Memorandum
Date December 19, 2013
To Boston Region Metropolitan Planning Organization (MPO)
From Seth Asante, MPO Staff
Re Safety and Operations Analyses at Selected Intersections—FFY 2014Task 1: Intersection Selection Procedure
This study builds upon recommendations generated by the Boston Region MPO’s Congestion Management Process (CMP) to address safety and congestion at intersections in the MPO region. In previous funding years, the MPO completed six similar studies, and received favorable responses from municipalities for assisting them with the conceptual design of low-cost improvements, and their planning and implementation processes.
The previous studies examined large, complex intersections, simpler intersections, and locations that included two or more adjacent intersections. This study focusses on simpler intersections.
As with previous studies, the basic requirements for a location to be a candidate for selection are to be an intersection on an arterial roadway in the MPO region where 1) many crashes occur, according to the MassDOT crash database; 2) there is congestion during peak periods; and 3) there is serious interest to implement improvements from agencies and/or municipalities.
MPO staff selected four locations (the maximum allowed for in the work program) to analyze for potential safety and operations improvements. The selection procedure comprised two major parts. First, staff identified 181 locations as potential candidates for the study through the following steps:
Second, staff chose four of the 18 identified locations through the following steps:
Below are the five criteria used for assessing a location’s suitability as a study candidate:
Note that geographic equity also was a factor in selection: The MPO did not select study locations in the same area as another study location, or in the same area as a location selected in the preceding cycle of this study.
Table 1 lists the 18 identified locations, their municipalities, major intersecting streets, total number of 2009–11 EPDO crashes, total crash count, number of fatal/nonfatal crashes, number of pedestrian/bicycle crashes, related transit routes, jurisdictions, TIP status, and overall score based on the selection criteria.
Of these 18 locations, staff recommended four (highlighted in table) to be evaluated for improvements:
MPO staff contacted officials from the towns of Milford, Westwood, and Weymouth and they are all interested in this study.
In summary, staff began the selection process with the 83 intersections in the region with the highest crash rates then iteratively applied extensive sets of criteria. In addition, the process included thorough interactions with MassDOT District offices, and cities and towns. Through this careful exercise, the MPO staff identified four locations in the MPO region—to be discussed and approved by the MPO— that it believes are most suitable for this study.
If the MPO approves this selection, staff will meet with officials from Milford, Westwood, Weymouth, and related agencies to discuss the study specifics, conduct field visits, collect data, and perform various analyses for the proposed intersections.
SAA/saa
TABLE 1
Potential Study Locations in the Region, with Selection Criteria
Selected Locations Highlighted in Yellow
Safety and Operations Analyses at Selected Intersections
Location1 |
Community |
MAPC Subregion |
MassDOT District |
Jurisdiction |
Street 1 |
Route 1 |
Street 2 |
EPDO Crashes Rating2 |
Total Crashes |
Fatal Crashes |
Injury Crashes |
PDO and Non-Reported Crashes |
Ped./ Bike Crashes4 |
Transit Routes |
TIP Status |
Bike/PedCrashes3 |
Congestion |
Transit Significance |
Regional Significance |
Need/ Interest Assess-ment |
Total Score |
Comments |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 |
WALTHAM |
ICC |
4 |
City/Town |
LEXINGTON STREET |
- - |
TRAPELO ROAD |
188 |
104 |
0 |
21 |
83 |
4p+1c |
MBTA 70A |
None |
X |
X |
X |
- - |
X |
4 |
No advance study or design. FFY 2013 Safety and Operations Analyses at Intersections included a location in Waltham. |
2 |
FRAMINGHAM |
MetroWest |
3 |
City/Town |
CONCORD STREET |
126 |
WAVERLEY STREET |
182 |
78 |
0 |
26 |
52 |
8p+7c |
MWRTA 1,2,3,4, 7 |
TIP Advertised |
X |
X |
X |
X |
- - |
4 |
Routes 126, 135 Framingham Downtown Railroad Crossing, Route 126 Downtown Roadway Improvements. Not recommended by MassDOT District 3. |
3 |
LYNN |
ICC |
4 |
City/Town |
WESTERN AVENUE |
107 |
FRANKLIN STREET |
161 |
77 |
0 |
21 |
56 |
4p+1c |
MBTA 424, 434, 450 |
None |
X |
X |
X |
- - |
X |
4 |
No advance study or design. FFY 2013 Safety and Operations Analyses at Intersections included a location in Lynn. |
4 |
BOSTON |
ICC |
6 |
MassDOT |
MORTON STREET |
203 |
