MV2 was passing on the left, MV1 began moving forward.

Crash Data Summary Charts Commercial Street Between Summer Street Neptune Boulevard / Neptune Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Commercial Street b/w Summer & Neptune 5









0% 5%

10% 15% 20% 25% 30% 35% 40% 45%

0% 10% 20% 30% 40% 50%

0%

20%

40%

60%

80%


0% 10% 20% 30% 40% 50%

Single Vehicle


Reported

0% 20% 40% 60% 80%


0% 50%

100%


0% 10% 20% 30% 40% 50% 60% 70%

0% 50%

100%




Crash Data Summary Tables Commercial Street Between Summer Street Neptune Boulevard / Neptune Street ‐ Lynn, Massachusetts

1/1/2011 ‐ 12/31/2015

Collision Diagram




1 8/18/2012 8:41 PM Dark ‐ Lighted Clear Dry 2 V1:Parked / V2:N Property Damage Only 0 Rear‐end Other MV2 rear‐ended a parked MV1 near the northeast corner of the

Summer Street intersection.

2 8/28/2012 8:12 AM Daylight Rain Wet 2 V1:N / V2:W Property Damage Only 0 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street NB; MV2 exiting Lynn Tech High School. MV2 failed to yield right‐of‐way as it exited High

School driveway onto Commercial Street NB. MV1 couldn't stop in time due to slick pavement conditions.

3 5/6/2014 8:35 AM Daylight Clear Dry 3 V1:S / V2:Parked / V3:N Non‐fatal Injury 1 Angled Failure to Yield Right‐of‐Way

MV1 operating Commercial Street SB; MV3 operating Commercial Street NB. MV1 attempted a quick left‐turn into Lynn Tech High

School, cutting off MV3, when it was struck by MV3. Impact spun MV1 around and pushed it into parked MV2.

4 9/19/2014 7:55 AM Daylight Clear Dry 2 V1:N / V2:S Non‐fatal Injury 1 Head‐on Failure to Yield Right‐of‐Way

MV1 operating Commercial Street NB; MV2 (motorcycle) operating Commercial Street SB. MV1 attempted a left turn into his businessplace when it was struck by MV2 traveling at a high

rate of speed.

5 10/22/2014 3:41 PM Daylight Cloudy Wet 3 V1:N / V2:N / V3:N Non‐fatal Injury 1 Rear‐end Inattention / Distracted

MV1, MV2, & MV3 all operating Commercial Street NB. MV1 was stopped in traffic in front of Lynn Tech High School when rear‐ended by MV2, pushing MV1 into rear of MV3. MV3 fled the

scene.

Appendix D. Additional Information

N/S: Commercial Street File Name : 165018 E E/W: North Shore Road (Route 1A) Site Code : T0554 City, State: Lynn, MA Start Date : 4/7/2016 Client: TEC/ R. Brown Page No : 1

Groups Printed- Cars - Heavy Vehicles

PRECISIOND A T AINDUSTRIES, LLC

P.O. Box 301 Berlin, MA 01503Office: 508.481.3999 Fax: 508.545.1234

Email: [email protected]

Commercial Street North Shore Road (Route 1A) Commercial Street North Shore Road (Route 1A) From North From East From South From West

Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total 07:00 AM 113 37 41 0 55 568 0 0 0 0 0 0 3 184 53 9 1063 07:15 AM 100 31 59 0 68 593 0 0 0 1 0 0 2 183 51 6 1094 07:30 AM 117 22 62 0 77 510 0 0 0 0 0 0 0 258 68 9 1123 07:45 AM 108 40 67 0 80 521 0 0 0 0 0 0 2 236 61 9 1124

Total 438 130 229 0 280 2192 0 0 0 1 0 0 7 861 233 33 4404

08:00 AM 08:15 AM 08:30 AM 08:45 AM

109 116 109

86

26 30 47 30

71 63 61 68

0 0 0 0

67 532 54 544 64 462 50 401

0 0 0 0

0 0 0 0

0 0 0 1

0 0 0 0

0 0 0 0

0 0 0 0

2 1 0 1

221 224 209 218

59 60 66 65

6 15 16 15

1093 1107 1034

935 Total 420 133 263 0 235 1939 0 0 1 0 0 0 4 872 250 52 4169

Grand Total Apprch %

Total %

858 53.2

10

263 16.3

3.1

492 30.5

5.7

0 0 0

515 4131 11.1 88.9

6 48.2

0 0 0

0 0 0

1 50

0

1 50

0

0 0 0

0 0 0

11 0.5 0.1

1733 75

20.2

483 20.9

5.6

85 3.7

1

8573

Cars % Cars

827 96.4

233 88.6

472 95.9

0 0

500 4051 97.1 98.1

0 0

0 0

0 0

1 100

0 0

0 0

5 45.5

1646 95

440 91.1

85 100

8260 96.3

Heavy Vehicles % Heavy Vehicles

31 3.6

30 11.4

20 4.1

0 0

15 80 2.9 1.9

0 0

0 0

1 100

0 0

0 0

0 0

6 54.5

87 5

43 8.9

0 0

313 3.7

Commercial Street From North

North Shore Road (Route 1A) From East

Commercial Street From South

North Shore Road (Route 1A) From West

Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 07:30 AM

% App. Total PHF .962 .738 .926 .000 .966 .869 .968 .000 .000 .992 .000 .000 .000 .000 .000 .625 .910 .912 .650 .919 .989

07:30 AM 117 22 62 0 201 77 510 0 0 587 0 0 0 0 0 0 258 68 9 335 1123 07:45 AM 108 40 67 0 215 80 521 0 0 601 0 0 0 0 0 2 236 61 9 308 1124 08:00 AM 109 26 71 0 206 67 532 0 0 599 0 0 0 0 0 2 221 59 6 288 1093 08:15 AM 116 30 63 0 209 54 544 0 0 598 0 0 0 0 0 1 224 60 15 300 1107

Total Volume 450 118 263 0 831 278 2107 0 0 2385 0 0 0 0 0 5 939 248 39 1231 4447

273 2067 0 0 2340 0 0 0 0 0 3 882 224 39 1148 4279 Cars 434 107 250 0 791 % Cars 96.4 90.7 95.1 0 95.2 98.2 98.1 0 0 98.1 0 0 0 0 0 60.0 93.9 90.3 100 93.3 96.2

Heavy Vehicles

% Heavy Vehicles 3.6 9.3 4.9 0 4.8 1.8 1.9 0 0 1.9 0 0 0 0 0 40.0 6.1 9.7 0 6.7 3.8





Groups Printed- Cars Commercial Street North Shore Road (Route 1A) Commercial Street North Shore Road (Route 1A)

From North From East From South From West Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total

07:00 AM 110 33 40 0 55 560 0 0 0 0 0 0 2 178 48 9 1035 07:15 AM 99 26 57 0 64 583 0 0 0 1 0 0 0 178 48 6 1062 07:30 AM 110 21 58 0 77 499 0 0 0 0 0 0 0 245 63 9 1082 07:45 AM 106 37 64 0 79 512 0 0 0 0 0 0 1 219 54 9 1081

Total 425 117 219 0 275 2154 0 0 0 1 0 0 3 820 213 33 4260

08:00 AM 08:15 AM 08:30 AM 08:45 AM

106 112 101

83

23 26 41 26

69 59 59 66

0 0 0 0

67 523 50 533 62 451 46 390

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

2 0 0 0

203 215 194 214

52 55 60 60

6 15 16 15

1051 1065

984 900

Total 402 116 253 0 225 1897 0 0 0 0 0 0 2 826 227 52 4000

Grand Total 827 233 472 0 500 4051 0 0 0 1 0 0 5 1646 440 85 8260 Apprch % 54 15.2 30.8 0 11 89 0 0 0 100 0 0 0.2 75.6 20.2 3.9

Total % 10 2.8 5.7 0 6.1 49 0 0 0 0 0 0 0.1 19.9 5.3 1







% App. Total PHF .969 .723 .906 .000 .955 .864 .970 .000 .000 .990 .000 .000 .000 .000 .000 .375 .900 .889 .650 .905 .989

07:30 AM 110 21 58 0 189 77 499 0 0 576 0 0 0 0 0 0 245 63 9 317 1082 07:45 AM 106 37 64 0 207 79 512 0 0 591 0 0 0 0 0 1 219 54 9 283 1081 08:00 AM 106 23 69 0 198 67 523 0 0 590 0 0 0 0 0 2 203 52 6 263 1051 08:15 AM 112 26 59 0 197 50 533 0 0 583 0 0 0 0 0 0 215 55 15 285 1065

Total Volume 434 107 250 0 791 273 2067 0 0 2340 0 0 0 0 0 3 882 224 39 1148 4279





Groups Printed- Heavy Vehicles Commercial Street

From North North Shore Road (Route 1A)

From East Commercial Street

From South North Shore Road (Route 1A)

From West Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total

07:00 AM 07:15 AM 07:30 AM 07:45 AM

3 4 1 0 1 5 2 0 7 1 4 0 2 3 3 0

0 8 0 0 4 10 0 0 0 11 0 0 1 9 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

1 6 5 0 2 5 3 0 0 13 5 0 1 17 7 0

28 32 41 43

Total 13 13 10 0 5 38 0 0 0 0 0 0 4 41 20 0 144

08:00 AM 08:15 AM 08:30 AM 08:45 AM

3 3 2 0 4 4 4 0 8 6 2 0 3 4 2 0

0 9 0 0 4 11 0 0 2 11 0 0 4 11 0 0

0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0

0 18 7 0 1 9 5 0 0 15 6 0 1 4 5 0

42 42 50 35

Total 18 17 10 0 10 42 0 0 1 0 0 0 2 46 23 0 169

Grand Total 31 30 20 0 15 80 0 0 1 0 0 0 6 87 43 0 Apprch % 38.3 37 24.7 0 15.8 84.2 0 0 100 0 0 0 4.4 64 31.6 0

Total % 9.9 9.6 6.4 0 4.8 25.6 0 0 0.3 0 0 0 1.9 27.8 13.7 0







% App. Total 38.6 36.4 25 0 14.9 85.1 0 0 0 0 0 0 2.3 68.6 29.1 0 PHF .531 .667 .688 .000 .688 .438 .909 .000 .000 .783 .000 .000 .000 .000 .000 .500 .819 .893 .000 .860 .885

07:45 AM 2 3 3 0 8 1 9 0 0 10 0 0 0 0 0 1 17 7 0 25 43 08:00 AM 3 3 2 0 8 0 9 0 0 9 0 0 0 0 0 0 18 7 0 25 42 08:15 AM 4 4 4 0 12 4 11 0 0 15 0 0 0 0 0 1 9 5 0 15 42 08:30 AM 8 6 2 0 16 2 11 0 0 13 0 0 0 0 0 0 15 6 0 21 50

Total Volume 17 16 11 0 44 7 40 0 0 47 0 0 0 0 0 2 59 25 0 86 177

313


Groups Printed- Peds and Bikes





Start Time

Right Thru Left Peds EB Peds WB Right Thru Left Peds SB Peds NB Right Thru Left Peds WB Peds EB Right Thru Left Peds NB Peds SB Int. Total

07:00 AM 0 0 0 1 0 0 0 0 1 0 0 1 0 1 0 0 0 0 1 0 5 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 07:30 AM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 07:45 AM 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 5

Total 0 0 0 5 2 0 0 0 1 0 0 1 0 1 0 0 0 0 4 2 16

08:00 AM 08:15 AM 08:30 AM 08:45 AM

0 0 0 0

0 0 0 0

0 0 0 0

0 1 1 0

1 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

0 0 0 0

0 0 0 0

1 0 1 0

1 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

3 1 1 7

1 0 0 1

7 2 3 8

Total 0 0 0 2 1 0 0 0 0 0 0 0 0 2 1 0 0 0 12 2 20

Grand Total 0 0 0 7 3 0 0 0 1 0 0 1 0 3 1 0 0 0 16 4 36 Apprch % 0 0 0 70 30 0 0 0 100 0 0 20 0 60 20 0 0 0 80 20

Total % 0 0 0 19.4 8.3 0 0 0 2.8 0 0 2.8 0 8.3 2.8 0 0 0 44.4 11.1


Start Time Right Thru Left Peds

EB

Peds

WB App. Total Right Thru Left Peds

SB

Peds

NB App. Total Right Thru Left Peds

WB

Peds

EB App. Total Right Thru Left Peds

NB

Peds

SB App. Total Int. Total

Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1


% App. Total 0 0 0 66.7 33.3 0 0 0 0 0 0 0 0 66.7 33.3 0 0 0 85.7 14.3 PHF .000 .000 .000 .500 .250 .750 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .250 .375 .000 .000 .000 .429 .500 .438 .625

08:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 3 1 4 7 08:15 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 08:30 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 1 3 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 1 8 8 Total Volume 0 0 0 2 1 3 0 0 0 0 0 0 0 0 0 2 1 3 0 0 0 12 2 14 20











% App. Total PHF .962 .738 .926 .000 .966 .869 .968 .000 .000 .992 .000 .000 .000 .000 .000 .625 .910 .912 .650 .919 .989

07:30 AM 117 22 62 0 201 77 510 0 0 587 0 0 0 0 0 0 258 68 9 335 1123 07:45 AM 108 40 67 0 215 80 521 0 0 601 0 0 0 0 0 2 236 61 9 308 1124 08:00 AM 109 26 71 0 206 67 532 0 0 599 0 0 0 0 0 2 221 59 6 288 1093 08:15 AM 116 30 63 0 209 54 544 0 0 598 0 0 0 0 0 1 224 60 15 300 1107

