ROAD SAFETY AUDIT Marston Street at Ferry Street/Commonwealth Drive City of Lawrence

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ROAD SAFETY AUDIT

Marston Street at Ferry Street/Commonwealth Drive

City of Lawrence

September 2015

Prepared For:

MassDOT

Prepared By:

McMahon Associates, Inc.

300 Myles Standish Blvd. Suite 201

Taunton, MA 02780

Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

FINAL

Table of Contents

Background ................................................................................................................................. 1

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

Project Location and Description .............................................................................................. 2

Road Safety Audit Observations and Potential Improvements .............................................. 4

Recommendations ....................................................................................................................... 8

List of Appendices

Appendix A.

RSA Meeting Agenda

Appendix B.

RSA Audit Team Contact List

Appendix C.

Detailed Crash Data

List of Figures

Figure 1: Location Map ............................................................................................................................. 3

List of Tables

Table 1.

Participating Audit Team Members ....................................................................................... 1

Table 2.

Estimated Time Frame and Costs Breakdown ....................................................................... 8

Table 3.

Potential Safety Enhancement Summary ............................................................................... 9

Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

FINAL

Background

A Road Safety Audit (RSA) is the formal safety examination of an existing or future road or intersection by an independent, multidisciplinary team. The purpose of an RSA is to identify potential safety issues and possible opportunities for safety improvements considering all roadway users. This RSA evaluates the intersection of Marston Street, Ferry Street, and Commonwealth Drive in Lawrence, MA.

A safety audit was scheduled for this intersection as part of the required MassDOT design process for this location, as part of a redesign of Marston Street. The proposed design project calls for improvements at the intersection of Marston Street at Ferry Street and Commonwealth Drive, which was identified as

Highway Safety Improvement Program (HSIP) high-crash intersection from 2010-2012.

A key objective of the RSA is to identify short and long-term safety improvements that can be made at the subject intersection.

Project Data

A Road Safety Audit was completed for the intersection of Marston Street, Ferry Street, and

Commonwealth Drive in the City of Lawrence on August 7, 2015. The agenda for the RSA meeting held at Lawrence Office of Planning and Development is provided in Appendix A of this report. As shown below in Table 1, the audit team consisted of a multidisciplinary team with representatives from state, regional and local agencies providing expertise in the engineering, planning, maintenance and emergency response fields. Contact information for the RSA attendees is provided in Appendix B of this report.

Table 1. Participating Audit Team Members

Audit Team Member

John Mastera

David Posner

Nick Renaud

Derek Caldwell

Sara Timoner

Theresa Park

Elecia Miller

Brian Moriarty

Jay Cerullo

Jim Terlizzi

Promise Otaluka

Tyler Whetstone

Agency/Affiliation

MassDOT – Highway Safety

MassDOT –Traffic

MassDOT – District 4 Traffic

MassDOT – District 4 Traffic

MassDOT – District 4 Traffic

City of Lawrence Planning Department

City of Lawrence – Mayor’s Health Task Force

Lawrence Fire Department

Lawrence Police Department

Merrimack Valley Planning Commission

Federal Highway Administration

McMahon Associates

Phil Viveiros McMahon Associates

Within the email invitation sent on July 22, 2015 to each participant in the RSA, background material was provided. This information included collision diagrams and crash data summaries. During the RSA meeting, these materials were reviewed as a group before the team discussed potential safety issues and solutions for the intersection.

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Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

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Project Location and Description

Study Area Roadways

As shown in Figure 1, Marston Street is a two-lane roadway that runs in the north-south direction from

Interstate 495 to East Haverhill Street. Marston Street has a speed limit of 30 miles per hour in both directions at the intersection with Ferry Street and Commonwealth Drive. Marston Street provides access to Parthum Middle School (north of the intersection) and Lorenz Park (north of the intersection). Marston

Street is classified as an urban minor arterial under MassDOT jurisdiction in the vicinity of and south of the intersection; approximately 350 feet north of the intersection, Marston Street is under City of

Lawrence jurisdiction. Within the vicinity of the study area intersection, the Marston Street northbound approach is approximately 46 feet wide with a 13-foot through lane in each direction, three to four-foot shoulders on each side of the road, and seven-foot sidewalks on either side of the roadway. The southbound approach is approximately 38 feet wide with a 17-foot through lane in each direction, and no shoulders or sidewalks.

