MEMORANDUM

DATE       December 6, 2012

TO           Boston Region Metropolitan Planning Organization

FROM      Mark Abbott and Christine Bettin

MPO Staff

RE            Safe Access to Transit for Pedestrians and Bicyclists: Braintree Station

Introduction

Braintree Station, located at 197 Ivory Street, in Braintree, was selected to be included in the Boston Region Metropolitan Planning Organization (MPO) Safe Access to Transit for Pedestrians and Bicyclists Study. This study examines nonmotorized accessibility issues related to Braintree Station and identifies short- and long-term measures that can significantly improve pedestrian and bicyclist access to the Massachusetts Bay Transportation Authority (MBTA) system. Braintree Station was selected based on the following factors:

Transportation Context

Braintree Station is the southern terminus of the MBTA Red Line heavy rail line. Braintree Station was constructed in 1980 as part of a concept to extend the existing transit lines into the expanding suburbs and have suburban commuters drive to and park at convenient rapid transit stations. This concept has proven to be successful, since parking at Braintree Station has a 99% utilization rate. Overflow illegal parking for Braintree Station is occurring in the shopping center parking lots south of the station, as well as in the residential neighborhood located west of Braintree Station, which is a concern of both town officials and local businesses.

To the east of Braintree Station, there are access ramps to Route 3/Pilgrims Highway via a large roundabout. Route 3/Pilgrims Highway connects to Interstate 93 to the north.3 The Red Line shares the MBTA rail corridor with the Kingston/Plymouth commuter rail line. There is a stop for this commuter rail line at Braintree Station. Other public transportation services provided at Braintree Station include MBTA bus Routes 230 and 236. Route 230 provides service between the town of Holbrook and the MBTA’s Quincy Center Station. Route 230 travels along Washington Street, which parallels the Red Line rail corridor to the east. Route 236 provides service between the South Shore Plaza Shopping Center and the MBTA’s Quincy Center Station. Route 236 travels along Ivory Street, which parallels the Red Line rail corridor to the west. The average weekday boardings and alightings for these bus routes at Braintree Station are provided in Table 1.4 Maps for Route 230 and Route 236 are provided in the Appendix.


 

Table 1
Average Weekday Boardings and
Alightings at Braintree Station

 

Inbound

Outbound

Bus Route

On

Off

On

Off

230

56

284

258

84

236

22

66

71

25

 

 

There are three major shopping centers owned by Messina Enterprises that lie to the south of Braintree Station. The shopping centers, primarily consisting of big box retailers, are bordered to the west by the rail corridor. Harvard Vanguard Medical Associates, a large employer in the area, is also located to the north of Braintree Station. Jonathans Landing, a recently constructed housing development with approximately 700 owner-occupied units, is located on the east side of John W. Mahar Highway, south of Ivory and Pearl streets. There is a town-owned solid waste transfer station along the east side of Ivory Street, between Union and Pearl streets. There are several public buildings located along Washington Street near Union Street, including the Town Hall, a public library, a fire station, and French’s Common, which is a public park. The town center is located at the intersection of Washington and Pearl streets, which is a little over a half mile from Braintree Station. There are two schools located within a half mile of Braintree Station; Thayer Academy, with 681 students, and St. Francis Assisi, with 350 students.

Intersection Safety

Identifying Problem Intersections

Records available to Boston Region MPO staff show that there have been a total of 16 crashes involving a bicycle or pedestrian from 2005 to 2009 within one mile of Braintree Station (Table 2).5 Figure 1 illustrates the locations of the bicycle and pedestrian crashes in proximity to Braintree Station, as well as showing the roadways in the vicinity.

Based on their crash data and proximity to Braintree Station, the four major intersections closest to Braintree Station were selected for further analysis. The majority of pedestrians and bicyclists accessing Braintree Station travel through at least one of these intersections. The intersections on Ivory Street south of Braintree Station at the two access driveways for the shopping center were also selected for further analysis, since there was one pedestrian crash at each of these locations. The selected intersections, depicted in Figure 2, are:

  1. Ivory Street and Union Street – 62 crashes total, including one involving a pedestrian
  2. Ivory Street (south of Braintree Station) – 2 crashes involving a pedestrian
  3. Ivory Street and Pearl Street – 47 crashes total, including one involving a pedestrian
  4. Hancock Street, Pearl Street, and Washington Street – 24 crashes total, including three involving pedestrians
  5. Union Street and Washington Street – 19 crashes total, including one involving a pedestrian