Total Volume 450 118 263 0 831 278 2107 0 0 2385 0 0 0 0 0 5 939 248 39 1231 4447

0 0 0 0 0 3 882 224 39 1148 4279 Cars 434 107 250 0 791 273 2067 0 0 2340 % Cars 96.4 90.7 95.1 0 95.2 98.2 98.1 0 0 98.1 0 0 0 0 0 60.0 93.9 90.3 100 93.3 96.2

Heavy Vehicles

% Heavy Vehicles 3.6 9.3 4.9 0 4.8 1.8 1.9 0 0 1.9 0 0 0 0 0 40.0 6.1 9.7 0 6.7 3.8

Commercial Street

Nor

th S

hore

Roa

d (R

oute

1A

) N

orth Shore R

oad (Route 1A

)

Commercial Street

Right

434 16

450 Thru

107 11

118 Left

250 13

263 U-Turn

0 0 0

InOut Total 497 791 1288 29 40 69

526 1357831

Right

273 5278

Thru

2067

40210

7 Left 000 U

-Turn 000

Out

Total

In 113

2 2340

3472 70

45 115

1202

35872385

Left 0 0 0

Thru 0 0 0

Right 0 0 0

U-Turn 0 0 0

Out Total In

110 0 110 13 0 13

123 1230

Left

224 24 248

Thr

u

882 57 939

Rig

ht3 2 5 U

-Tur

n

39 0 39

Tot

alO

ut

In

250

1 11

48

364

9 56

83

13

9 25

57

378

812

31 Peak Hour Begins at 07:30 AM

Cars Heavy Vehicles

Peak Hour Data

North

N/S: Commercial Street File Name : 165018 EE E/W: North Shore Road (Route 1A) Site Code : T0554 City, State: Lynn, MA Start Date : 4/7/2016 Client: TEC/ R. Brown Page No : 1






Start Time Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Right Thru Left U-Turn Int. Total 04:00 PM 71 5 79 0 53 231 0 0 0 0 0 0 0 474 121 8 1042 04:15 PM 64 7 70 0 65 262 0 1 0 0 0 0 0 381 113 5 968 04:30 PM 73 2 78 0 64 253 0 0 0 0 0 0 0 425 122 7 1024 04:45 PM 62 1 78 0 65 240 0 0 0 0 0 0 0 503 95 10 1054

Total 270 15 305 0 247 986 0 1 0 0 0 0 0 1783 451 30 4088

05:00 PM 05:15 PM 05:30 PM 05:45 PM

79 69 68 71

5 6 2 3

69 58 65 50

0 0 0 0

75 72 49 57

283 274 233 196

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 2 0

590 538 601 562

84 127 136 125

5 7

11 11

1190 1151 1167 1075

Total 287 16 242 0 253 986 0 0 0 0 0 0 2 2291 472 34 4583


Total %

557 49.1

6.4

31 2.7 0.4

547 48.2

6.3

0 0 0

500 1972 20.2 79.7

5.8 22.7

0 0 0

1 0 0

0 0 0

0 0 0

0 0 0

0 0 0

2 0 0

4074 80.5

47

923 18.2 10.6

64 1.3 0.7

8671

Cars % Cars

541 97.1

20 64.5

528 96.5

0 0

488 1927 97.6 97.7

0 0

1 100

0 0

0 0

0 0

0 0

2 100

3998 98.1

903 97.8

64 100

8472 97.7


16 2.9

11 35.5

19 3.5

0 0

12 45 2.4 2.3

0 0

0 0

0 0

0 0

0 0

0 0

0 0

76 1.9

20 2.2

0 0

199 2.3





Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1

Peak Hour for Entire Intersection Begins at 05:00 PM

% App. Total PHF .908 .667 .877 .000 .891 .843 .871 .000 .000 .865 .000 .000 .000 .000 .000 .250 .953 .868 .773 .933 .963

05:00 PM 79 5 69 0 153 75 283 0 0 358 0 0 0 0 0 0 590 84 5 679 1190 05:15 PM 69 6 58 0 133 72 274 0 0 346 0 0 0 0 0 0 538 127 7 672 1151 05:30 PM 68 2 65 0 135 49 233 0 0 282 0 0 0 0 0 2 601 136 11 750 1167 05:45 PM 71 3 50 0 124 57 196 0 0 253 0 0 0 0 0 0 562 125 11 698 1075

Total Volume 287 16 242 0 545 253 986 0 0 1239 0 0 0 0 0 2 2291 472 34 2799 4583

2 2262 468 34 2766 4510 Cars 286 12 236 0 534 248 962 0 0 1210 0 0 0 0 0 % Cars 99.7 75.0 97.5 0 98.0 98.0 97.6 0 0 97.7 0 0 0 0 0 100 98.7 99.2 100 98.8 98.4

Heavy Vehicles

% Heavy Vehicles 0.3 25.0 2.5 0 2.0 2.0 2.4 0 0 2.3 0 0 0 0 0 0 1.3 0.8 0 1.2 1.6







04:00 PM 63 1 77 0 53 223 0 0 0 0 0 0 0 463 117 8 1005 04:15 PM 59 4 67 0 62 257 0 1 0 0 0 0 0 370 108 5 933 04:30 PM 71 2 71 0 61 248 0 0 0 0 0 0 0 414 117 7 991 04:45 PM 62 1 77 0 64 237 0 0 0 0 0 0 0 489 93 10 1033

Total 255 8 292 0 240 965 0 1 0 0 0 0 0 1736 435 30 3962

05:00 PM 05:15 PM 05:30 PM 05:45 PM

79 69 68 70

3 5 2 2

67 57 63 49

0 0 0 0

74 72 48 54

276 263 232 191

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 2 0

582 533 596 551

84 125 134 125

5 7

11 11

1170 1131 1156 1053

Total 286 12 236 0 248 962 0 0 0 0 0 0 2 2262 468 34 4510

Grand Total 541 20 528 0 488 1927 0 1 0 0 0 0 2 3998 903 64 8472 Apprch % 49.7 1.8 48.5 0 20.2 79.8 0 0 0 0 0 0 0 80.5 18.2 1.3

Total % 6.4 0.2 6.2 0 5.8 22.7 0 0 0 0 0 0 0 47.2 10.7 0.8







% App. Total PHF .905 .600 .881 .000 .896 .838 .871 .000 .000 .864 .000 .000 .000 .000 .000 .250 .949 .873 .773 .931 .964

05:00 PM 79 3 67 0 149 74 276 0 0 350 0 0 0 0 0 0 582 84 5 671 1170 05:15 PM 69 5 57 0 131 72 263 0 0 335 0 0 0 0 0 0 533 125 7 665 1131 05:30 PM 68 2 63 0 133 48 232 0 0 280 0 0 0 0 0 2 596 134 11 743 1156 05:45 PM 70 2 49 0 121 54 191 0 0 245 0 0 0 0 0 0 551 125 11 687 1053

Total Volume 286 12 236 0 534 248 962 0 0 1210 0 0 0 0 0 2 2262 468 34 2766 4510





Groups Printed- Heavy Vehicles Commercial Street North Shore Road (Route 1A) Commercial Street North Shore Road (Route 1A)


04:00 PM 8 4 2 0 0 8 0 0 0 0 0 0 0 11 4 0 37 04:15 PM 5 3 3 0 3 5 0 0 0 0 0 0 0 11 5 0 35 04:30 PM 2 0 7 0 3 5 0 0 0 0 0 0 0 11 5 0 33 04:45 PM 0 0 1 0 1 3 0 0 0 0 0 0 0 14 2 0 21

Total 15 7 13 0 7 21 0 0 0 0 0 0 0 47 16 0 126

05:00 PM 05:15 PM 05:30 PM 05:45 PM

0 0 0 1

2 1 0 1

2 1 2 1

0 0 0 0

1 0 1 3

7 11

1 5

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 0

8 5 5

11

0 2 2 0

0 0 0 0

20 20 11 22

Total 1 4 6 0 5 24 0 0 0 0 0 0 0 29 4 0 73

Grand Total 16 11 19 0 12 45 0 0 0 0 0 0 0 76 20 0 199 Apprch % 34.8 23.9 41.3 0 21.1 78.9 0 0 0 0 0 0 0 79.2 20.8 0

Total % 8 5.5 9.5 0 6 22.6 0 0 0 0 0 0 0 38.2 10.1 0







% App. Total 42.9 20 37.1 0 25 75 0 0 0 0 0 0 0 74.6 25.4 0 PHF .469 .438 .464 .000 .625 .583 .656 .000 .000 .875 .000 .000 .000 .000 .000 .000 .839 .800 .000 .984 .851

04:00 PM 8 4 2 0 14 0 8 0 0 8 0 0 0 0 0 0 11 4 0 15 37 04:15 PM 5 3 3 0 11 3 5 0 0 8 0 0 0 0 0 0 11 5 0 16 35 04:30 PM 2 0 7 0 9 3 5 0 0 8 0 0 0 0 0 0 11 5 0 16 33 04:45 PM 0 0 1 0 1 1 3 0 0 4 0 0 0 0 0 0 14 2 0 16 21

Total Volume 15 7 13 0 35 7 21 0 0 28 0 0 0 0 0 0 47 16 0 63 126







Start Time


04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 04:15 PM 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 3 0 6 04:30 PM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 4 04:45 PM 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 3 0 6

Total 0 0 0 0 0 0 0 0 0 8 0 0 0 0 1 0 0 0 8 0 17

05:00 PM 05:15 PM 05:30 PM 05:45 PM

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 1

0 0 1 0

0 0 0 0

0 0 0 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 2 1 0

0 2 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 2

10

0 0 0 0

0 5 4

11 Total 0 0 0 1 1 0 0 0 0 1 0 0 0 3 2 0 0 0 12 0 20

Grand Total 0 0 0 1 1 0 0 0 0 9 0 0 0 3 3 0 0 0 20 0 37 Apprch % 0 0 0 50 50 0 0 0 0 100 0 0 0 50 50 0 0 0 100 0

Total % 0 0 0 2.7 2.7 0 0 0 0 24.3 0 0 0 8.1 8.1 0 0 0 54.1 0



EB

Peds


SB

Peds


WB

Peds


NB

Peds


Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1


% App. Total 0 0 0 50 50 0 0 0 0 100 0 0 0 60 40 0 0 0 100 0 PHF .000 .000 .000 .250 .250 .500 .000 .000 .000 .000 .250 .250 .000 .000 .000 .375 .250 .313 .000 .000 .000 .300 .000 .300 .455

05:00 PM 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 05:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 2 4 0 0 0 0 0 0 5 05:30 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 2 0 2 4 05:45 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 10 11 Total Volume 0 0 0 1 1 2 0 0 0 0 1 1 0 0 0 3 2 5 0 0 0 12 0 12 20











% App. Total PHF .908 .667 .877 .000 .891 .843 .871 .000 .000 .865 .000 .000 .000 .000 .000 .250 .953 .868 .773 .933 .963

05:00 PM 79 5 69 0 153 75 283 0 0 358 0 0 0 0 0 0 590 84 5 679 1190 05:15 PM 69 6 58 0 133 72 274 0 0 346 0 0 0 0 0 0 538 127 7 672 1151 05:30 PM 68 2 65 0 135 49 233 0 0 282 0 0 0 0 0 2 601 136 11 750 1167 05:45 PM 71 3 50 0 124 57 196 0 0 253 0 0 0 0 0 0 562 125 11 698 1075

Total Volume 287 16 242 0 545 253 986 0 0 1239 0 0 0 0 0 2 2291 472 34 2799 4583

4510 2 2262 468 34 2766Cars 286 12 236 0 534 248 962 0 0 1210 0 0 0 0 0 % Cars 99.7 75.0 97.5 0 98.0 98.0 97.6 0 0 97.7 0 0 0 0 0 100 98.7 99.2 100 98.8 98.4

Heavy Vehicles

% Heavy Vehicles 0.3 25.0 2.5 0 2.0 2.0 2.4 0 0 2.3 0 0 0 0 0 0 1.3 0.8 0 1.2 1.6

Commercial Street

Nor

th S

hore

Roa

d (R

oute

1A

) N

orth Shore R

oad (Route 1A

)

Commercial Street

Right

286 1

287 Thru

12 4

16 Left

236 6

242 U-Turn

0 0 0

InOut Total 716 534 1250

9 11 20 725 1270545

Right

248 5253

Thru

962 24

986 Left 000 U

-Turn 000

Out

Total

In 249

8 1210

3708 35

29 64

2533

37721239

Left 0 0 0

Thru 0 0 0

Right 0 0 0

U-Turn 0 0 0

Out Total In

14 0 14 4 0 4

18 180

Left

468 4

472

Thr

u

2262 29

2291

R

ight2 0 2

U-T

urn

34 0 34

Tot

alO

ut

In

124

8 27

66

401

4 25

33

58

12

73

407

227

99 Peak Hour Begins at 05:00 PM

Cars Heavy Vehicles

Peak Hour Data

North

N/S: Commercial Street File Name : 165018 EEE E/W: North Shore Road (Route 1A) Site Code : T0554 City, State: Lynn, MA Start Date : 4/9/2016 Client: TEC/ R. Brown Page No : 1