Ferry Street is a two-lane road classified as an urban collector under City of Lawrence jurisdiction that runs generally in an east-west direction through Lawrence. Ferry Street has a single 17-foot travel lane in each direction. Ferry Street terminates at Marston Street under Stop control. There are 7-foot wide sidewalks on either side of Ferry Street.

Commonwealth Drive is an unclassified road under MassDOT jurisdiction that generally runs in an eastwest direction and provides access to and from I-495 to the south; MassDOT representatives noted during the audit meeting that the extents of MassDOT’s layout also include a portion of the Commonwealth

Motors site at the northeast corner of the intersection. Commonwealth Drive is a three-lane roadway with a width of 46 feet at its intersection with Marston Street. There are two 13-foot westbound lanes at the intersection, and one 13-foot eastbound lane. There are four-foot shoulders on either side of the road and there are six-foot sidewalks running along either side the roadway.

Study Area Intersection

The intersection of Marston Street, Ferry Street, and Commonwealth Drive is a four-legged, two-way stop controlled intersection. The westbound approach consists of a shared through-left lane and a dedicated right turn lane. The eastbound, southbound and northbound approaches each consist of a single multi-use lane. There are flashing beacon heads for each approach mounted on a mast arm that stretches from the southwest corner of the intersection. The eastbound and westbound approaches each have a posted Stop sign, supplemented by an overhead red flashing beacon. The northbound and southbound approaches are controlled by an overhead flashing yellow beacon. There are pedestrian crosswalks at the intersection running across Ferry Street, Commonwealth Drive, and Marston Street at the southern leg of the intersection. There are no pedestrian signals present at the study area intersection.

Crash Data

Crash data was received from the Lawrence Police Department and the Massachusetts State Police for the five years between 2010 and 2014. Based on this data, there were a total of 53 crashes reported at the intersection of Marston Street, Ferry Street, and Commonwealth Drive. Of the crashes that occurred, 41

(77%) were angle collisions, 17 of which involved a collision between westbound and northbound motorists. Additionally, there were two sideswipe crashes, four rear-end crashes, one single vehicle crash, and four head-on crashes reported at the intersection. Of the 53 reported crashes, 29 resulted in personal injury; no fatalities were reported at the intersection.

Detailed crash diagrams are provided in Appendix C.

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Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

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Road Safety Audit Observations and Potential

Improvements

During the RSA meeting, a brief introduction of the RSA process and a summary of the study area and crash information were presented to the audit participants. Following this brief presentation, the members of the audit team were asked to discuss the existing issues that may affect safety at the intersection of

Marston Street, Ferry Street, and Commonwealth Drive. Provided below is a list of the safety concerns that were identified during the RSA along with potential enhancements that address these concerns.

Safety Issue #1: Angle Crashes

Observations:

As the RSA team looked over the provided crash data, it was evident that angle crashes were the most common crash type at the intersection during the five-year study period. A majority of these angle crashes involved a northbound vehicle colliding with a westbound vehicle. The RSA team members who were familiar with the intersection stated that many of these accidents were caused by high speeds, high traffic volumes, long queues on Commonwealth Drive, and motorists not yielding to the right of way. The team also noticed that the location of the Commonwealth Drive westbound stop sign is offset far to the right, making it less visible to motorists approaching the intersection. The team also determined that a sight distance issue may have a role in causing many of these accidents. It was also noted by members of the

RSA that there may be plenty of state right-of-way to accommodate a number of potential enhancements at this intersection.

Enhancements:

Continue existing speed limit enforcement measures along Marston Street.

Evaluate reducing the curb radii at the Commonwealth Drive westbound approach to create a preferable Stop sign location.