Table 2
Intersections within One Mile of Braintree Station with
Pedestrian or Bicycle Crashes from 2005 to 2009

Intersection

City/Town

Vehicle Crashes

Pedestrian Crashes

Bicycle Crashes

Total Crashes

Ivory Street/Union Street

Braintree

      62

1

0

      63

Ivory Street (south of station)

Braintree

        0

2

0

        2

Ivory Street/ Pearl Street

Braintree

      47

1

0

      42

Hancock Street/Pearl Street/Washington Street

Braintree

      24

3

0

      27

960 Washington Street

Braintree

            0

2

0

        2

Summer Street at Washington Street

Braintree

        4

1

0

        5

Union Street/Washington Street

Braintree

      19

1

0

      20

Hobart Avenue/Washington Street

Braintree

        3

1

1

        5

Gilbert L. Bean Drive/Washington Street

Braintree

        9

0

1

      10

Franklin Street/Safford Street

Braintree

        8

1

0

        9

Union Street/Williams Court

Braintree

        2

1

0

        2

Figure 1 – Bike and Pedestrian Crashes within One Mile of Braintree Station Figure 1 is an aerial photo that shows the locations of bicycle and pedestrian crashes that occurred within one mile of Braintree Station between 2005 and 2009

Figure 2 – Intersections Located within One Mile of Braintree Station that were Analyzed Figure 2 is an aerial photo that shows the locations of the intersections located within one mile of Braintree Station that were analyzed for this study.

Intersection Analysis

This section describes the existing conditions and recommended improvements for the five identified problem intersections. The description of existing conditions is based on a site visit conducted on Friday, August 24, 2012, during the morning. Recommended improvements are either short- or long-term in nature and are developed in order to help alleviate the concerns and issues identified during the site visit. Short-term improvements would primarily consist of the installation of signs and pavement markings, which may be implementable within a short time frame with local resources. Long-term improvements would require more capital-intensive roadway construction, which would necessitate the identification and allocation of resources and would entail a longer implementation schedule.

Ivory and Union Streets

Existing Conditions

There were 62 crashes, including one with a pedestrian, at the intersection of Union Street and Ivory Street, which is located northeast of Braintree Station. This intersection is signalized on all approaches. Union Street, which is under the jurisdiction of the Town of Braintree, has four travel lanes, runs in an east-west direction, and is classified as an urban minor arterial. As Union Street approaches Ivory Street from the west, there are two straight through lanes, one left-turn lane, one right-turn lane, and no on-street parking. As Union Street approaches Ivory Street from the east, there is one right-turn-only lane, one lane that is a right-turn/through lane, one left-turn/through lane, one-left turn-only lane, and no on-street parking.

Ivory Street, which is under the jurisdiction of the Town of Braintree, has four travel lanes, runs in a north-south direction, and is classified as a local road. Ivory Street has right-turn lanes separated by channelizing islands on both approaches to Union Street. The channelizing island on the southbound approach is also a pedestrian refuge island. There is no on-street parking. High volumes of cars and trucks and moderate speeds were observed along both Union and Ivory streets during the site visit.

The west and north legs of the intersection of Ivory and Union streets have ladder-style crosswalks. The west leg also has pedestrian signals and pedestrian curb-cut ramps, although the ramps do not have detectable warning pads. The west leg has two pedestrian refuge islands with curb cuts, and pedestrian signals that create a three-step crossing (stopping at two islands in the roadway). The crossing distance between the southwest corner and the first island is approximately 64 feet. The pedestrian signal timing provided when the push button on the southwest corner is activated is 19 seconds; however, when the push button is activated from the first island, the pedestrian signal timing is 17.5 seconds. Based on a walking speed of 3.5 seconds per foot, the minimum pedestrian signal timing for a crossing distance of 64 feet is 18.3 seconds. The crossing from the second island to the northwest corner is not signalized, since there are channelized right-turn movements from southbound Ivory Street onto westbound Union Street.