Total 467 54 191 0 216 1333 0 0 0 0 0 0 12 1083 425 58 3839

12:00 PM 12:15 PM 12:30 PM 12:45 PM

73 115 117 105

3 11 20

7

46 67 54 50

0 0 0 0

72 344 69 294 57 335 59 284

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

1 0 0 1

308 283 299 297

125 133 120 118

19 14 17 18

991 986

1019 939

Total 410 41 217 0 257 1257 0 0 0 0 0 0 2 1187 496 68 3935


Total %

877 63.6 11.3

95 6.9 1.2

408 29.6

5.2

0 0 0

473 2590 15.4 84.6

6.1 33.3

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

14 0.4 0.2

2270 68.1 29.2

921 27.6 11.8

126 3.8 1.6

7774

Cars % Cars

866 98.7

92 96.8

404 99

0 0

466 2555 98.5 98.6

0 0

0 0

0 0

0 0

0 0

0 0

13 92.9

2242 98.8

912 99

126 100

7676 98.7


11 1.3

3 3.2

4 1

0 0

7 35 1.5 1.4

0 0

0 0

0 0

0 0

0 0

0 0

1 7.1

28 1.2

9 1

0 0

98 1.3





Start Time Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Right Thru Left U-Turn App. Total Int. Total Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1


% App. Total PHF .887 .691 .810 .000 .889 .904 .846 .000 .000 .855 .000 .000 .000 .000 .000 .500 .954 .912 .908 .959 .955

11:30 AM 115 16 53 0 184 73 399 0 0 472 0 0 0 0 0 4 280 99 18 401 1057 11:45 AM 119 17 51 0 187 50 313 0 0 363 0 0 0 0 0 3 304 128 18 453 1003 12:00 PM 73 3 46 0 122 72 344 0 0 416 0 0 0 0 0 1 308 125 19 453 991 12:15 PM 115 11 67 0 193 69 294 0 0 363 0 0 0 0 0 0 283 133 14 430 986

Total Volume 422 47 217 0 686 264 1350 0 0 1614 0 0 0 0 0 8 1175 485 69 1737 4037

260 1334 0 0 1594 0 0 0 0 0 8 1162 481 69 1720 3993 Cars 418 46 215 0 679 % Cars 99.1 97.9 99.1 0 99.0 98.5 98.8 0 0 98.8 0 0 0 0 0 100 98.9 99.2 100 99.0 98.9

Heavy Vehicles

% Heavy Vehicles 0.9 2.1 0.9 0 1.0 1.5 1.2 0 0 1.2 0 0 0 0 0 0 1.1 0.8 0 1.0 1.1







11:00 AM 118 8 42 0 52 333 0 0 0 0 0 0 1 266 98 5 923 11:15 AM 113 11 45 0 39 280 0 0 0 0 0 0 3 223 98 17 829 11:30 AM 114 16 51 0 73 395 0 0 0 0 0 0 4 277 98 18 1046 11:45 AM 118 16 51 0 50 307 0 0 0 0 0 0 3 296 127 18 986

Total 463 51 189 0 214 1315 0 0 0 0 0 0 11 1062 421 58 3784

12:00 PM 12:15 PM 12:30 PM 12:45 PM

71 115 113 104

3 11 20

7

46 67 53 49

0 0 0 0

69 340 68 292 56 330 59 278

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

1 0 0 1

306 283 296 295

125 131 118 117

19 14 17 18

980 981

1003 928

Total 403 41 215 0 252 1240 0 0 0 0 0 0 2 1180 491 68 3892

Grand Total 866 92 404 0 466 2555 0 0 0 0 0 0 13 2242 912 126 7676 Apprch % 63.6 6.8 29.7 0 15.4 84.6 0 0 0 0 0 0 0.4 68.1 27.7 3.8

Total % 11.3 1.2 5.3 0 6.1 33.3 0 0 0 0 0 0 0.2 29.2 11.9 1.6







% App. Total PHF .886 .719 .802 .000 .880 .890 .844 .000 .000 .851 .000 .000 .000 .000 .000 .500 .949 .918 .908 .953 .954

11:30 AM 114 16 51 0 181 73 395 0 0 468 0 0 0 0 0 4 277 98 18 397 1046 11:45 AM 118 16 51 0 185 50 307 0 0 357 0 0 0 0 0 3 296 127 18 444 986 12:00 PM 71 3 46 0 120 69 340 0 0 409 0 0 0 0 0 1 306 125 19 451 980 12:15 PM 115 11 67 0 193 68 292 0 0 360 0 0 0 0 0 0 283 131 14 428 981

Total Volume 418 46 215 0 679 260 1334 0 0 1594 0 0 0 0 0 8 1162 481 69 1720 3993





Groups Printed- Heavy Vehicles Commercial Street North Shore Road (Route 1A) Commercial Street North Shore Road (Route 1A)


11:00 AM 2 1 0 0 0 4 0 0 0 0 0 0 0 6 2 0 15 11:15 AM 0 1 0 0 2 4 0 0 0 0 0 0 1 4 0 0 12 11:30 AM 1 0 2 0 0 4 0 0 0 0 0 0 0 3 1 0 11 11:45 AM 1 1 0 0 0 6 0 0 0 0 0 0 0 8 1 0 17

Total 4 3 2 0 2 18 0 0 0 0 0 0 1 21 4 0 55

12:00 PM 12:15 PM 12:30 PM 12:45 PM

2 0 4 1

0 0 0 0

0 0 1 1

0 0 0 0

3 1 1 0

4 2 5 6

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 0

2 0 3 2

0 2 2 1

0 0 0 0

11 5

16 11

Total 7 0 2 0 5 17 0 0 0 0 0 0 0 7 5 0 43

Grand Total 11 3 4 0 7 35 0 0 0 0 0 0 1 28 9 0 98 Apprch % 61.1 16.7 22.2 0 16.7 83.3 0 0 0 0 0 0 2.6 73.7 23.7 0

Total % 11.2 3.1 4.1 0 7.1 35.7 0 0 0 0 0 0 1 28.6 9.2 0







% App. Total 44.4 33.3 22.2 0 10 90 0 0 0 0 0 0 3.8 80.8 15.4 0 PHF .500 .750 .250 .000 .750 .250 .750 .000 .000 .833 .000 .000 .000 .000 .000 .250 .656 .500 .000 .722 .809

11:00 AM 2 1 0 0 3 0 4 0 0 4 0 0 0 0 0 0 6 2 0 8 15 11:15 AM 0 1 0 0 1 2 4 0 0 6 0 0 0 0 0 1 4 0 0 5 12 11:30 AM 1 0 2 0 3 0 4 0 0 4 0 0 0 0 0 0 3 1 0 4 11 11:45 AM 1 1 0 0 2 0 6 0 0 6 0 0 0 0 0 0 8 1 0 9 17

Total Volume 4 3 2 0 9 2 18 0 0 20 0 0 0 0 0 1 21 4 0 26 55







Start Time


11:00 AM 0 0 0 2 4 0 0 0 0 1 0 0 0 1 1 0 0 0 1 2 12 11:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1 4 11:30 AM 0 0 0 2 3 0 0 0 0 0 0 0 0 5 0 0 1 1 3 0 15 11:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 2 1 5

Total 0 0 0 5 8 0 0 0 0 1 0 0 0 7 2 0 1 1 7 4 36

12:00 PM 12:15 PM 12:30 PM 12:45 PM

0 0 0 0

0 0 0 0

0 0 0 0

1 0 0 0

5 2 0 5

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 0

0 0 0 0

0 3 0 0

0 0 1 2

0 0 0 0

0 0 0 1

0 0 0 0

4 3 2 0

0 0 2 1

10 8 5 9

Total 0 0 0 1 12 0 0 0 0 0 0 0 0 3 3 0 1 0 9 3 32

Grand Total 0 0 0 6 20 0 0 0 0 1 0 0 0 10 5 0 2 1 16 7 68 Apprch % 0 0 0 23.1 76.9 0 0 0 0 100 0 0 0 66.7 33.3 0 7.7 3.8 61.5 26.9

Total % 0 0 0 8.8 29.4 0 0 0 0 1.5 0 0 0 14.7 7.4 0 2.9 1.5 23.5 10.3



EB

Peds


SB

Peds


WB

Peds


NB

Peds


Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1


% App. Total 0 0 0 21.4 78.6 0 0 0 0 0 0 0 0 88.9 11.1 0 6.7 6.7 80 6.7 PHF .000 .000 .000 .375 .550 .583 .000 .000 .000 .000 .000 .000 .000 .000 .000 .400 .250 .450 .000 .250 .250 .750 .250 .750 .633

11:30 AM 0 0 0 2 3 5 0 0 0 0 0 0 0 0 0 5 0 5 0 1 1 3 0 5 15 11:45 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 1 3 5 12:00 PM 0 0 0 1 5 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 10 12:15 PM 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 3 0 3 8 Total Volume 0 0 0 3 11 14 0 0 0 0 0 0 0 0 0 8 1 9 0 1 1 12 1 15 38











% App. Total PHF .887 .691 .810 .000 .889 .904 .846 .000 .000 .855 .000 .000 .000 .000 .000 .500 .954 .912 .908 .959 .955

11:30 AM 115 16 53 0 184 73 399 0 0 472 0 0 0 0 0 4 280 99 18 401 1057 11:45 AM 119 17 51 0 187 50 313 0 0 363 0 0 0 0 0 3 304 128 18 453 1003 12:00 PM 73 3 46 0 122 72 344 0 0 416 0 0 0 0 0 1 308 125 19 453 991 12:15 PM 115 11 67 0 193 69 294 0 0 363 0 0 0 0 0 0 283 133 14 430 986

Total Volume 422 47 217 0 686 264 1350 0 0 1614 0 0 0 0 0 8 1175 485 69 1737 4037

0 0 0 0 0 8 1162 481 69 1720 3993 Cars 418 46 215 0 679 260 1334 0 0 1594 % Cars 99.1 97.9 99.1 0 99.0 98.5 98.8 0 0 98.8 0 0 0 0 0 100 98.9 99.2 100 99.0 98.9

Heavy Vehicles

% Heavy Vehicles 0.9 2.1 0.9 0 1.0 1.5 1.2 0 0 1.2 0 0 0 0 0 0 1.1 0.8 0 1.0 1.1

Commercial Street

Nor

th S

hore

Roa

d (R

oute

1A

) N

orth Shore R

oad (Route 1A

)

Commercial Street

Right

418 4

422 Thru

46 1

47 Left

215 2

217 U-Turn

0 0 0


8 7 15 749 1435686

Right

260 4264

Thru

1334

16135

0 Left 000 U

-Turn 000

Out

Total

In 137

7 1594

2971 15

20 35

1392

30061614

Left 0 0 0

Thru 0 0 0

Right 0 0 0

U-Turn 0 0 0

Out Total In

54 0 54 1 0 1

55 550

Left

481 4

485

Thr

u

1162 13

1175

R

ight8 0 8

U-T

urn

69 0 69

Tot

alO

ut

In

175

2 17

20

347

2 20

17

37

17

72

350

917


Cars Heavy Vehicles

Peak Hour Data

North

N/S: Commercial Street File Name : 165018 G E/W: Neptune Boulevard/ Neptune Street Site Code : T0554 City, State: Lynn, MA Start Date : 4/7/2016 Client: TEC/ R. Brown Page No : 1





Commercial Street Neptune Boulevard Commercial Street Neptune Street From North From East From South From West


Total 8 497 47 1 35 23 64 11 37 227 9 0 31 27 6 0 1023

08:00 AM 08:15 AM 08:30 AM 08:45 AM

4 4 3 0

135 141 136 109

12 8 6 6

0 0 1 0

9 8 8 4

10 4 0 6

8 11 13 11

3 3 4 2

10 13 22 20

54 66 59 68

6 1 1 0

0 0 0 0

6 5 5 5

7 2 5 5

5 2 2 1

0 0 0 0

269 268 265 237

Total 11 521 32 1 29 20 43 12 65 247 8 0 21 19 10 0 1039


Total %

19 1.7 0.9

1018 91.1 49.4

79 7.1 3.8

2 0.2 0.1

64 27

3.1

43 18.1

2.1

107 45.1

5.2

23 9.7 1.1

102 17.2

4.9

474 79.9

23

17 2.9 0.8

0 0 0

52 45.6

2.5

46 40.4

2.2

16 14

0.8

0 0 0

2062

Cars % Cars

19 100

956 93.9

74 93.7

2 100

59 92.2

39 90.7

100 93.5

22 95.7

95 93.1

429 90.5

16 94.1

0 0

50 96.2

44 95.7

14 87.5

0 0

1919 93.1


0 0

62 6.1

5 6.3

0 0

5 7.8

4 9.3

7 6.5

1 4.3

7 6.9

45 9.5

1 5.9

0 0

2 3.8

2 4.3

2 12.5

0 0

143 6.9


Neptune Boulevard From East


Neptune Street From West



% App. Total 2.3 88.3 9.2 0.2 PHF .875 .938 .625 .250 .979 Cars 14 495 51 1 561

% Cars 100 93.6 92.7 100 93.7 0 34 4 0 38 Heavy Vehicles

0 6.4 7.3 0 6.3% Heavy Vehicles

28.8 .556

35 87.5

5 12.5

13.9 .788

36 87.8

5 12.2

43.5

07:30 AM 3 126 13 0 142 5 6 23 3 37 12 55 2 0 69 11 6 2 0 19 267 07:45 AM 3 127 22 1 153 18 6 19 3 46 6 66 4 0 76 5 8 3 0 16 291 08:00 AM 4 135 12 0 151 9 10 8 3 30 10 54 6 0 70 6 7 5 0 18 269 08:15 AM 4 141 8 0 153 8 4 11 3 26 13 66 1 0 80 5 2 2 0 9 268

Total Volume 14 529 55 1 599 40 26 61 12 139 41 241 13 0 295 27 23 12 0 62 1095

.614 26

96.3 1

3.7

18.7 43.9 8.6 .650 .663 1.00 .755

24 57 12 128 92.3 93.4 100 92.1

2 4 0 11 7.7 6.6 0 7.9

81.7 4.4 0 .913 .542 .000 .922 218 12 0 266

90.5 92.3 0 90.2 23 1 0 29

9.5 7.7 0 9.8

37.1 19.4 0 .719 .600 .000 .816

22 11 0 59 95.7 91.7 0 95.2

1 1 0 3 4.3 8.3 0 4.8

.941 1014 92.6

81 7.4





Groups Printed- Cars Commercial Street Neptune Boulevard Commercial Street Neptune Street