Consider narrowing roadway and lane widths for better Stop sign position.

Evaluate reconfiguring the Marston Street median south of the intersection (including the I-495

SB off ramp merge) to slow down traffic coming from Marston Street and I-495 South.

Evaluate the location and condition of speed limit signs, and consider installing advanced speed limit signage.

Evaluate the feasibility of installing a traffic signal at the intersection to reduce the amount of angle crashes.

Evaluate the feasibility of building a mini or full roundabout at the intersection to reduce the amount of angle crashes.

Evaluate reconfiguring the Commonwealth Drive westbound approach to add a channelized right turn lane with a dedicated receiving lane.

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Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

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Safety Issue #2: Sight Distance

Observations:

One of the issues discussed during the RSA meeting was sight distance, which was believed to be a contributing factor to crashes at the intersection.

Most of these crashes were angle crashes caused by vehicles entering the intersection from

Commonwealth Drive and Ferry Street. Sight distance at the intersection of Marston Street, Ferry

Street and Commonwealth Drive is limited at the eastbound and westbound approaches to the intersection. During the RSA meeting, participants described the difficulties looking up and down

Marston Street from either side of the intersection.

The sight distance on Commonwealth Drive looking

Sight Distance on Commonwealth Drive looking left left (to the south) is impeded by a guardrail, utility pole, the vertical curvature of the roadway, and the setback of the stop line. The sight distance looking right at Commonwealth Drive (to the north) is blocked by parked vehicles alongside Marston Street at the adjacent Commonwealth Motors car dealership. Motorists also have difficulty looking left down Marston

Street from the Commonwealth Drive right-turn only lane because of vehicles in the left-through lane potentially blocking their sight lines. From the Ferry Street eastbound approach, sight distance to the right is impeded by the vertical mast arm shaft, the curvature of the roadway, and overgrown vegetation on the westerly side of Marston Street. From the Marston Street northbound approach, there have been complaints that the intersection comes up quickly for drivers coming from I-495 due to the vertical curvature of Marston Street obstructing the view of the intersection, and the lack of warning signs in advance of the intersection.

Enhancements:

Evaluate measures to lower the vertical curve on Marston Street, south of the study area intersection.

Clear the vegetation along Marston Street at the southwest corner of the intersection.

Evaluate potential sight distance remedies outside the Marston Street right-of-way to improve sight distance.

Consider installing advance intersection warnings signs, possibly with LED flashing lights on

Marston Street northbound.

Consider coordinating with Commonwealth Motors to move their vehicles further away from the roadway.

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Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

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Safety Issue #3: Pedestrian Accommodations

Observations:

The intersection of Marston Street, Ferry Street, and Commonwealth Drive currently has three crosswalks around the intersection, and sidewalks alongside three approaches to the intersection; however, the crosswalk markings are very faded. RSA participants noticed that the ramps around the intersection do not have tactile warning pads, and that the dimensions and grading of the ramps may not meet ADA compliance. Marston Street north of the intersection is currently the only approach that does not have sidewalks, and there is a visible path in the grassed area alongside the road that pedestrians currently use to travel. RSA participants familiar with the intersection also mentioned that many pedestrians (particularly students) walk north up East Pleasant Street (west of the intersection) in order to avoid walking up Marston Street because of the lack of sidewalks.

Enhancements:

Evaluate adding sidewalks north of the

Marston Street southbound approach looking north intersection through either the Highway Safety Improvement Program or the Safe Routes to

School Program.

Evaluate adding tactile warning pads and reconstructing ramps to meet ADA requirements.

If traffic signal installation is warranted, evaluate installation of pedestrian signals.

Safety Issue #4: Roadway Conditions

Observations:

Audit team members discussed the issue of pavement markings in and around the intersection. The members all agreed that the white edge lines, double yellow center lines, and stop bars were very faded, and could be contributing factors to the high crash rate at the intersection. Because of the faded stop bars, motorists are stopping at various locations for the stop signs. There are also three crosswalks around the intersection that are barely visible, in an area where there is pedestrian activity.