The north leg of this intersection does not have a pedestrian signal and the ramps do not have detectable warning pads. The lack of a pedestrian signal combined with a crossing distance of approximately 75 feet creates an unsafe environment for pedestrians. The longest uninterrupted crossing a pedestrian should encounter at a crosswalk is 50 feet.6

There is an almost-exclusive pedestrian phase for all legs of the intersection; channelized right-turn movements are allowed during that phase.

There are no crosswalks provided on the east and south legs of this intersection. There is a Motel 6 located on the southeast corner of this intersection that creates a demand for a signalized and marked crossing for the south leg. During the site visit, several Motel 6 guests were observed crossing the south leg while traveling to and from Braintree Station, oftentimes while pulling luggage.

There is a sidewalk along the south side of Union Street to the west of Ivory Street that is approximately 8 feet in width and in fair condition. There are sidewalks on the west side of Ivory Street north and south of the intersection and along the north side of Union Street east of Ivory that are approximately 7 feet in width and in good condition. There is no sidewalk along the north side of Union Street west of this intersection, or along the south side of Union Street east of this intersection. There is a worn path in the grass along the north side of Union Street west of this intersection, which demonstrates a demand for a sidewalk at this location. This may be a result of Thayer Academy students taking the most direct path to and from Braintree Station.

There is an elevated pedestrian walkway that connects Braintree Station to the commercial properties north of Union Street. Access to the walkway for the commercial properties is provided by a steep staircase that is not fully accessible and that has only one “Braintree Station” sign, at the top of the stairs.

There are no bicycle-specific features at this intersection, and there are several large potholes in the road on the south side of Union Street between Ivory and Washington streets.

 

Recommended Improvements

The following short-term measures are recommended for improving safety for the various right-of-way (ROW) users at this intersection:

Pedestrian Improvements:

  1. Increase the pedestrian signal timing for the push button located in the middle island on the west leg to 19 seconds, which would meet the minimum timing requirements and would also be consistent with the push buttons along the west leg.
  2. Upgrade to accessible pedestrian signals with countdown features.
  3. Install ADA-compliant detectable warning pads on all pedestrian curb-cut ramps.

Install directional signage in advance of the staircase leading to the elevated pedestrian walkway, as well as at the station platform in advance of the walkway, in order to encourage MBTA passengers traveling to and from the commercial area north of Braintree Station to use the walkway rather than crossing at the intersection of Ivory and Union streets.

Bicycle Improvements:

The following long-term measures are recommended for improving safety for the various ROW users at this intersection:

Pedestrian Improvements:

Bicycle Improvements:

Ivory Street (South of Braintree Station)

Existing Conditions

There were two crashes involving pedestrians along Ivory Street south of Braintree Station. During the site visit, traffic volumes and speeds were moderate, and a large number of trucks were observed, many of which were accessing the transfer station. Bus Route 236 operates along Ivory Street, with stops at the intersection of Ivory and Pearl streets. There is a sidewalk along the west side of Ivory Street that is approximately 6 feet in width and in good condition. There is no sidewalk along the east side of Ivory Street.

The entrance to Braintree Station, located on the west side of Ivory Street south of Union Street, has three lanes delineated for the egress, although no lanes are delineated for the ingress. The width of the entrance is approximately 90 feet, separated by a median approximately 6 feet in width. This entrance does not have a crosswalk and the median does not have curb cuts.

There are two access driveways to the shopping center along the west side of Ivory Street between Union and Pearl Streets. The southern access driveway has a crossing distance of approximately 90 feet, a stop sign, stop bar, and crosswalk. The northern access driveway has no crosswalk and has a crossing distance of approximately 75 feet.

As previously stated, overflow parking for Braintree Station is occurring in the shopping center parking lot located to the south of Braintree Station. Passengers parking here are taking the most direct route to the station, which is through the parking lots rather than along the sidewalk. The west side of Ivory Street between Union and Pearl streets has a 6-foot sidewalk with minimal shade trees and no amenities such as benches or garbage cans.

The Braintree Transfer Station, located at 257 Ivory Street, creates an unwelcoming environment for pedestrians due to odor and noise. The transfer station is currently undergoing renovations that will improve aesthetics, help control odor, and reduce noise pollution. The renovations will also include access improvements, which will reduce the queue of trucks. These renovations will improve the environment along Ivory Street for pedestrians.

There are no bicycle-specific features at this intersection. Bicyclists were observed riding along the sidewalk on the east side of Ivory Street.