07:00 AM 1 120 5 0 6 6 11 2 10 47 2 0 5 6 0 0 221 07:15 AM 1 110 6 0 6 5 10 3 9 49 1 0 10 6 1 0 217 07:30 AM 3 118 13 0 5 6 22 3 8 53 2 0 11 6 1 0 251 07:45 AM 3 119 19 1 16 6 16 3 6 57 4 0 5 8 3 0 266

Total 8 467 43 1 33 23 59 11 33 206 9 0 31 26 5 0 955

08:00 AM 08:15 AM 08:30 AM 08:45 AM

4 4 3 0

129 129 130 101

11 8 6 6

0 0 1 0

6 8 8 4

8 4 0 4

8 11 12 10

3 3 4 1

10 12 21 19

49 59 54 61

5 1 1 0

0 0 0 0

6 4 4 5

6 2 5 5

5 2 1 1

0 0 0 0

250 247 250 217

Total 11 489 31 1 26 16 41 11 62 223 7 0 19 18 9 0 964

Grand Total 19 956 74 2 59 39 100 22 95 429 16 0 50 44 14 0 1919 Apprch % 1.8 91 7 0.2 26.8 17.7 45.5 10 17.6 79.4 3 0 46.3 40.7 13 0

Total % 1 49.8 3.9 0.1 3.1 2 5.2 1.1 5 22.4 0.8 0 2.6 2.3 0.7 0







% App. Total 2.5 88.2 9.1 0.2 27.3 18.8 44.5 9.4 13.5 82 4.5 0 44.1 37.3 18.6 0 PHF .875 .959 .671 .250 .974 .547 .750 .648 1.00 .780 .750 .924 .600 .000 .924 .591 .688 .550 .000 .819 .953

07:30 AM 3 118 13 0 134 5 6 22 3 36 8 53 2 0 63 11 6 1 0 18 251 07:45 AM 3 119 19 1 142 16 6 16 3 41 6 57 4 0 67 5 8 3 0 16 266 08:00 AM 4 129 11 0 144 6 8 8 3 25 10 49 5 0 64 6 6 5 0 17 250 08:15 AM 4 129 8 0 141 8 4 11 3 26 12 59 1 0 72 4 2 2 0 8 247

Total Volume 14 495 51 1 561 35 24 57 12 128 36 218 12 0 266 26 22 11 0 59 1014





Groups Printed- Heavy Vehicles Commercial Street Neptune Boulevard Commercial Street Neptune Street


07:00 AM 0 8 1 0 0 0 0 0 0 6 0 0 0 0 0 0 15 07:15 AM 0 6 0 0 0 0 1 0 0 4 0 0 0 1 0 0 12 07:30 AM 0 8 0 0 0 0 1 0 4 2 0 0 0 0 1 0 16 07:45 AM 0 8 3 0 2 0 3 0 0 9 0 0 0 0 0 0 25

Total 0 30 4 0 2 0 5 0 4 21 0 0 0 1 1 0 68

08:00 AM 08:15 AM 08:30 AM 08:45 AM

0 0 0 0

6 12

6 8

1 0 0 0

0 0 0 0

3 0 0 0

2 0 0 2

0 0 1 1

0 0 0 1

0 1 1 1

5 7 5 7

1 0 0 0

0 0 0 0

0 1 1 0

1 0 0 0

0 0 1 0

0 0 0 0

19 21 15 20

Total 0 32 1 0 3 4 2 1 3 24 1 0 2 1 1 0 75

Grand Total 0 62 5 0 5 4 7 1 7 45 1 0 2 2 2 0 143 Apprch % 0 92.5 7.5 0 29.4 23.5 41.2 5.9 13.2 84.9 1.9 0 33.3 33.3 33.3 0

Total % 0 43.4 3.5 0 3.5 2.8 4.9 0.7 4.9 31.5 0.7 0 1.4 1.4 1.4 0







% App. Total 0 89.5 10.5 0 45.5 18.2 36.4 0 17.2 79.3 3.4 0 33.3 33.3 33.3 0 PHF .000 .708 .333 .000 .792 .417 .250 .333 .000 .550 .313 .639 .250 .000 .806 .250 .250 .250 .000 .750 .810

07:30 AM 0 8 0 0 8 0 0 1 0 1 4 2 0 0 6 0 0 1 0 1 16 07:45 AM 0 8 3 0 11 2 0 3 0 5 0 9 0 0 9 0 0 0 0 0 25 08:00 AM 0 6 1 0 7 3 2 0 0 5 0 5 1 0 6 0 1 0 0 1 19 08:15 AM 0 12 0 0 12 0 0 0 0 0 1 7 0 0 8 1 0 0 0 1 21

Total Volume 0 34 4 0 38 5 2 4 0 11 5 23 1 0 29 1 1 1 0 3 81







Start Time


07:00 AM 0 0 0 2 4 0 0 0 4 2 1 0 0 2 1 0 0 0 3 1 20 07:15 AM 0 0 0 1 0 0 0 0 0 1 0 0 0 2 8 0 0 0 2 2 16 07:30 AM 0 1 0 4 1 0 0 0 3 4 0 0 0 10 14 0 0 0 2 0 39 07:45 AM 0 0 0 7 8 0 0 0 1 7 0 0 0 2 2 0 0 0 2 3 32

Total 0 1 0 14 13 0 0 0 8 14 1 0 0 16 25 0 0 0 9 6 107

08:00 AM 08:15 AM 08:30 AM 08:45 AM

0 0 0 0

0 0 0 0

0 0 0 0

0 0 3 0

3 0 4 0

0 0 0 0

0 0 0 0

0 0 0 0

2 2 1 1

2 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

3 0 1 0

3 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

5 2 2 2

5 1 3 2

23 5

14 5

Total 0 0 0 3 7 0 0 0 6 2 0 0 0 4 3 0 0 0 11 11 47

Grand Total 0 1 0 17 20 0 0 0 14 16 1 0 0 20 28 0 0 0 20 17 154 Apprch % 0 2.6 0 44.7 52.6 0 0 0 46.7 53.3 2 0 0 40.8 57.1 0 0 0 54.1 45.9

Total % 0 0.6 0 11 13 0 0 0 9.1 10.4 0.6 0 0 13 18.2 0 0 0 13 11



EB

Peds


SB

Peds


WB

Peds


NB

Peds




% App. Total 0 4 0 48 48 0 0 0 30 70 0 0 0 38.6 61.4 0 0 0 52.4 47.6 PHF .000 .250 .000 .429 .375 .417 .000 .000 .000 .500 .500 .625 .000 .000 .000 .425 .482 .458 .000 .000 .000 .550 .500 .525 .705


N/S: Commercial Street E/W: Neptune Boulevard/ Neptune Street City, State: Lynn, MA Client: TEC/ R. Brown

File Name : 165018 G Site Code : T0554 Start Date : 4/7/2016 Page No : 1













28.8 .556

35 87.5

5 12.5

13.9 .788

36 87.8

5 12.2

43.5

07:30 AM 3 126 13 0 142 5 6 23 3 37 12 55 2 0 69 11 6 2 0 19 267 07:45 AM 3 127 22 1 153 18 6 19 3 46 6 66 4 0 76 5 8 3 0 16 291 08:00 AM 4 135 12 0 151 9 10 8 3 30 10 54 6 0 70 6 7 5 0 18 269 08:15 AM 4 141 8 0 153 8 4 11 3 26 13 66 1 0 80 5 2 2 0 9 268

Total Volume 14 529 55 1 599 40 26 61 12 139 41 241 13 0 295 27 23 12 0 62 1095

.614 26

96.3 1

3.7

18.7 43.9 8.6 .650 .663 1.00 .755

24 57 12 128 92.3 93.4 100 92.1

2 4 0 11 7.7 6.6 0 7.9

81.7 4.4 0 .913 .542 .000 .922 218 12 0 266

90.5 92.3 0 90.2 23 1 0 29

9.5 7.7 0 9.8

37.1 19.4 0 .719 .600 .000 .816

22 11 0 59 95.7 91.7 0 95.2

1 1 0 3 4.3 8.3 0 4.8

.941 1014 92.6

81 7.4

Commercial Street

Nep

tune

Str

eet

Neptun

e Boulevard

Commercial Street

Right

14 0

14 Thru

495 34

529 Left

51 4

55 U-Turn

1 0 1

InOut Total 264 561 825 29 38 67

293 892599

Right

35540 T

hru 24226 Left 57461 U

-Turn

12012

Out

Total

In 109

128 237

10 11

21 119

258139

Left 12 1

13

Thru 218 23

241

Right 36 5

41

U-Turn 0 0 0

Out Total In

578 266 844 39 29 68

617 912295

Left 11 1 12

T

hru22 1 23

R

ight26 1 27

U

-Tur

n 0 0 0

Tot

alO

ut

In

50

59

109

3 3

6 53

11


Cars Heavy Vehicles

Peak Hour Data

North

N/S: Commercial Street File Name : 165018 GG E/W: Neptune Boulevard/ Neptune Street Site Code : T0554 City, State: Lynn, MA Start Date : 4/7/2016 Client: TEC/ R. Brown Page No : 1







Total 21 342 41 0 22 34 38 13 73 420 27 0 18 46 6 0 1101

05:00 PM 05:15 PM 05:30 PM 05:45 PM

6 5 2 5

87 74 75 81

14 10

7 9

0 0 0 0

7 3 4 3

6 8 3

10

8 5

13 16

4 0 1 2

22 16 24 26

108 129 121 115

5 7 5 3

0 0 0 0

5 4 9 6

10 7 2 7

2 0 2 4

0 0 0 0

284 268 268 287

Total 18 317 40 0 17 27 42 7 88 473 20 0 24 26 8 0 1107


Total %

39 5

1.8

659 84.6 29.8

81 10.4

3.7

0 0 0

39 19.5

1.8

61 30.5

2.8

80 40

3.6

20 10

0.9

161 14.6

7.3

893 81.1 40.4

47 4.3 2.1

0 0 0

42 32.8

1.9

72 56.2

3.3

14 10.9

0.6

0 0 0

2208

Cars % Cars

38 97.4

625 94.8

79 97.5

0 0

39 100

60 98.4

78 97.5

20 100

160 99.4

870 97.4

47 100

0 0

42 100

70 97.2

12 85.7

0 0

2140 96.9


1 2.6

34 5.2

2 2.5

0 0

0 0

1 1.6

2 2.5

0 0

1 0.6

23 2.6

0 0

0 0

0 0

2 2.8

2 14.3

0 0

68 3.1







% App. Total 4.9 83.3 11.8 0 PHF .833 .960 .857 .000 .949 Cars 20 320 47 0 387



22 29.4 34.9 13.8 .857 .615 .633 .750 .736

24 32 37 15 108 100 100 97.4 100 99.1

0 0 1 0 1 0 0 2.6 0 0.9

14.2 81.6 4.2 0 .852 .796 .688 .000 .856

75 413 22 0 510 100 96.0 100 0 96.8

0 17 0 0 17 0 4.0 0 0 3.2

27.5 63.8 8.7 0 .679 .733 .500 .000 .821 .964

04:15 PM 5 75 11 0 91 4 13 15 5 37 16 102 8 0 126 7 11 3 0 21 275 04:30 PM 5 88 11 0 104 6 7 5 2 20 16 135 3 0 154 2 8 0 0 10 288 04:45 PM 4 88 12 0 104 7 6 10 4 27 21 85 6 0 112 5 15 1 0 21 264 05:00 PM 6 87 14 0 107 7 6 8 4 25 22 108 5 0 135 5 10 2 0 17 284

Total Volume 20 338 48 0 406 24 32 38 15 109 75 430 22 0 527 19 44 6 0 69 1111

19 43 6 0 68 1073 100 97.7 100 0 98.6 96.6

0 1 0 0 1 38 0 2.3 0 0 1.4 3.4







04:00 PM 6 81 7 0 5 8 8 2 20 97 10 0 4 12 2 0 262 04:15 PM 5 69 11 0 4 13 15 5 16 96 8 0 7 11 3 0 263 04:30 PM 5 83 10 0 6 7 5 2 16 127 3 0 2 7 0 0 273 04:45 PM 4 87 12 0 7 6 9 4 21 83 6 0 5 15 1 0 260

Total 20 320 40 0 22 34 37 13 73 403 27 0 18 45 6 0 1058

05:00 PM 05:15 PM 05:30 PM 05:45 PM

6 5 2 5

81 72 74 78

14 9 7 9

0 0 0 0

7 3 4 3

6 8 2

10

8 5

13 15

4 0 1 2

22 16 24 25

107 128 119 113

5 7 5 3

0 0 0 0

5 4 9 6

10 6 2 7

2 0 1 3

0 0 0 0

277 263 263 279

Total 18 305 39 0 17 26 41 7 87 467 20 0 24 25 6 0 1082

Grand Total 38 625 79 0 39 60 78 20 160 870 47 0 42 70 12 0 2140 Apprch % 5.1 84.2 10.6 0 19.8 30.5 39.6 10.2 14.9 80.8 4.4 0 33.9 56.5 9.7 0