HARVARD STREET |
159 |
47 |
0 |
28 |
19 |
2p |
MBTA 21, 31 |
None |
X |
X |
X |
- - |
3 |
RSA completed in 2011; Intersection reconstructed. |
|
5 |
WEYMOUTH |
SSC |
6 |
MassDOT |
WASHINGTON STREET |
53 |
MAIN STREET |
155 |
91 |
0 |
16 |
75 |
3p |
MBTA 225 |
None |
X |
X |
X |
- - |
- - |
4 |
CTPS Route 53 study (November 2003). |
6 |
LYNN |
ICC |
4 |
City/Town |
WESTERN AVENUE |
107 |
CHESTNUT STREET |
148 |
72 |
0 |
19 |
53 |
2p |
MBTA 424, 434, 450 |
None |
- - |
X |
X |
- - |
X |
3 |
No advance study or design. |
7 |
WEYMOUTH |
SSC |
6 |
MassDOT |
WASHINGTON STREET |
53 |
MIDDLE STREET |
139 |
71 |
0 |
17 |
54 |
3p |
MBTA 225 |
None |
X |
X |
X |
- - |
- - |
3 |
MassDOT Project # 114906 reconstructed intersection in 2012. |
8 |
SWAMPSCOTT |
NSTF |
4 |
MassDOT |
PARADISE ROAD |
1A |
SWAMPSCOTT MALL |
135 |
43 |
0 |
23 |
20 |
1p |
MBTA 441, 448 |
None |
- - |
X |
X |
X |
- - |
3 |
MassDOT Project #601520, reconstructed the Paradise Road and Swampscott Mall intersection in 2005. |
9 |
WEYMOUTH |
SSC |
6 |
MassDOT |
MAIN STREET |
18 |
WINTER STREET |
128 |
60 |
0 |
17 |
43 |
0 |
MBTA 225 |
None |
- - |
X |
X |
X |
- - |
3 |
MassDOT Project #601843 reconstructed the Route 18 (Main Street) and Winter Street in 2002. |
10 |
MILFORD |
SWAP |
3 |
City/Town |
MEDWAY ROAD |
109 |
KMART SHOPPING PLAZA |
121 |
85 |
0 |
9 |
76 |
0 |
MWRTA 6 |
None |
- - |
X |
X |
X |
X |
4 |
High-crash location. Strong support from the Town of Milford. |
11 |
SALEM |
NSTF |
4 |
MassDOT |
WASHINGTON STREET |
114 |
CANAL STREET |
119 |
59 |
0 |
15 |
44 |
6p+1c |
- - |
TIP 2014, 75% Design |
X |
X |
- - |
X |
- - |
3 |
MassDOT Project #605146, currently in design, will reconstruct the intersection. Programmed in FFY 2014 TIP. |
12 |
WALPOLE |
TRIC |
5 |
MassDOT |
PROVIDENCE TURNPIKE |
1 |
HIGH PLAIN STREET |
118 |
54 |
0 |
16 |
38 |
1p |
- - |
None |
- - |
X |
- - |
X |
- - |
2 |
RSA conducted in 2013, consultant retained for engineering and design. Included in MassDOT's I-95 South Corridor Study. |
13 |
BRAINTREE |
SSC |
6 |
MassDOT |
GRANITE STREET |
37 |
FRANKLIN STREET |
118 |
42 |
0 |
19 |
23 |
0 |
MBTA 236, 238 |
None |
- - |
X |
X |
X |
X |
4 |
No advance study or design. FFY 2013 Safety and Operations Analyses at Intersections included a location in Braintree. |
14 |
ARLINGTON |
ICC |
4 |
City/Town |
MASSACHUSETTS AVENUE |
3 |
MYSTIC STREET |
111 |
59 |
0 |
13 |
46 |
2p+2c |
MBTA 67, 77, 79 |
TIP 2014, 25% Design |
X |
X |
X |
- - |
X |
4 |
MassDOT Project #606885, currently in design, will reconstruct the intersection. Programmed in FFY 2014 TIP. |
15 |
HANOVER |
SSC |
5 |
MassDOT |
COLUMBIA ROAD |
53 |
BROADWAY |
102 |
38 |
0 |
16 |
22 |
1p |
- - |
None |
- - |
X |
X |
X |
3 |
No advance study or design |
|
16 |
WEYMOUTH |
SSC |
6 |
Town/City, MassDOT |
WASHINGTON STREET |
53 |
BROAD STREET |
96 |
52 |
0 |
11 |
41 |
1p |
MBTA 225 |
None |
- - |
X |
X |
X |
X |
4 |
Strong interest from the Town of Weymouth. |
17 |
WESTWOOD |
TRIC |
6 |
City/Town |
HIGH STREET |
109 |
NAHANTAN STREET and POND STREET |
92 |
60 |
0 |
8 |
52 |
2p+1c |
- - |
None |
X |
X |
- - |
X |
X |
4 |
The Town of Westwood cited these intersections for consideration; they have safety and congestion problems. They are the town's preferred locations for a study. |
18 |
WESTWOOD |
TRIC |
6 |
City/Town |
WASHINGTON STREET |
1A |
EVERETT STREET/ CLAPBOARDTREE STREET |
74 |
42 |
0 |
8 |
34 |
1p |
MBTA 34E |
None |
- - |
X |
X |
X |
X |
4 |
Town of Westwood cited this intersection for consideration. |
1 Locations are in order by EPDO rating.
2 EPDO Crash Rating = 10 * Fatal Crashes + 5 * Injury Crashes + 1 * Other Crashes (Property Damage Only or Unknown Severity), based on MassDOT's Top 200 High Crash Locations: 2009-11 crash data.
3 Selection Criteria (Check mark in table means criterion is met):
Ped/Bike Crashes: Total number of ped./bike crashes > 2
Congested Conditions: Experiences extensive delays during peak periods.
Transit Significance: Carries bus route(s) or is adjacent to a transit route or station.
Regional Significance: Carries high proportion of regional traffic or carries noticeable commuter bike traffic.
Need/Interest Assessment: No recent study/design and has a strong interest from MassDOT/communities.
4 C Bikes. P Pedestrian.
CTPS Central Transportation Planning Staff. FFY Federal Fiscal Year. ICC Inner Core Committee. MassDOT Massachusetts Department of Transportation. MBTA Massachusetts Bay Transportation Authority. MetroWest MetroWest Regional Collaborative. MWRTA MetroWest Regional Transit Authority. NSTF North Shore Task Force. RSA Road Safety Audit. SSC South Shore Coalition. SWAP South West Advisory Planning Committee. TRIC Three Rivers Interlocal Council.
Source: CTPS.