Recommended Improvements

The following short-term measures are recommended for improving safety for the various ROW users at this intersection:

Pedestrian Improvements:

Bicycle Improvements:

The following long-term measures are recommended for improving safety for the various ROW users at this intersection:

Pedestrian Improvements:

Bicycle Improvements:

Ivory Street and Pearl Street

Existing Conditions

There were a total of 47 crashes, including one involving a pedestrian, between 2005 and 2009 at the intersection of Ivory Street and Pearl Street. Pearl Street, which is under the jurisdiction of the Town of Braintree, has two travel lanes, runs in an east-west direction, and is classified as an urban collector road. This intersection is signalized. There is on-street parking on both sides of Pearl Street west of the rail corridor underpass. As Pearl Street approaches Ivory Street from the west, there is one shared through/right lane and one left-turn lane. As Pearl Street approaches Ivory Street from the east, there is one through lane and one right-turn-only lane. During the site visit, moderate traffic volumes and speeds were observed. Ivory Street becomes John W. Mahar Highway south of Pearl Street. John W. Mahar Highway is classified as a local road and is under the jurisdiction of the Town of Braintree. As John W. Mahar Highway approaches Pearl Street from the south, there are two through lanes. There is a speed feedback sign installed for northbound traffic on John W. Mahar Highway near the entrance to Jonathans Landing.

The south, west, and north legs of the intersection have ladder-style crosswalks and audible pedestrian signals, where pushing a button results in an exclusive pedestrian phase. The pedestrian signals do not have countdown features. The pedestrian signal head on the southwest corner of this intersection does not light up when activated. The crossing distances for the three legs that have crosswalks ranges from 75 to 81 feet. In general, the longest uninterrupted crossing a pedestrian should encounter at a crosswalk is 50 feet.7 There are pedestrian curb-cut ramps at each crosswalk location, although they lack detectable warning pads.

There is no crosswalk on the east leg of the intersection, since the sidewalk on the northeast corner of the intersection terminates on the approach to Ivory Street. After the sidewalk terminates, there are signs of pedestrian activity from a worn path in the grass leading up to the entrance of the Braintree Transfer Station. At this point, the strip of grass becomes very narrow and there is a fence blocking further access. This forces pedestrians to cross Ivory Street at an unmarked and unsignalized location. This pedestrian activity may be a result of the proximity of Jonathans Landing, which has approximately 700 owner-occupied units, as well as from the residential area located southwest of Braintree Station.

There are no bicycle-specific features at this intersection. Bicyclists were observed riding along both the sidewalk and in the roadway along Pearl Street. The Braintree Townwide 10-Year Transportation Management Plan recommends considering restriping John W. Mahar Highway from Pearl Street to Plain Street to one through lane in each direction and intermittent left-turn lanes in each direction.8 Since the existing pavement width is approximately 50 feet, there may be sufficient width for two 4-foot shoulders, which could be used by bicyclists. This would also improve pedestrian crossing distances, since only three lanes of traffic would need to be crossed instead of four.

Recommended Improvements

The following short-term measures are recommended for improving safety for the various ROW users at this intersection:

Pedestrian Improvements:

Bicycle Improvements:

The following long-term measures are recommended for improving safety for the various ROW users at this intersection:

Pedestrian Improvements:

Bicycle Improvements:

Ensure adequate lighting along Pearl Street and John W. Mahar Highway.

Hancock, Pearl and Washington Streets

Existing Conditions

There were 24 crashes in total, including three involving pedestrians, between 2005 and 2009 at the intersection of Hancock, Pearl, and Washington streets. Washington Street, which is under the jurisdiction of the Town of Braintree, has two travel lanes, runs in a north-south direction, and is classified as an urban minor arterial. Washington Street approaches from the north and becomes Hancock Street south of the intersection. Pearl Street approaches from the east and becomes Washington Street west of the intersection. This intersection is signalized at all approaches. Both the north and south approaches have right-turn lanes and both the east and west approaches have left-turn lanes. During the site visit, moderate traffic volumes and speeds were observed.