Enhancements:

Restripe the intersection, including the crosswalks, edge lines, lane lines, and

Faded pavement markings at northbound approach to intersection stop bars.

Evaluate multimodal striping accommodations within the intersection as part of potential future improvements along Marston Street.

Change the white edge line location to create narrower, more defined lanes.

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Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

FINAL

Safety Issue #5: Beacons

Observations:

The RSA team pointed out that the location of the flashing beacons are not ideal for motorists approaching the intersection. The angle at which the mast arm extends out into the intersection makes it difficult for northbound drivers to see the overhead beacon before they get very close to the intersection. This issue may be causing motorists to not realize that there is an intersection ahead, resulting in the high number of angle crashes. It was also noted by the RSA team that there were broken back plates in some of the flashing beacons.

View looking northbound on Marston Street of misaligned flashing beacon indications

Enhancements:

Consider possibility of realigning mast arm for improved beacon visibility.

Replace broken back plates.

Safety Issue #6: Bicycle Accommodation

Observations:

The RSA team discussed the lack of bicycle accommodations at the existing intersection. Audit participants indicated that, while there are currently very low bicycle volumes in this area, the City of

Lawrence has plans to build a park on Marston Street which may increase the need for providing bicycle facilities at the intersection.

Enhancements:

Evaluate the feasibility of installing a buffered bicycle lane or bicycle-tolerant shoulder

If a traffic signal is to be installed, appropriate bicycle accommodations should be provided.

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Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

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Recommendations

After discussing the various safety deficiencies within the study area, participants discussed potential solutions. The audit participants were encouraged to consider both short and long-term improvements for each of the existing safety issues. Each improvement considered has been categorized as short-term, midterm, or long-term based on the definitions shown in Table 2. Additionally, a cost category has been assigned to each improvement based on the parameters set forth in Table 2.

Table 2. Estimated Time Frame and Costs Breakdown

Time Frame Costs

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

Mid-Term

Long-Term

1-3 Years

>3 Years

Medium

High

$10,001-$50,000

>$50,000

Summary of Road Safety Audit

A summary of the potential recommendations discussed by the RSA audit team are summarized in Table

3. The recommendations are summarized based on the potential safety payoff, time frame, approximate cost and responsible agency. The safety payoff is a subjective judgment of the potential effectiveness of the safety recommendations listed below.

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Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

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Table 3. Potential Safety Enhancement Summary

Safety Issue Potential Safety Enhancement

Safety

Payoff

Time Frame Cost

Angle Crashes

Angle Crashes

Angle Crashes

Angle Crashes

Angle Crashes

Angle Crashes

Angle Crashes

Angle Crashes

Sight Distance

Sight Distance

Sight Distance

Sight Distance

Responsible

Agency

Marston Street at Ferry Street/Commonwealth Drive

Continue existing speed limit enforcement measures

Low Mid-Term Medium City of Lawrence

Evaluate reducing curb radii at Commonwealth

Drive westbound approach to create a preferable stop sign location

Low Long-Term High MassDOT

Consider narrowing roadway and lane widths for better stop sign positon

Evaluate reconfiguring the Marston Street median south of the intersection (including the I-

495 SB off ramp merge) to slow down traffic coming from Marston Street and I-495 South.

Evaluate location and condition of speed limit sign, and consider advanced speed limit signage

Low

Medium

Mid-Term Medium

Long-Term

Medium Short-Term

High

Low

Evaluate the feasibility of installing a traffic signal

Evaluate the feasibility of building a mini or full roundabout

Evaluate reconfiguring the Commonwealth

Drive westbound approach to add a channelized right turn lane with a dedicated receiving lane

Evaluate measures to lower the vertical curve on Marston Street, south of the intersection

Clear the vegetation along Marston Street south of the intersection

Evaluate potential sight distance remedies outside the Marston Street right-of-way