Total % 1.8 29.2 3.7 0 1.8 2.8 3.6 0.9 7.5 40.7 2.2 0 2 3.3 0.6 0







% App. Total 5 84.3 10.8 0 18.7 28.6 45.1 7.7 15.2 81.4 3.5 0 43.6 45.5 10.9 0 PHF .750 .941 .696 .000 .896 .607 .650 .683 .438 .758 .870 .912 .714 .000 .950 .667 .625 .500 .000 .809 .970

05:00 PM 6 81 14 0 101 7 6 8 4 25 22 107 5 0 134 5 10 2 0 17 277 05:15 PM 5 72 9 0 86 3 8 5 0 16 16 128 7 0 151 4 6 0 0 10 263 05:30 PM 2 74 7 0 83 4 2 13 1 20 24 119 5 0 148 9 2 1 0 12 263 05:45 PM 5 78 9 0 92 3 10 15 2 30 25 113 3 0 141 6 7 3 0 16 279

Total Volume 18 305 39 0 362 17 26 41 7 91 87 467 20 0 574 24 25 6 0 55 1082







04:00 PM 1 10 0 0 0 0 0 0 0 1 0 0 0 0 0 0 12 04:15 PM 0 6 0 0 0 0 0 0 0 6 0 0 0 0 0 0 12 04:30 PM 0 5 1 0 0 0 0 0 0 8 0 0 0 1 0 0 15 04:45 PM 0 1 0 0 0 0 1 0 0 2 0 0 0 0 0 0 4

Total 1 22 1 0 0 0 1 0 0 17 0 0 0 1 0 0 43

05:00 PM 05:15 PM 05:30 PM 05:45 PM

0 0 0 0

6 2 1 3

0 1 0 0

0 0 0 0

0 0 0 0

0 0 1 0

0 0 0 1

0 0 0 0

0 0 0 1

1 1 2 2

0 0 0 0

0 0 0 0

0 0 0 0

0 1 0 0

0 0 1 1

0 0 0 0

7 5 5 8

Total 0 12 1 0 0 1 1 0 1 6 0 0 0 1 2 0 25

Grand Total 1 34 2 0 0 1 2 0 1 23 0 0 0 2 2 0 68 Apprch % 2.7 91.9 5.4 0 0 33.3 66.7 0 4.2 95.8 0 0 0 50 50 0

Total % 1.5 50 2.9 0 0 1.5 2.9 0 1.5 33.8 0 0 0 2.9 2.9 0







% App. Total 4.2 91.7 4.2 0 0 0 100 0 0 100 0 0 0 100 0 0 PHF .250 .550 .250 .000 .545 .000 .000 .250 .000 .250 .000 .531 .000 .000 .531 .000 .250 .000 .000 .250 .717

04:00 PM 1 10 0 0 11 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 12 04:15 PM 0 6 0 0 6 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 12 04:30 PM 0 5 1 0 6 0 0 0 0 0 0 8 0 0 8 0 1 0 0 1 15 04:45 PM 0 1 0 0 1 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 4

Total Volume 1 22 1 0 24 0 0 1 0 1 0 17 0 0 17 0 1 0 0 1 43







Start Time


04:00 PM 0 0 0 1 0 0 0 0 2 0 0 0 0 1 2 0 0 0 0 2 8 04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 04:30 PM 0 0 0 2 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 0 6 04:45 PM 0 0 0 1 1 0 0 0 1 0 0 0 0 5 3 0 0 0 1 0 12

Total 0 0 0 4 1 0 0 0 4 1 0 0 0 6 6 0 0 0 3 2 27

05:00 PM 05:15 PM 05:30 PM 05:45 PM

0 0 0 0

0 0 0 0

0 0 0 0

1 0 5 2

0 0 1 2

0 0 0 0

0 0 0 0

0 0 1 0

1 0 2 1

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

2 3 3 0

2 2 2 5

0 0 0 0

0 0 0 0

0 0 0 0

2 4 3

10

0 0 3 3

8 9

20 23

Total 0 0 0 8 3 0 0 1 4 0 0 0 0 8 11 0 0 0 19 6 60

Grand Total 0 0 0 12 4 0 0 1 8 1 0 0 0 14 17 0 0 0 22 8 87 Apprch % 0 0 0 75 25 0 0 10 80 10 0 0 0 45.2 54.8 0 0 0 73.3 26.7

Total % 0 0 0 13.8 4.6 0 0 1.1 9.2 1.1 0 0 0 16.1 19.5 0 0 0 25.3 9.2



EB

Peds


SB

Peds


WB

Peds


NB

Peds




% App. Total 0 0 0 72.7 27.3 0 0 20 80 0 0 0 0 42.1 57.9 0 0 0 76 24 PHF .000 .000 .000 .400 .375 .458 .000 .000 .250 .500 .000 .417 .000 .000 .000 .667 .550 .950 .000 .000 .000 .475 .500 .481 .652



File Name : 165018 GG Site Code : T0554 Start Date : 4/7/2016 Page No : 1













22 29.4 34.9 13.8 .857 .615 .633 .750 .736

24 32 37 15 108 100 100 97.4 100 99.1

0 0 1 0 1 0 0 2.6 0 0.9

14.2 81.6 4.2 0 .852 .796 .688 .000 .856

75 413 22 0 510 100 96.0 100 0 96.8

0 17 0 0 17 0 4.0 0 0 3.2

27.5 63.8 8.7 0 .679 .733 .500 .000 .821 .964

04:15 PM 5 75 11 0 91 4 13 15 5 37 16 102 8 0 126 7 11 3 0 21 275 04:30 PM 5 88 11 0 104 6 7 5 2 20 16 135 3 0 154 2 8 0 0 10 288 04:45 PM 4 88 12 0 104 7 6 10 4 27 21 85 6 0 112 5 15 1 0 21 264 05:00 PM 6 87 14 0 107 7 6 8 4 25 22 108 5 0 135 5 10 2 0 17 284

Total Volume 20 338 48 0 406 24 32 38 15 109 75 430 22 0 527 19 44 6 0 69 1111

19 43 6 0 68 1073 100 97.7 100 0 98.6 96.6

0 1 0 0 1 38 0 2.3 0 0 1.4 3.4

Commercial Street

Nep

tune

Str

eet

Neptun

e Boulevard

Commercial Street

Right

20 0

20 Thru

320 18

338 Left

47 1

48 U-Turn

0 0 0

InOut Total 443 387 830 17 19 36

460 866406

Right

24024 T

hru 32032 Left 37138 U

-Turn

15015

Out

Total

In 165

108 273

2 1

3 167

276109

Left 22 0

22

Thru 413 17

430

Right 75 0

75

U-Turn 0 0 0

Out Total In

376 510 886 19 17 36

395 922527

Left 6 0 6

Thr

u43 1 44

Rig

ht19 0 19

U-T

urn 0 0 0

Tot

alO

ut

In

74

68

142

0 1

1 74

14


Cars Heavy Vehicles

Peak Hour Data

North

N/S: Commercial Street File Name : 165018 GGG E/W: Neptune Boulevard/ Neptune Street Site Code : T0554 City, State: Lynn, MA Start Date : 4/9/2016 Client: TEC/ R. Brown Page No : 1







Total 3 516 14 0 22 22 41 13 59 420 20 1 27 26 7 0 1191

12:00 PM 12:15 PM 12:30 PM 12:45 PM

6 8 2 1

116 111 135 127

10 9 9 8

0 0 0 0

2 8 2 5

4 8 8 8

18 14 12 10

4 2 4 1

17 19 29 20

125 124 121 101

8 12

7 9

0 0 0 0

9 9 9 8

7 6

10 6

2 4 3 4

0 0 0 0

328 334 351 308

Total 17 489 36 0 17 28 54 11 85 471 36 0 35 29 13 0 1321


Total %

20 1.9 0.8

1005 93.5

40

50 4.7

2

0 0 0

39 18.8

1.6

50 24

2

95 45.7

3.8

24 11.5

1

144 13.2

5.7

891 81.6 35.5

56 5.1 2.2

1 0.1

0

62 45.3

2.5

55 40.1

2.2

20 14.6

0.8

0 0 0

2512

Cars % Cars

18 90

990 98.5

47 94

0 0

39 100

50 100

95 100

24 100

144 100

875 98.2

55 98.2

1 100

61 98.4

55 100

19 95

0 0

2473 98.4


2 10

15 1.5

3 6

0 0

0 0

0 0

0 0

0 0

0 0

16 1.8

1 1.8

0 0

1 1.6

0 0

1 5

0 0

39 1.6








% Cars 88.2 98.8 94.4 0 98.2 Heavy Vehicles 2 6 2 0 10

% Heavy Vehicles 11.8 1.2 5.6 0 1.8

15.5 25.5 49.1 10 .531 .875 .750 .688 .859

17 28 54 11 110 100 100 100 100 100

0 0 0 0 0 0 0 0 0 0

14.4 79.6 6.1 0 .733 .942 .750 .000 .943

85 466 36 0 587 100 98.9 100 0 99.2

0 5 0 0 5 0 1.1 0 0 0.8

45.5 37.7 16.9 0 .972 .725 .813 .000 .875 .941

12:00 PM 6 116 10 0 132 2 4 18 4 28 17 125 8 0 150 9 7 2 0 18 328 12:15 PM 8 111 9 0 128 8 8 14 2 32 19 124 12 0 155 9 6 4 0 19 334 12:30 PM 2 135 9 0 146 2 8 12 4 26 29 121 7 0 157 9 10 3 0 22 351 12:45 PM 1 127 8 0 136 5 8 10 1 24 20 101 9 0 130 8 6 4 0 18 308

Total Volume 17 489 36 0 542 17 28 54 11 110 85 471 36 0 592 35 29 13 0 77 1321

35 29 13 0 77 1306 100 100 100 0 100 98.9

0 0 0 0 0 15 0 0 0 0 0 1.1







11:00 AM 1 137 2 0 4 5 10 3 12 85 6 1 4 4 2 0 276 11:15 AM 1 121 3 0 7 9 13 4 11 100 1 0 7 7 2 0 286 11:30 AM 1 131 4 0 5 4 9 4 12 112 5 0 9 5 1 0 302 11:45 AM 0 118 4 0 6 4 9 2 24 112 7 0 6 10 1 0 303

Total 3 507 13 0 22 22 41 13 59 409 19 1 26 26 6 0 1167

12:00 PM 12:15 PM 12:30 PM 12:45 PM

5 7 2 1

115 110 131 127

9 9 9 7

0 0 0 0

2 8 2 5

4 8 8 8

18 14 12 10

4 2 4 1

17 19 29 20

123 124 118 101

8 12

7 9

0 0 0 0

9 9 9 8

7 6

10 6

2 4 3 4

0 0 0 0

323 332 344 307

Total 15 483 34 0 17 28 54 11 85 466 36 0 35 29 13 0 1306

Grand Total 18 990 47 0 39 50 95 24 144 875 55 1 61 55 19 0 2473 Apprch % 1.7 93.8 4.5 0 18.8 24 45.7 11.5 13.4 81.4 5.1 0.1 45.2 40.7 14.1 0

Total % 0.7 40 1.9 0 1.6 2 3.8 1 5.8 35.4 2.2 0 2.5 2.2 0.8 0







% App. Total 2.8 90.8 6.4 0 15.5 25.5 49.1 10 14.5 79.4 6.1 0 45.5 37.7 16.9 0 PHF .536 .922 .944 .000 .937 .531 .875 .750 .688 .859 .733 .940 .750 .000 .947 .972 .725 .813 .000 .875 .949

12:00 PM 5 115 9 0 129 2 4 18 4 28 17 123 8 0 148 9 7 2 0 18 323 12:15 PM 7 110 9 0 126 8 8 14 2 32 19 124 12 0 155 9 6 4 0 19 332 12:30 PM 2 131 9 0 142 2 8 12 4 26 29 118 7 0 154 9 10 3 0 22 344 12:45 PM 1 127 7 0 135 5 8 10 1 24 20 101 9 0 130 8 6 4 0 18 307

Total Volume 15 483 34 0 532 17 28 54 11 110 85 466 36 0 587 35 29 13 0 77 1306







11:00 AM 0 5 0 0 0 0 0 0 0 2 0 0 1 0 0 0 8 11:15 AM 0 3 0 0 0 0 0 0 0 2 1 0 0 0 0 0 6 11:30 AM 0 1 1 0 0 0 0 0 0 5 0 0 0 0 0 0 7 11:45 AM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 3

Total 0 9 1 0 0 0 0 0 0 11 1 0 1 0 1 0 24

12:00 PM 12:15 PM 12:30 PM 12:45 PM

1 1 0 0

1 1 4 0

1 0 0 1

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

2 0 3 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

5 2 7 1

Total 2 6 2 0 0 0 0 0 0 5 0 0 0 0 0 0 15

Grand Total 2 15 3 0 0 0 0 0 0 16 1 0 1 0 1 0 39 Apprch % 10 75 15 0 0 0 0 0 0 94.1 5.9 0 50 0 50 0

Total % 5.1 38.5 7.7 0 0 0 0 0 0 41 2.6 0 2.6 0 2.6 0







% App. Total 0 90 10 0 0 0 0 0 0 91.7 8.3 0 50 0 50 0 PHF .000 .450 .250 .000 .500 .000 .000 .000 .000 .000 .000 .550 .250 .000 .600 .250 .000 .250 .000 .500 .750

11:00 AM 0 5 0 0 5 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 8 11:15 AM 0 3 0 0 3 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 6 11:30 AM 0 1 1 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 7 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 3

Total Volume 0 9 1 0 10 0 0 0 0 0 0 11 1 0 12 1 0 1 0 2 24







Start Time


11:00 AM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 2 0 0 0 1 1 11 11:15 AM 0 0 0 3 2 0 0 0 1 2 0 1 0 2 2 0 0 0 1 1 15 11:30 AM 0 1 0 3 3 0 0 0 1 3 0 0 0 3 6 0 0 0 4 3 27 11:45 AM 0 0 0 1 1 0 0 0 3 1 0 0 0 1 2 0 0 0 0 0 9