All legs of this intersection have ladder-style crosswalks and pedestrian activated signals, where pushing a button results in an exclusive pedestrian phase. The pedestrian signal head on the northeast corner does not light up when activated. The crossing on the west leg has a pedestrian refuge island and a total crossing distance of approximately 72 feet, with a pedestrian signal timing of 19 seconds. Based on a walking speed of 3.5 seconds, the minimum pedestrian signal timing for a crossing distance of 72 feet is 21 seconds. The sidewalks throughout the intersection are in good condition. All corners of the intersection have pedestrian curb-cut ramps, although the ramps do not have detectable warning pads.

There are no bicycle-specific features at this intersection. During the site visit, bicyclists were observed riding in the roadway along Washington Street.

Recommended Improvements

The following short-term measures are recommended for improving safety for the various ROW users at this intersection:

Pedestrian Improvements:
Bicycle Improvements:

Union and Washington Streets

Existing Conditions

There were 19 crashes in total, including one involving a pedestrian, between 2005 and 2009 at the intersection of Union and Washington streets. Washington and Union streets meet at a signalized, skewed “T” intersection. As Union Street approaches Washington Street from the east, there are two left-turn lanes and one continuous right-turn lane. As Washington Street approaches Union Street from the north, there is one through lane and one right-turn lane. As Washington Street approaches from the south, there are two through lanes and one channelized right-turn lane. During the site visit, traffic volumes and speeds appeared to be moderate along all of the intersecting roadways.

The east and north legs of this intersection have ladder-style crosswalks. The crosswalk on the east leg has a crossing distance of approximately 127 feet, broken up by two pedestrian refuge islands. There are pedestrian-activated signals only between the two islands, and none for the continuous right-turn lanes. The crosswalk on the north leg has pedestrian-activated signals. Activating the pedestrian signals results in a concurrent pedestrian phase. The pedestrian signal timing is sufficient for the lengths of crossings at this intersection.

The sidewalks are approximately 6 feet in width and in good condition throughout the intersection. All corners of the intersection have pedestrian curb-cut ramps, although the ramps do not have detectable warning pads. There appears to be adequate lighting along Washington Street, provided by pedestrian-scale light posts. There are no bicycle-specific features at this intersection.

Recommended Improvements

The following short-term measures are recommended for improving safety for the various ROW users at this intersection:

Pedestrian Improvements:

Install bike racks within the public ROW near entrances to public buildings and facilities, such as at the Town Hall, the library, and French’s Common.

Union Street

Existing Conditions

The section of Union Street, from Washington Street to Ivory Street has two lanes in the eastbound direction and one lane that widens to two lanes, approximately 300 feet before the intersection, in the westbound direction. There is a sidewalk provided along the southern side of Union Street that has numerous cracks and problem sidewalk panels near the intersection.

On the northern side, the sidewalk ends at the corner of Washington Street and Union Street. However a path has been worn by pedestrians from the end of the sidewalk to where the bridge abutment begins. Pedestrians then cross Union Street to the southern sidewalk; crossing midblock, where there is no crosswalk.

This section of Union Street provides a key pedestrian access way to and from the station and the two schools located opposite Union Street, west of Washington Street. The current access to and from the schools is along the sidewalk on the southern side of Union Street, under the MBTA bridge, which has numerous bird droppings and dripping water from the bridge above, to a stairwell leading to the station.

The following short-term measures are recommended for improving safety for the various ROW users:

Pedestrian Improvements:

The following long-term measures are recommended for improving safety and improving station access for Union Street pedestrians:

Pedestrian Improvements:

Building on Safety: A New Access Vision

The recommendations provided in this study aim to improve accessibility to Braintree Station from surrounding neighborhoods for pedestrians and bicyclists. If implemented, these recommendations would provide pedestrians and bicyclists with safer and more convenient paths to Braintree Station.

The recommendations are either short-term, low-cost, and quick to implement, or are long-term and would require a more intensive capital investment with a longer implementation schedule. Short-term improvements recommended in this study include striping crosswalks, installing bicycle, pedestrian, and MBTA signage, installing ADA-compliant improvements, repairing malfunctioning pedestrian signals, repairing or maintaining pavement where necessary, and striping shared-lane markings. These types of improvements would improve visibility between pedestrians, bicyclists, and motorists, indicate where these users should travel within the ROW, and provide a safer and more convenient environment.