Consider installing advanced intersection warning signs, possibly with LED flashing lights on Marston Street northbound

High

High

High

High

High

Medium

Long-Term

Long-Term

Long-Term

Long-Term

Short-Term

Long-Term

Medium Short-Term

High

High

High

High

Low

High

Low

MassDOT

MassDOT

MassDOT

MassDOT

MassDOT

MassDOT

MassDOT

MassDOT

MassDOT/City of

Lawrence

MassDOT

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Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

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Safety Issue Potential Safety Enhancement

Safety

Payoff

Sight Distance

Pedestrian

Accommodations

Time Frame

Consider coordinating with Commonwealth

Motors to move their vehicles further away from Medium Short-Term the roadway

Evaluate adding sidewalks north of the intersection

Medium Mid-Term

Cost

Low

High

Pedestrian

Accommodations

Evaluate adding tactile warning pads and reconstructing ramps to meet ADA requirements

Low Mid-Term High

Pedestrian

Accommodations

Roadway Conditions

Roadway Conditions

Roadway Conditions

Beacons

Beacons

Evaluate installation of pedestrian signals (if traffic signal installation is warranted)

Restripe the intersection, including the crosswalks, edge lines, lane lines, and stop bars

Evaluate multimodal striping accommodations

Change the white edge line location to create narrower, more defined lanes

Consider possibility of realigning mast arm

Replace broken back plates

Medium

Medium

Long-Term Medium

Medium Short-Term Low

Mid-Term Medium

Medium Short-Term Medium

Low Mid-Term Medium

Medium Short-Term Low

Bicycle Accommodations

Evaluate the feasibility of installing a buffer bicycle lane.

Low Mid-Term Low

Responsible

Agency

MassDOT/

Property Owners

MassDOT/City of

Lawrence

MassDOT

MassDOT

MassDOT

MassDOT

MassDOT

MassDOT

MassDOT

MassDOT

Bicycle Accommodations

If a traffic signal is to be installed, appropriate bicycle accommodations should be provided.

Low Long-Term Medium MassDOT

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Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

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Appendix A. RSA Meeting Agenda

Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

FINAL

Appendix B. RSA Audit Team Contact List

Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

FINAL

Participating Audit Team Members

Date:

Audit Team

Members

John Mastera

David Posner

Nick Renaud

Derek Caldwell

Sara Timoner

Brian Moriarty

Jay Cerullo

Phil Viveiros

August 7, 2015

Theresa Park

Elecia Miller

Jim Terlizzi

Promise Otaluka

Tyler Whetstone

Location: Lawrence Community Development Office,

Lawrence, MA

Agency/ Affiliation Email Address

MassDOT – Highway Safety John.Mastera@state.ma.us

MassDOT –Traffic David.Posner@state.ma.us

MassDOT – District 4 Traffic Nicholas.Renaud@dot.state.ma.us

MassDOT – District 4 Traffic Derek.Caldwell@state.ma.us

MassDOT – District 4 Traffic Sara.Timoner@state.ma.us

City of Lawrence Planning Tpark@cityoflawrence.com

Department

Phone

Number

857-368-9648

617-866-0725

978-857-1702

781-641-8318

781-641-8435

978-620-3501

City of Lawrence – Mayor’s Emiller@cityoflawrence.com

Health Task Force

Lawrence Fire Department

Lawrence Police Department

McMahon Associates

Bmoriarty@cityoflawrence.com

Jcerullo@lawpd.com

978-620-3527

978-382-1982

978-794-5900

Merrimack Valley Planning jterrlizzi@mvpc.org

Commission

Federal Highway

Administration

Promise.Otaluka@DOT.gov

McMahon Associates

978-374-0579

617-494-2528 twhetstone@mcmahonassociates.com

508-823-2245 pviveiros@mcmahonassociates.com

508-823-2245

Road Safety Audit—Marston Street at Ferry Street/Commonwealth Drive- Lawrence, MA

Prepared by McMahon Associates, Inc.

FINAL

Appendix C.

Detailed Crash Data

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