Total 0 1 0 9 8 0 0 0 6 7 0 1 0 7 12 0 0 0 6 5 62

12:00 PM 12:15 PM 12:30 PM 12:45 PM

0 0 0 0

0 0 0 0

0 0 0 0

0 3 1 1

0 2 2 2

0 0 0 0

0 0 0 0

0 0 0 0

5 1 1 0

5 1 2 0

0 0 0 0

0 0 0 0

0 0 0 0

2 0 0 2

5 3 3 0

0 0 0 0

0 0 0 0

0 2 0 0

1 3 1

11

4 0 5 1

22 15 15 17

Total 0 0 0 5 6 0 0 0 7 8 0 0 0 4 11 0 0 2 16 10 69

Grand Total 0 1 0 14 14 0 0 0 13 15 0 1 0 11 23 0 0 2 22 15 131 Apprch % 0 3.4 0 48.3 48.3 0 0 0 46.4 53.6 0 2.9 0 31.4 65.7 0 0 5.1 56.4 38.5

Total % 0 0.8 0 10.7 10.7 0 0 0 9.9 11.5 0 0.8 0 8.4 17.6 0 0 1.5 16.8 11.5



EB

Peds


SB

Peds


WB

Peds


NB

Peds




% App. Total 0 7.1 0 50 42.9 0 0 0 47.6 52.4 0 4.2 0 33.3 62.5 0 0 0 42.9 57.1 PHF .000 .250 .000 .583 .500 .500 .000 .000 .000 .500 .550 .525 .000 .250 .000 .667 .625 .667 .000 .000 .000 .375 .500 .500 .676

11:15 AM 0 0 0 3 2 5 0 0 0 1 2 3 0 1 0 2 2 5 0 0 0 1 1 2 15 11:30 AM 0 1 0 3 3 7 0 0 0 1 3 4 0 0 0 3 6 9 0 0 0 4 3 7 27 11:45 AM 0 0 0 1 1 2 0 0 0 3 1 4 0 0 0 1 2 3 0 0 0 0 0 0 9 12:00 PM 0 0 0 0 0 0 0 0 0 5 5 10 0 0 0 2 5 7 0 0 0 1 4 5 22 Total Volume 0 1 0 7 6 14 0 0 0 10 11 21 0 1 0 8 15 24 0 0 0 6 8 14 73


File Name : 165018 GGG Site Code : T0554 Start Date : 4/9/2016 Page No : 1











% Cars 88.2 98.8 94.4 0 98.2 Heavy Vehicles 2 6 2 0 10

% Heavy Vehicles 11.8 1.2 5.6 0 1.8

15.5 25.5 49.1 10 .531 .875 .750 .688 .859

17 28 54 11 110 100 100 100 100 100

0 0 0 0 0 0 0 0 0 0

14.4 79.6 6.1 0 .733 .942 .750 .000 .943

85 466 36 0 587 100 98.9 100 0 99.2

0 5 0 0 5 0 1.1 0 0 0.8

45.5 37.7 16.9 0 .972 .725 .813 .000 .875 .941

12:00 PM 6 116 10 0 132 2 4 18 4 28 17 125 8 0 150 9 7 2 0 18 328 12:15 PM 8 111 9 0 128 8 8 14 2 32 19 124 12 0 155 9 6 4 0 19 334 12:30 PM 2 135 9 0 146 2 8 12 4 26 29 121 7 0 157 9 10 3 0 22 351 12:45 PM 1 127 8 0 136 5 8 10 1 24 20 101 9 0 130 8 6 4 0 18 308

Total Volume 17 489 36 0 542 17 28 54 11 110 85 471 36 0 592 35 29 13 0 77 1321

35 29 13 0 77 1306 100 100 100 0 100 98.9

0 0 0 0 0 15 0 0 0 0 0 1.1

Commercial Street

Nep

tune

Str

eet

Neptun

e Boulevard

Commercial Street

Right

15 2

17 Thru

483 6

489 Left

34 2

36 U-Turn

0 0 0


5 10 15 501 1043542

Right

17017 T

hru 28028 Left 54054 U

-Turn

11011

Out

Total

In 148

110 258

2 0

2 150

260110

Left 36 0

36

Thru 466

5 471

Right 85 0

85

U-Turn 0 0 0

Out Total In

572 587 1159 6 5 11

578 1170592

Left 13 0 13

T

hru29 0 29

R

ight35 0 35

U

-Tur

n 0 0 0

Tot

alO

ut

In

79

77

156

2 0

2 81

15


Cars Heavy Vehicles

Peak Hour Data

North

N/S: Commercial Street File Name : 165018 H E/W: Summer Street Site Code : T0554 City, State: Lynn, MA Start Date : 4/7/2016 Client: TEC/ R. Brown Page No : 1





Commercial Street Summer Street Commercial Street Summer Street From North From East From South From West


Total 7 454 45 1 40 230 17 0 25 174 69 0 94 177 19 0 1352

08:00 AM 08:15 AM 08:30 AM 08:45 AM

7 7 4 3

126 117 114

94

5 2 8 3

0 0 0 0

7 10 14

6

45 33 38 42

7 4 1 4

0 0 0 0

5 5 9 4

51 50 52 48

17 19 17 16

0 0 0 0

17 31 29 23

35 46 46 31

2 2 4 4

0 0 0 0

324 326 336 278

Total 21 451 18 0 37 158 16 0 23 201 69 0 100 158 12 0 1264


Total %

28 2.8 1.1

905 90.8 34.6

63 6.3 2.4

1 0.1

0

77 15.5

2.9

388 77.9 14.8

33 6.6 1.3

0 0 0

48 8.6 1.8

375 66.8 14.3

138 24.6

5.3

0 0 0

194 34.6

7.4

335 59.8 12.8

31 5.5 1.2

0 0 0

2616

Cars % Cars

27 96.4

865 95.6

60 95.2

1 100

74 96.1

364 93.8

30 90.9

0 0

47 97.9

334 89.1

126 91.3

0 0

172 88.7

321 95.8

29 93.5

0 0

2450 93.7


1 3.6

40 4.4

3 4.8

0 0

3 3.9

24 6.2

3 9.1

0 0

1 2.1

41 10.9

12 8.7

0 0

22 11.3

14 4.2

2 6.5

0 0

166 6.3


Summer Street From East


Summer Street From West




% Cars 94.7 95.7 88.5 0 95.3 1 21 3 0 25 Heavy Vehicles

5.3 4.3 11.5 0 4.7% Heavy Vehicles

16.1 .719

45 97.8

1 2.2

7.7 .719

22 95.7

1 4.3

34 .790

85

07:30 AM 2 115 6 0 123 13 73 5 0 91 8 40 13 0 61 23 51 5 0 79 354 07:45 AM 3 125 13 0 141 16 66 6 0 88 5 60 26 0 91 27 47 2 0 76 396 08:00 AM 7 126 5 0 138 7 45 7 0 59 5 51 17 0 73 17 35 2 0 54 324 08:15 AM 7 117 2 0 126 10 33 4 0 47 5 50 19 0 74 31 46 2 0 79 326

Total Volume 19 483 26 0 528 46 217 22 0 285 23 201 75 0 299 98 179 11 0 288 1400

86.7 13

13.3

76.1 7.7 0 .743 .786 .000 .783 202 20 0 267

93.1 90.9 0 93.7 15 2 0 18

6.9 9.1 0 6.3

67.2 25.1 0 .838 .721 .000 .821 179 67 0 268

89.1 89.3 0 89.6 22 8 0 31

10.9 10.7 0 10.4

62.2 3.8 0 .877 .550 .000 .911 173 11 0 269

96.6 100 0 93.4 6 0 0 19

3.4 0 0 6.6

.884 1307 93.4

93 6.6





Groups Printed- Cars Commercial Street Summer Street Commercial Street Summer Street


07:00 AM 2 102 9 1 3 42 4 0 7 31 11 0 16 27 2 0 257 07:15 AM 0 102 17 0 6 49 1 0 5 34 18 0 24 45 8 0 309 07:30 AM 2 110 5 0 12 66 5 0 8 36 12 0 19 48 5 0 328 07:45 AM 3 118 13 0 16 63 4 0 4 53 23 0 26 45 2 0 370

Total 7 432 44 1 37 220 14 0 24 154 64 0 85 165 17 0 1264

08:00 AM 08:15 AM 08:30 AM 08:45 AM

6 7 4 3

121 113 110

89

4 1 8 3

0 0 0 0

7 10 14

6

43 30 34 37

7 4 1 4

0 0 0 0

5 5 9 4

46 44 47 43

14 18 16 14

0 0 0 0

16 24 27 20

35 45 45 31

2 2 4 4

0 0 0 0

306 303 319 258

Total 20 433 16 0 37 144 16 0 23 180 62 0 87 156 12 0 1186

Grand Total 27 865 60 1 74 364 30 0 47 334 126 0 172 321 29 0 2450 Apprch % 2.8 90.8 6.3 0.1 15.8 77.8 6.4 0 9.3 65.9 24.9 0 33 61.5 5.6 0

Total % 1.1 35.3 2.4 0 3 14.9 1.2 0 1.9 13.6 5.1 0 7 13.1 1.2 0







% App. Total 2.2 90 7.8 0 14.7 79.2 6.1 0 8.5 65.5 26 0 30.9 62.9 6.2 0 PHF .458 .932 .574 .000 .935 .641 .837 .607 .000 .840 .688 .797 .728 .000 .806 .817 .901 .531 .000 .893 .887

07:15 AM 0 102 17 0 119 6 49 1 0 56 5 34 18 0 57 24 45 8 0 77 309 07:30 AM 2 110 5 0 117 12 66 5 0 83 8 36 12 0 56 19 48 5 0 72 328 07:45 AM 3 118 13 0 134 16 63 4 0 83 4 53 23 0 80 26 45 2 0 73 370 08:00 AM 6 121 4 0 131 7 43 7 0 57 5 46 14 0 65 16 35 2 0 53 306

Total Volume 11 451 39 0 501 41 221 17 0 279 22 169 67 0 258 85 173 17 0 275 1313





Groups Printed- Heavy Vehicles Commercial Street Summer Street Commercial Street Summer Street


07:00 AM 0 7 0 0 1 0 1 0 0 7 0 0 1 5 1 0 23 07:15 AM 0 3 0 0 1 0 0 0 0 2 1 0 3 2 1 0 13 07:30 AM 0 5 1 0 1 7 0 0 0 4 1 0 4 3 0 0 26 07:45 AM 0 7 0 0 0 3 2 0 1 7 3 0 1 2 0 0 26

Total 0 22 1 0 3 10 3 0 1 20 5 0 9 12 2 0 88

08:00 AM 08:15 AM 08:30 AM 08:45 AM

1 0 0 0

5 4 4 5

1 1 0 0

0 0 0 0

0 0 0 0

2 3 4 5

0 0 0 0

0 0 0 0

0 0 0 0

5 6 5 5

3 1 1 2

0 0 0 0

1 7 2 3

0 1 1 0

0 0 0 0

0 0 0 0

18 23 17 20

Total 1 18 2 0 0 14 0 0 0 21 7 0 13 2 0 0 78

Grand Total 1 40 3 0 3 24 3 0 1 41 12 0 22 14 2 0 166 Apprch % 2.3 90.9 6.8 0 10 80 10 0 1.9 75.9 22.2 0 57.9 36.8 5.3 0

Total % 0.6 24.1 1.8 0 1.8 14.5 1.8 0 0.6 24.7 7.2 0 13.3 8.4 1.2 0







% App. Total 4 84 12 0 5.6 83.3 11.1 0 3.2 71 25.8 0 68.4 31.6 0 0 PHF .250 .750 .750 .000 .893 .250 .536 .250 .000 .563 .250 .786 .667 .000 .705 .464 .500 .000 .000 .594 .894

07:30 AM 0 5 1 0 6 1 7 0 0 8 0 4 1 0 5 4 3 0 0 7 26 07:45 AM 0 7 0 0 7 0 3 2 0 5 1 7 3 0 11 1 2 0 0 3 26 08:00 AM 1 5 1 0 7 0 2 0 0 2 0 5 3 0 8 1 0 0 0 1 18 08:15 AM 0 4 1 0 5 0 3 0 0 3 0 6 1 0 7 7 1 0 0 8 23

Total Volume 1 21 3 0 25 1 15 2 0 18 1 22 8 0 31 13 6 0 0 19 93







Start Time


07:00 AM 0 0 0 1 2 0 0 0 2 2 0 0 0 1 1 0 0 0 2 1 12 07:15 AM 0 0 0 5 0 0 0 0 3 2 0 0 0 0 5 0 0 0 1 3 19 07:30 AM 0 1 1 10 0 0 0 0 3 1 0 0 0 0 3 0 0 0 5 0 24 07:45 AM 0 0 0 10 1 0 0 0 3 6 0 0 0 0 7 0 0 0 1 2 30

Total 0 1 1 26 3 0 0 0 11 11 0 0 0 1 16 0 0 0 9 6 85

08:00 AM 08:15 AM 08:30 AM 08:45 AM

0 0 0 0

0 0 0 0

0 0 0 0

2 0 0 2

5 0 2 2

0 0 0 0

0 0 0 0

0 0 0 0

2 3 0 1

1 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 1 2 0

0 0 0 0

0 0 1 0

0 0 0 0

9 0 1 3

0 2 1 2

19 6 7

10 Total 0 0 0 4 9 0 0 0 6 1 0 0 0 0 3 0 1 0 13 5 42

Grand Total 0 1 1 30 12 0 0 0 17 12 0 0 0 1 19 0 1 0 22 11 127 Apprch % 0 2.3 2.3 68.2 27.3 0 0 0 58.6 41.4 0 0 0 5 95 0 2.9 0 64.7 32.4