The long-term improvements recommended in this study include striping new crosswalks, which would require constructing curb cuts and other pedestrian features, constructing curb extensions for traffic calming, improving ADA compliance by making the elevated MBTA pedestrian walkway accessible, extending sidewalks, installing pedestrian signals, constructing a shared-use path, ensuring adequate lighting throughout the corridor, and constructing a new pedestrian bridge over the train tracks. These types of improvements would more effectively increase visibility between pedestrians, bicyclists, and motorists, as well as helping to reduce vehicle speeds and minimize crossing distances for pedestrians, than the short-term improvements.

This study recommends establishing a network of bike routes along the roads leading to Braintree Station. These proposed bike routes, which may include shared-lane markings, shared-use paths, and “share the road” signage, would improve access and connectivity between Braintree Station and the residential areas located within two miles of this station. It would also improve connectivity between these residential areas and Braintree’s town center, public facilities, and several major shopping centers. It is recommended that during future roadway reconstruction projects, the Town of Braintree evaluate ROW widths in order to determine if separated bicycle facilities, such as cycle tracks, shared-use paths, and buffered bike lanes, could be accommodated along the proposed bike routes. These types of bike facilities provide a safer environment for bicyclists than facilities where bicyclists and motorists share the roadway.

The Braintree Townwide 10-Year Transportation Management Plan, which includes two locations in and near the study area, also provides recommendations for bicycle and pedestrian improvements.9 The location in the study area is on John W. Mahar Highway at Pearl Street, where it is recommended to reduce the number of travel lanes in order to accommodate left turn lanes and paved shoulders. The location near the study area is at Union Street and Route 3, where it is recommended to provide grade separated crossings for bicyclists and pedestrians.

Implementing the recommendations in this study would improve the roadways used by pedestrians and bicyclists accessing Braintree Station. This may encourage more users of Braintree Station to choose bicycling and walking as modes of transportation, and may also promote the use of public transit. This, in turn, may shift users from personal vehicles, which may also help reduce the strain on commuter parking at Braintree Station, which is consistently at capacity (99% utilization). Reducing the demand for parking at Braintree Station is a more cost-effective solution than constructing additional parking spaces. Overall, through the implementation of these recommendations, the Town of Braintree would improve access to safe, healthy, efficient, and varied transportation options for its residents and visitors.

MSA/CB/cb


1 Boston Region Metropolitan Planning Organization (MPO), Needs Assessment (Volume 2 of Paths to a Sustainable Region), prepared by the Central Transportation Planning Staff, September 27, 2011.

2 Boston Region MPO, MBTA Systemwide Passenger Survey, CTPS, May 19, 2010.

3 Pilgrims Highway is the part of Route 3 that stretches from the intersection of Route 3 with Route 6 in Bourne to the junction of Route 3 with Interstate 93 in Braintree.

4 MBTA Ridecheck Program; spring 2009 and winter 2010.

5 Massachusetts Department of Transportation (MassDOT) Registry of Motor Vehicles Division crash data, 2005 to 2009.

6 Massachusetts Highway Department, Project Development and Design Guide, January 2006.

7 Massachusetts Department of Transportation (MassDOT) Registry of Motor Vehicles Division crash data, 2005 to 2009.

8 Fay, Spofford & Thorndike LLC, Townwide 10-Year Transportation Management Plan, produced for the Town of Braintree, February 2001.

9 Fay, Spofford & Thorndike LLC, Townwide 10-Year Transportation Management Plan, produced for the Town of Braintree, February 2001.

 

 

 

APPENDIX

Maps of MBTA Bus Routes

Route 230

Route 236

General Recommendations

This page is the MBTA map of bus Route 230, between Montello Commuter Rail Station and Quincy Center Station.

 

This page is the MBTA map of bus Route 236, between South Shore Plaza and Quincy Center Station.

General Recommendations

Overall, none of the study locations have issues that seriously impede the access of pedestrians and bicyclists to a transit station. However, general maintenance issues should be addressed in all of the study areas. In addition, conditions and facilities could be further improved in order to enhance the safety and quality of pedestrian or bicyclist access; best-practices guidelines should be consulted and applied when possible.

Maintenance of Existing Facilities and Amenities

In each of the study areas, many of the existing facilities and amenities are in need of repair or upkeep. Faded crosswalk paint, uneven and broken pavement surfaces on sidewalks and roadways, malfunctioning pedestrian signals, and malfunctioning streetlamps are examples of facilities and amenities that are in need of attention. At a minimum, these should be in good, functional condition.