Total % 0 0.8 0.8 23.6 9.4 0 0 0 13.4 9.4 0 0 0 0.8 15 0 0.8 0 17.3 8.7



EB

Peds


SB

Peds


WB

Peds


NB

Peds




% App. Total 0 2.9 2.9 77.1 17.1 0 0 0 52.4 47.6 0 0 0 0 100 0 0 0 76.2 23.8 PHF .000 .250 .250 .675 .300 .729 .000 .000 .000 .917 .417 .583 .000 .000 .000 .000 .536 .536 .000 .000 .000 .444 .417 .583 .767













% Cars 94.7 95.7 88.5 0 95.3 1 21 3 0 25 Heavy Vehicles

5.3 4.3 11.5 0 4.7% Heavy Vehicles

16.1 .719

45 97.8

1 2.2

7.7 .719

22 95.7

1 4.3

34 .790

85

07:30 AM 2 115 6 0 123 13 73 5 0 91 8 40 13 0 61 23 51 5 0 79 354 07:45 AM 3 125 13 0 141 16 66 6 0 88 5 60 26 0 91 27 47 2 0 76 396 08:00 AM 7 126 5 0 138 7 45 7 0 59 5 51 17 0 73 17 35 2 0 54 324 08:15 AM 7 117 2 0 126 10 33 4 0 47 5 50 19 0 74 31 46 2 0 79 326

Total Volume 19 483 26 0 528 46 217 22 0 285 23 201 75 0 299 98 179 11 0 288 1400

86.7 13

13.3

76.1 7.7 0 .743 .786 .000 .783 202 20 0 267

93.1 90.9 0 93.7 15 2 0 18

6.9 9.1 0 6.3

67.2 25.1 0 .838 .721 .000 .821 179 67 0 268

89.1 89.3 0 89.6 22 8 0 31

10.9 10.7 0 10.4

62.2 3.8 0 .877 .550 .000 .911 173 11 0 269

96.6 100 0 93.4 6 0 0 19

3.4 0 0 6.6

.884 1307 93.4

93 6.6

Commercial Street

Sum

mer

Str

eet S

umm

er Stree

t

Commercial Street

Right

18 1

19 Thru

462 21

483 Left

23 3

26 U-Turn

0 0 0

InOut Total 235 503 738 23 25 48

258 786528

Right

45146 T

hru

20215217

Left 20222 U-T

urn 000

Out

Total

In 218

267 485

10 18

28 228

513285

Left 67 8

75

Thru 179 22

201

Right 22 1

23

U-Turn 0 0 0

Out Total In

567 268 835 36 31 67

603 902299

Left 11 0 11

T

hru

173 6

179

Rig

ht85 13 98

U-T

urn 0 0 0

Tot

alO

ut

In

287

269

556

24

19

43

311

599

288

Peak Hour Begins at 07:30 AM

Cars Heavy Vehicles

Peak Hour Data

North

N/S: Commercial Street File Name : 165018 HH E/W: Summer Street Site Code : T0554 City, State: Lynn, MA Start Date : 4/7/2016 Client: TEC/ R. Brown Page No : 1







Total 24 298 20 1 46 264 17 0 29 316 112 0 90 180 26 0 1423

05:00 PM 05:15 PM 05:30 PM 05:45 PM

5 4 3 1

72 66 65 76

3 6 4 4

0 0 0 0

20 18 11

8

77 70 58 42

5 3 3 9

0 0 0 0

4 8 8 7

81 97 82 86

26 30 28 33

0 0 0 0

20 17 16 15

52 54 41 50

9 7 5 3

0 0 0 0

374 380 324 334

Total 13 279 17 0 57 247 20 0 27 346 117 0 68 197 24 0 1412


Total %

37 5.7 1.3

577 88.5 20.4

37 5.7 1.3

1 0.2

0

103 15.8

3.6

511 78.5

18

37 5.7 1.3

0 0 0

56 5.9

2

662 69.9 23.4

229 24.2

8.1

0 0 0

158 27

5.6

377 64.4 13.3

50 8.5 1.8

0 0 0

2835

Cars % Cars

37 100

551 95.5

36 97.3

1 100

103 100

501 98

34 91.9

0 0

56 100

643 97.1

221 96.5

0 0

149 94.3

368 97.6

50 100

0 0

2750 97


0 0

26 4.5

1 2.7

0 0

0 0

10 2

3 8.1

0 0

0 0

19 2.9

8 3.5

0 0

9 5.7

9 2.4

0 0

0 0

85 3








% Cars 100 96.5 100 100 96.9 Heavy Vehicles 0 10 0 0 10

% Heavy Vehicles 0 3.5 0 0 3.1

18.2 75.8 6.1 0 .788 .854 .750 .000 .850

63 257 19 0 339 100 97.7 90.5 0 97.7

0 6 2 0 8 0 2.3 9.5 0 2.3

5.2 71 23.9 0 .625 .864 .958 .000 .873

25 334 110 0 469 100 97.7 95.7 0 97.3

0 8 5 0 13 0 2.3 4.3 0 2.7

25.6 63.8 10.6 0 .909 .905 .825 .000 .940 .966

04:30 PM 4 72 5 1 82 13 46 7 0 66 10 99 29 0 138 22 38 10 0 70 356 04:45 PM 6 79 4 0 89 12 70 6 0 88 3 65 30 0 98 21 55 7 0 83 358 05:00 PM 5 72 3 0 80 20 77 5 0 102 4 81 26 0 111 20 52 9 0 81 374 05:15 PM 4 66 6 0 76 18 70 3 0 91 8 97 30 0 135 17 54 7 0 78 380

Total Volume 19 289 18 1 327 63 263 21 0 347 25 342 115 0 482 80 199 33 0 312 1468

76 195 33 0 304 1429 95.0 98.0 100 0 97.4 97.3

4 4 0 0 8 39 5.0 2.0 0 0 2.6 2.7







04:00 PM 7 67 7 0 12 73 2 0 9 71 25 0 23 40 4 0 340 04:15 PM 7 68 3 0 9 71 2 0 7 75 26 0 19 44 5 0 336 04:30 PM 4 68 5 1 13 45 6 0 10 95 25 0 19 36 10 0 337 04:45 PM 6 78 4 0 12 68 6 0 3 63 29 0 21 55 7 0 352

Total 24 281 19 1 46 257 16 0 29 304 105 0 82 175 26 0 1365

05:00 PM 05:15 PM 05:30 PM 05:45 PM

5 4 3 1

69 64 64 73

3 6 4 4

0 0 0 0

20 18 11

8

74 70 58 42

4 3 2 9

0 0 0 0

4 8 8 7

80 96 79 84

26 30 28 32

0 0 0 0

19 17 16 15

50 54 40 49

9 7 5 3

0 0 0 0

363 377 318 327

Total 13 270 17 0 57 244 18 0 27 339 116 0 67 193 24 0 1385

Grand Total 37 551 36 1 103 501 34 0 56 643 221 0 149 368 50 0 2750 Apprch % 5.9 88.2 5.8 0.2 16.1 78.5 5.3 0 6.1 69.9 24 0 26.3 64.9 8.8 0

Total % 1.3 20 1.3 0 3.7 18.2 1.2 0 2 23.4 8 0 5.4 13.4 1.8 0







% App. Total 6 88 5.7 0.3 18.6 75.8 5.6 0 5.3 71.2 23.5 0 25 64.1 10.9 0 PHF .792 .894 .750 .250 .901 .788 .868 .792 .000 .865 .625 .870 .917 .000 .875 .905 .886 .825 .000 .916 .948

04:30 PM 4 68 5 1 78 13 45 6 0 64 10 95 25 0 130 19 36 10 0 65 337 04:45 PM 6 78 4 0 88 12 68 6 0 86 3 63 29 0 95 21 55 7 0 83 352 05:00 PM 5 69 3 0 77 20 74 4 0 98 4 80 26 0 110 19 50 9 0 78 363 05:15 PM 4 64 6 0 74 18 70 3 0 91 8 96 30 0 134 17 54 7 0 78 377

Total Volume 19 279 18 1 317 63 257 19 0 339 25 334 110 0 469 76 195 33 0 304 1429







04:00 PM 0 7 1 0 0 1 0 0 0 1 1 0 2 0 0 0 13 04:15 PM 0 5 0 0 0 3 0 0 0 5 1 0 3 3 0 0 20 04:30 PM 0 4 0 0 0 1 1 0 0 4 4 0 3 2 0 0 19 04:45 PM 0 1 0 0 0 2 0 0 0 2 1 0 0 0 0 0 6

Total 0 17 1 0 0 7 1 0 0 12 7 0 8 5 0 0 58

05:00 PM 05:15 PM 05:30 PM 05:45 PM

0 0 0 0

3 2 1 3

0 0 0 0

0 0 0 0

0 0 0 0

3 0 0 0

1 0 1 0

0 0 0 0

0 0 0 0

1 1 3 2

0 0 0 1

0 0 0 0

1 0 0 0

2 0 1 1

0 0 0 0

0 0 0 0

11 3 6 7

Total 0 9 0 0 0 3 2 0 0 7 1 0 1 4 0 0 27

Grand Total 0 26 1 0 0 10 3 0 0 19 8 0 9 9 0 0 85 Apprch % 0 96.3 3.7 0 0 76.9 23.1 0 0 70.4 29.6 0 50 50 0 0

Total % 0 30.6 1.2 0 0 11.8 3.5 0 0 22.4 9.4 0 10.6 10.6 0 0







% App. Total 0 94.4 5.6 0 0 87.5 12.5 0 0 63.2 36.8 0 61.5 38.5 0 0 PHF .000 .607 .250 .000 .563 .000 .583 .250 .000 .667 .000 .600 .438 .000 .594 .667 .417 .000 .000 .542 .725

04:00 PM 0 7 1 0 8 0 1 0 0 1 0 1 1 0 2 2 0 0 0 2 13 04:15 PM 0 5 0 0 5 0 3 0 0 3 0 5 1 0 6 3 3 0 0 6 20 04:30 PM 0 4 0 0 4 0 1 1 0 2 0 4 4 0 8 3 2 0 0 5 19 04:45 PM 0 1 0 0 1 0 2 0 0 2 0 2 1 0 3 0 0 0 0 0 6

Total Volume 0 17 1 0 18 0 7 1 0 8 0 12 7 0 19 8 5 0 0 13 58







Start Time


04:00 PM 0 0 0 2 2 0 0 0 1 1 0 0 0 1 0 0 0 0 0 1 8 04:15 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 5 04:30 PM 0 0 0 4 2 0 0 0 1 2 0 0 0 1 0 0 0 0 1 0 11 04:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3

Total 0 0 0 8 5 0 0 0 2 3 0 0 0 3 1 0 0 0 3 2 27

05:00 PM 05:15 PM 05:30 PM 05:45 PM

0 0 0 0

0 0 0 0

0 0 0 0

1 2 1 1

4 2 3 5

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 2

0 2 2 0

0 0 0 0

0 0 0 0

0 0 0 0

0 1 0 0

0 0 0 2

0 0 0 0

0 0 0 0

0 0 0 0

1 1 1 4

1 0 1 1

7 8 8

15 Total 0 0 0 5 14 0 0 0 2 4 0 0 0 1 2 0 0 0 7 3 38

Grand Total 0 0 0 13 19 0 0 0 4 7 0 0 0 4 3 0 0 0 10 5 65 Apprch % 0 0 0 40.6 59.4 0 0 0 36.4 63.6 0 0 0 57.1 42.9 0 0 0 66.7 33.3

Total % 0 0 0 20 29.2 0 0 0 6.2 10.8 0 0 0 6.2 4.6 0 0 0 15.4 7.7



EB

Peds


SB

Peds


WB

Peds


NB

Peds




% App. Total 0 0 0 26.3 73.7 0 0 0 33.3 66.7 0 0 0 33.3 66.7 0 0 0 70 30 PHF .000 .000 .000 .625 .700 .792 .000 .000 .000 .250 .500 .750 .000 .000 .000 .250 .250 .375 .000 .000 .000 .438 .750 .500 .633













% Cars 100 96.5 100 100 96.9 Heavy Vehicles 0 10 0 0 10

% Heavy Vehicles 0 3.5 0 0 3.1

18.2 75.8 6.1 0 .788 .854 .750 .000 .850

63 257 19 0 339 100 97.7 90.5 0 97.7

0 6 2 0 8 0 2.3 9.5 0 2.3

5.2 71 23.9 0 .625 .864 .958 .000 .873

25 334 110 0 469 100 97.7 95.7 0 97.3

0 8 5 0 13 0 2.3 4.3 0 2.7

25.6 63.8 10.6 0 .909 .905 .825 .000 .940 .966

04:30 PM 4 72 5 1 82 13 46 7 0 66 10 99 29 0 138 22 38 10 0 70 356 04:45 PM 6 79 4 0 89 12 70 6 0 88 3 65 30 0 98 21 55 7 0 83 358 05:00 PM 5 72 3 0 80 20 77 5 0 102 4 81 26 0 111 20 52 9 0 81 374 05:15 PM 4 66 6 0 76 18 70 3 0 91 8 97 30 0 135 17 54 7 0 78 380

Total Volume 19 289 18 1 327 63 263 21 0 347 25 342 115 0 482 80 199 33 0 312 1468

76 195 33 0 304 1429 95.0 98.0 100 0 97.4 97.3

4 4 0 0 8 39 5.0 2.0 0 0 2.6 2.7

Commercial Street

Sum

mer

Str

eet S

umm

er Stree

t

Commercial Street

Right

19 0

19 Thru

279 10

289 Left

18 0

18 U-Turn

1 0 1


8 10 18 438 765327

Right

63063 T

hru

2576263

Left 19221 U-T

urn 000

Out

Total

In 238

339 577

4 8

12 242

589347

Left 110

5 115

Thru 334

8 342

Right 25 0

25

U-Turn 0 0 0

Out Total In

374 469 843 16 13 29

390 872482

Left 33 0 33

T

hru

195 4

199

Rig

ht76 4 80

U-T

urn 0 0 0

Tot

alO

ut

In

386

304

690

11

8 19

39

7 70

931

2

Peak Hour Begins at 04:30 PM

Cars Heavy Vehicles

Peak Hour Data

North

N/S: Commercial Street File Name : 165018 HHH E/W: Summer Street Site Code : T0554 City, State: Lynn, MA Start Date : 4/9/2016 Client: TEC/ R. Brown Page No : 1







Total 19 402 15 0 48 204 20 0 25 297 118 0 115 147 35 0 1445

12:00 PM 12:15 PM 12:30 PM 12:45 PM

9 3 5

10

90 89

105 107

4 8 3 7

0 0 0 0

9 13 12 20

49 53 51 41

6 3 5 6

0 0 0 0

6 9 5 4

78 97 86 86

36 41 38 21

0 0 0 0

32 37 40 23

39 44 38 42

3 2 7 5

0 0 0 0

361 399 395 372

Total 27 391 22 0 54 194 20 0 24 347 136 0 132 163 17 0 1527


Total %

46 5.3 1.5

793 90.5 26.7

37 4.2 1.2

0 0 0

102 18.9

3.4

398 73.7 13.4

40 7.4 1.3

0 0 0

49 5.2 1.6

644 68

21.7

254 26.8

8.5

0 0 0

247 40.6

8.3

310 50.9 10.4

52 8.5 1.7

0 0 0

2972

Cars % Cars

45 97.8

781 98.5

37 100

0 0

101 99

391 98.2

37 92.5

0 0

49 100

636 98.8

246 96.9

0 0

240 97.2

305 98.4

51 98.1

0 0

2919 98.2


1 2.2

12 1.5

0 0

0 0

1 1

7 1.8

3 7.5

0 0

0 0

8 1.2

8 3.1

0 0

7 2.8

5 1.6

1 1.9

0 0

53 1.8







% App. Total 4.6 91 4.4 0 PHF .528 .890 .563 .000 .909 Cars 18 367 18 0 403

% Cars 94.7 98.1 100 0 98.1 Heavy Vehicles 1 7 0 0 8

% Heavy Vehicles 5.3 1.9 0 0 1.9

17.6 75.3 7.2 0 .817 .921 .833 .000 .894

48 207 19 0 274 98.0 98.6 95.0 0 98.2

1 3 1 0 5 2.0 1.4 5.0 0 1.8

5.2 66.1 28.7 0 .750 .884 .909 .000 .883

27 340 145 0 512 100 99.1 97.3 0 98.7

0 3 4 0 7 0 0.9 2.7 0 1.3

41.3 52 6.7 0 .844 .867 .550 .000 .962 .962

11:45 AM 2 90 3 0 95 15 57 6 0 78 7 82 34 0 123 26 49 10 0 85 381 12:00 PM 9 90 4 0 103 9 49 6 0 64 6 78 36 0 120 32 39 3 0 74 361 12:15 PM 3 89 8 0 100 13 53 3 0 69 9 97 41 0 147 37 44 2 0 83 399 12:30 PM 5 105 3 0 113 12 51 5 0 68 5 86 38 0 129 40 38 7 0 85 395

Total Volume 19 374 18 0 411 49 210 20 0 279 27 343 149 0 519 135 170 22 0 327 1536

132 167 21 0 320 1509 97.8 98.2 95.5 0 97.9 98.2

3 3 1 0 7 27 2.2 1.8 4.5 0 2.1 1.8







11:00 AM 3 106 4 0 12 45 3 0 3 61 26 0 28 37 12 0 340 11:15 AM 8 97 3 0 9 42 3 0 9 71 24 0 27 34 5 0 332 11:30 AM 6 104 5 0 12 57 7 0 6 78 30 0 30 25 8 0 368 11:45 AM 2 90 3 0 14 56 6 0 7 81 33 0 26 49 9 0 376

Total 19 397 15 0 47 200 19 0 25 291 113 0 111 145 34 0 1416

12:00 PM 12:15 PM 12:30 PM 12:45 PM

9 3 4

10

89 87

101 107

4 8 3 7

0 0 0 0

9 13 12 20

49 53 49 40

5 3 5 5

0 0 0 0

6 9 5 4

77 97 85 86

35 41 36 21

0 0 0 0

30 36 40 23

39 41 38 42

3 2 7 5

0 0 0 0

355 393 385 370

Total 26 384 22 0 54 191 18 0 24 345 133 0 129 160 17 0 1503

Grand Total 45 781 37 0 101 391 37 0 49 636 246 0 240 305 51 0 2919 Apprch % 5.2 90.5 4.3 0 19.1 73.9 7 0 5.3 68.3 26.4 0 40.3 51.2 8.6 0

Total % 1.5 26.8 1.3 0 3.5 13.4 1.3 0 1.7 21.8 8.4 0 8.2 10.4 1.7 0







% App. Total 4.5 91.1 4.5 0 17.5 75.5 6.9 0 5.3 66.4 28.3 0 41.2 52.2 6.6 0 PHF .500 .908 .563 .000 .933 .857 .924 .792 .000 .901 .750 .876 .884 .000 .871 .825 .852 .583 .000 .941 .960

11:45 AM 2 90 3 0 95 14 56 6 0 76 7 81 33 0 121 26 49 9 0 84 376 12:00 PM 9 89 4 0 102 9 49 5 0 63 6 77 35 0 118 30 39 3 0 72 355 12:15 PM 3 87 8 0 98 13 53 3 0 69 9 97 41 0 147 36 41 2 0 79 393 12:30 PM 4 101 3 0 108 12 49 5 0 66 5 85 36 0 126 40 38 7 0 85 385

Total Volume 18 367 18 0 403 48 207 19 0 274 27 340 145 0 512 132 167 21 0 320 1509







11:00 AM 0 3 0 0 0 1 0 0 0 1 1 0 1 1 0 0 8 11:15 AM 0 2 0 0 0 0 0 0 0 2 0 0 2 1 0 0 7 11:30 AM 0 0 0 0 0 2 1 0 0 2 3 0 1 0 0 0 9 11:45 AM 0 0 0 0 1 1 0 0 0 1 1 0 0 0 1 0 5

Total 0 5 0 0 1 4 1 0 0 6 5 0 4 2 1 0 29

12:00 PM 12:15 PM 12:30 PM 12:45 PM

0 0 1 0

1 2 4 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 2 1

1 0 0 1

0 0 0 0

0 0 0 0

1 0 1 0

1 0 2 0

0 0 0 0

2 1 0 0

0 3 0 0

0 0 0 0

0 0 0 0

6 6

10 2

Total 1 7 0 0 0 3 2 0 0 2 3 0 3 3 0 0 24

Grand Total 1 12 0 0 1 7 3 0 0 8 8 0 7 5 1 0 53 Apprch % 7.7 92.3 0 0 9.1 63.6 27.3 0 0 50 50 0 53.8 38.5 7.7 0

Total % 1.9 22.6 0 0 1.9 13.2 5.7 0 0 15.1 15.1 0 13.2 9.4 1.9 0







% App. Total 0 100 0 0 16.7 66.7 16.7 0 0 54.5 45.5 0 57.1 28.6 14.3 0 PHF .000 .417 .000 .000 .417 .250 .500 .250 .000 .500 .000 .750 .417 .000 .550 .500 .500 .250 .000 .583 .806

11:00 AM 0 3 0 0 3 0 1 0 0 1 0 1 1 0 2 1 1 0 0 2 8 11:15 AM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 2 1 0 0 3 7 11:30 AM 0 0 0 0 0 0 2 1 0 3 0 2 3 0 5 1 0 0 0 1 9 11:45 AM 0 0 0 0 0 1 1 0 0 2 0 1 1 0 2 0 0 1 0 1 5

Total Volume 0 5 0 0 5 1 4 1 0 6 0 6 5 0 11 4 2 1 0 7 29







Start Time


11:00 AM 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 3 2 8 11:15 AM 0 0 0 1 4 0 0 0 0 2 0 0 0 0 0 0 0 0 1 1 9 11:30 AM 0 0 0 6 8 0 0 0 4 8 0 0 0 0 0 1 0 0 3 5 35 11:45 AM 0 0 0 3 6 0 0 0 2 3 0 0 0 0 0 0 0 0 0 1 15

Total 0 0 0 10 20 0 0 0 6 14 0 0 0 0 0 1 0 0 7 9 67

12:00 PM 12:15 PM 12:30 PM 12:45 PM

0 0 0 0

0 0 0 0

0 0 0 0

0 1 0 5

4 2 5 8

0 0 0 0

0 0 0 0

0 0 0 0

7 0 0 0

1 1 1 3

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

1 0 0 1

0 0 0 0

0 0 0 0

0 0 0 0

0 4 3 6

3 1 3 2

16 9

12 25

Total 0 0 0 6 19 0 0 0 7 6 0 0 0 0 2 0 0 0 13 9 62

Grand Total 0 0 0 16 39 0 0 0 13 20 0 0 0 0 2 1 0 0 20 18 129 Apprch % 0 0 0 29.1 70.9 0 0 0 39.4 60.6 0 0 0 0 100 2.6 0 0 51.3 46.2

Total % 0 0 0 12.4 30.2 0 0 0 10.1 15.5 0 0 0 0 1.6 0.8 0 0 15.5 14



EB

Peds


SB

Peds


WB

Peds


NB

Peds




% App. Total 0 0 0 31.2 68.8 0 0 0 48.1 51.9 0 0 0 0 100 6.7 0 0 26.7 66.7 PHF .000 .000 .000 .417 .688 .571 .000 .000 .000 .464 .438 .563 .000 .000 .000 .000 .250 .250 .250 .000 .000 .333 .500 .417 .536

11:15 AM 0 0 0 1 4 5 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 1 1 2 9 11:30 AM 0 0 0 6 8 14 0 0 0 4 8 12 0 0 0 0 0 0 1 0 0 3 5 9 35 11:45 AM 0 0 0 3 6 9 0 0 0 2 3 5 0 0 0 0 0 0 0 0 0 0 1 1 15 12:00 PM 0 0 0 0 4 4 0 0 0 7 1 8 0 0 0 0 1 1 0 0 0 0 3 3 16 Total Volume 0 0 0 10 22 32 0 0 0 13 14 27 0 0 0 0 1 1 1 0 0 4 10 15 75











% App. Total 4.6 91 4.4 0 PHF .528 .890 .563 .000 .909 Cars 18 367 18 0 403

% Cars 94.7 98.1 100 0 98.1 Heavy Vehicles 1 7 0 0 8

% Heavy Vehicles 5.3 1.9 0 0 1.9

17.6 75.3 7.2 0 .817 .921 .833 .000 .894

48 207 19 0 274 98.0 98.6 95.0 0 98.2

1 3 1 0 5 2.0 1.4 5.0 0 1.8

5.2 66.1 28.7 0 .750 .884 .909 .000 .883

27 340 145 0 512 100 99.1 97.3 0 98.7

0 3 4 0 7 0 0.9 2.7 0 1.3

41.3 52 6.7 0 .844 .867 .550 .000 .962 .962

11:45 AM 2 90 3 0 95 15 57 6 0 78 7 82 34 0 123 26 49 10 0 85 381 12:00 PM 9 90 4 0 103 9 49 6 0 64 6 78 36 0 120 32 39 3 0 74 361 12:15 PM 3 89 8 0 100 13 53 3 0 69 9 97 41 0 147 37 44 2 0 83 399 12:30 PM 5 105 3 0 113 12 51 5 0 68 5 86 38 0 129 40 38 7 0 85 395

Total Volume 19 374 18 0 411 49 210 20 0 279 27 343 149 0 519 135 170 22 0 327 1536

132 167 21 0 320 1509 97.8 98.2 95.5 0 97.9 98.2

3 3 1 0 7 27 2.2 1.8 4.5 0 2.1 1.8

Commercial Street

Sum

mer

Str

eet S

umm

er Stree

t

Commercial Street

Right

18 1

19 Thru

367 7

374 Left

18 0

18 U-Turn

0 0 0


5 8 13 414 825411

Right

48149 T

hru

2073210

Left 19120 U-T

urn 000

Out

Total

In 212

274 486

3 5

8 215

494279

Left 145

4 149

Thru 340

3 343

Right 27 0

27

U-Turn 0 0 0

Out Total In

518 512 1030 11 7 18

529 1048519

Left 21 1 22

T

hru

167 3

170

Rig

ht

132 3

135

U-T

urn 0 0 0

Tot

alO

ut

In

370

320

690

8 7

15

378

705

327

Peak Hour Begins at 11:45 AM

Cars Heavy Vehicles

Peak Hour Data

North

Appendix E. Road Safety Audit 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.

ROAD SAFETY AUDIT - Welcome to MassDOT · Road Safety Audit – Commercial Street (Lynnway to...

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Transcript of ROAD SAFETY AUDIT - Welcome to MassDOT · Road Safety Audit – Commercial Street (Lynnway to...