Seasonal Maintenance

Another condition commonly found at many study locations is a need for regular and seasonal upkeep of sidewalks and roadways. Dirt, sand, and debris accumulate in the gutters of roads and on sidewalks, particularly during and after the winter season. The winter also presents the issue of snow and ice, which are often piled onto sidewalks and along the sides of roads. In the summer, weeds and overgrown plants can obstruct pedestrian and bicyclist movement. Aside from being unpleasant and a nuisance, these conditions create obstructions that may make travel hazardous and impede transit patrons from easily using the MBTA system.

Sidewalks

It is important to provide a continuous and accessible network of sidewalks along walking routes to MBTA stations, particularly for pedestrians with disabilities. When a sidewalk is provided on only one side of a roadway, pedestrians often walk in the street or cross at unmarked midblock locations. Sidewalk surfaces should be level, smooth, and without obstructions in the pathway of pedestrians. In addition, best-practices guidelines recommend a buffer between the sidewalk and the roadway. However, on most of the streets in the study areas, roadway widths may not permit this feature.

In a few locations, the sidewalks do not have a curb-cut wheelchair ramp at crosswalks. Also at some locations, sidewalks have diagonal (apex) curb ramps, where only one ramp is provided at a street corner; these ramps typically are not aligned with the marked crosswalks. Diagonal curb ramps are the predominant type used in the study areas; however, this type of curb ramp is not recommended by current Federal Highway Administration best-practices guidelines. Instead, street corners should have two curb ramps, one aligned with one street’s crosswalk and the other aligned with the other street’s crosswalk (see the diagram at the left). For additional safety, the bottom of the ramps should have a detectable warming strip.

Crosswalks

Title: Example of wheelchair ramps at intersection - Description: An example of the locations of wheelchair ramps a the corner of the intersection provided. Source: www.FHWA.DOT.Gov

 The crosswalks in the study areas generally are striped with basic markings, very few of which are marked in a manner that goes above and beyond the Manual on Uniform Traffic Control Devices (MUTCD) standards. Typically, they are striped with two parallel solid white lines or have a ladder-style marking. In most cases, the stop line for vehicle traffic is too close to the crosswalk.

Best-practices guidelines recommend that crosswalks be well marked and accentuated by curb extensions. This study recommends, at a minimum, marking sidewalks with ladder-style striping. A 10-foot distance between the stop lines and crosswalks is recommended. Treatments for multilane roadways should include a 10-to-30-foot distance between the stop line and the crosswalk, pedestrian refuge islands/medians, and curb extensions for increased visibility of pedestrians. Also, this study recommends appropriate signs to warn motorists of pedestrian crossing activity.

In order to improve sight lines between motorists and crossing pedestrians, on-street parking should be spaced at least 30 feet back from crosswalks. Furthermore, other innovative options for enhancing crosswalks should be considered, including the use of reflective paint or thermoplastic striping, pavement texturing (see photo, at left), in-pavement lights, crosswalk cones and barrels, and overhead signs.

Title: Crosswalk treatment - Description: crosswalk treatment

 

 

 

 

Signalized Pedestrian Crosswalks

Title: Countdown Pedestrian Signal Head - Description: An example of a countdown pedestrian signal head.Some signalized pedestrian crossings in the study area have malfunctioning signals and buttons. As a first step, all existing signals should have functioning buttons and walk signals. Moreover, the crossings should be enhanced with more modern signal technology. For example, signals should be equipped with pedestrian activation buttons that light up when pushed, as an indication of having been successfully activated. Also, countdown-style pedestrian crossing signals (see photo, at left) should be used in places with a sufficient amount of pedestrian activity to warrant them.

 

Intersection Safety

Title: Example of intersection crosswalks - Description: Example showing the layout of crosswalks at an intersection. Source: www.pedbikeimages.org/DanBurdenSeveral intersections in the study areas should be made safer for pedestrians and bicyclists through some minor redesign. (An example of a possible redesign is shown in a photo below, from the website www.pedbikeimages.org/DanBurden.) Curb extensions at the corners, for instance, create a tighter turning radius for vehicles, which slows the speed of traffic at turns. Curb extensions also provide better sight lines for motorists to watch for pedestrians and vice versa. Furthermore, medians and islands can be enlarged to better guide and control traffic, often slowing vehicle speeds as well. Medians and traffic islands should be large and visible enough to provide sufficient refuge for pedestrians. Plus, striping should be clear and delineate the vehicle turning lanes, the crosswalks, and the stop lines. Lastly, intersections with significant pedestrian activity could be marked as a pedestrian crossing zone (instead of having only crosswalks), where an all-red pedestrian phase is part of the signal cycle.

On-Street Bicycling

On many roads that lead to transit stations, bicyclists must contend with high traffic volumes and on-street parking. High traffic volumes, particularly when combined with high speeds and frequent turning movements, can be intimidating to bicyclists. Traffic-calming measures that reduce vehicle speeds can be implemented to help reduce both the severity and incidence of motor vehicle crashes with bicycles, and can also make bicyclists feel more comfortable while riding along roadways. On-street parking poses challenges in the form of conflicts between vehicles that are parking or discharging passengers, and bicyclists, who are often negotiating traffic to their left in addition to coping with the parked-vehicle activity to their right.

Roadway design and condition are also issues for bicyclists. Narrow lanes and narrow shoulders are a concern, particularly on roads with high traffic volumes. Potholes and poor pavement should be fixed, as bicyclists are more sensitive to pavement conditions than are motorists. Storm-sewer grates should be either grids or parallel bars appropriately placed perpendicular to traffic flow.

There are different types of on-street bicycle facilities that can be provided to improve safety for bicyclists, such as cycle tracks, buffered bike lanes, bike lanes, shared lanes, paved shoulders, and signed routes. Further study of the availability of right-of-way, roadway conditions and bicycle traffic volumes should be conducted in order to determine the type of on-street bicycle facility that would be appropriate for a specific roadway.

Bicycle Parking

All of the stations studied provide bicycle racks. When selecting locations for the installation of bicycle racks, it is important to consider visibility, lighting conditions, protection from the elements, and proximity to destinations. Additionally, racks should be situated in spots that offer enough space not only for storing bicycles, but also for maneuvering them. If bicycle racks or cages are located in an area not easily seen by bicyclists, then directional signage should be considered.

Current bicycle parking guidelines10 recommend that providers of bicycle racks select types that:

Title: Bike Rack Hoop - Description: bike rack hoopCommon styles of bicycle parking racks that meet the above guidelines include: the inverted-U or hoop (see photo to left), “A” (a hoop with a horizontal bar), and post-and-loop (also known as bike hitch). Many manufacturers produce these or acceptable variations of these styles. These rack elements are typically arranged in a row or array; the spacing between the rack elements should be a minimum of 30 inches (on centers), but preferably a more comfortable 36 to 42 inches.

Signs: Wayfinding for Transit Stations

Well-placed wayfinding signs—pointing the way to a transit station—reach out to potential riders. They are similar in function to signs that direct motorists to highway ramps. Care should be taken to install the signs at a height and orientation favorable to pedestrians. Also, these signs should use conventional MBTA symbols, lettering, and colors.

Travel Environment

The aesthetic look and feel of the travel environment can encourage use by pedestrians and bicyclists. Communities should implement measures to improve the quality of the street environment through the use of landscaping (trees, shrubs, and flowers, all appropriately placed), lighting, furniture (such as benches and trashcans), and artwork (such as sculptures and murals). Chambers of commerce and business owners should also be encouraged to enhance storefronts and streetscapes.

Future Considerations

The opportunity to implement many of the recommended improvements may only arise when a roadway construction project occurs. Any roadway construction project should apply best-practices guidelines for serving pedestrian and bicyclist travel in general. More specifically, projects should improve walk and bike access to transit stops and stations as much as possible. In essence, the MBTA, the MassDOT Highway Division, local governments, and land developers should coordinate and cooperate on all transportation improvement projects to ensure that pedestrian and bicyclist needs are integrated into the final designs.

When improvements are made to the accessibility of transit for pedestrians and bicyclists, they can be highlighted in public information campaigns promoting the option of bicycling to transit stations. The improved accessibility can be extolled, along with the cost, time, and health benefits to individuals.

 

10 One reference is Bicycle Parking Guidelines (2002), adopted by the Association of Pedestrian and Bicycle Professionals. For more information, please refer to www.bicyclinginfo.org/de/parkguide.htm.