ROAD SAFETY AUDIT
Mystic Avenue (Route 38) / Temple Street / Temple Road City of Somerville June 16, 2014 Prepared For:
MassDOT
Prepared By: TEC, Inc. 65 Glenn Street Lawrence, MA 01843 Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Table of Contents Background ................................................................................................................................. 1
Project Data ................................................................................................................................. 2
Project Location and Description .............................................................................................. 3
Audit Observations ..................................................................................................................... 6
Potential Safety Enhancements ............................................................................................... 15
Summary of Road Safety Audit ............................................................................................... 20
List of Appendices
Appendix A.
Appendix B.
Appendix C.
Appendix D.
Appendix E.
RSA Meeting Agenda
RSA Audit Team Contact List
Detailed Crash Data
ATR Data
Road Safety Audit References
List of Figures
Figure 1.
Locus Map .............................................................................................................................. 5
List of Tables
Table 1. Table 2. Table 3. Table 4. Table 5. Participating Audit Team Members ....................................................................................... 2
Existing Weekday Traffic Volume Summary ........................................................................ 4
Estimated Time Frame and Cost Breakdown ....................................................................... 15
Potential Safety Enhancement Summary ............................................................................. 21
Potential Corridor-Wide Safety Enhancement Summary ..................................................... 26
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Background
In cooperation with the City of Somerville, TEC, Inc. has been retained by the Massachusetts Department
of Transportation (MassDOT) to evaluate the traffic and safety impacts for the reconstruction of the
Mystic Avenue (Route 38) / Temple Street / Temple Road intersection. These improvements are being
implemented as part of the Massachusetts Safe Routes to School (SRTS) Infrastructure Program,
improving the accessibility and safety for pedestrian and bicycle traffic between the Ten Hills residential
area and the Arthur D. Healey School, located on Meacham Street in Somerville. The intersection of
Mystic Avenue / Temple Street / Temple Road was identified for further improvements as part of the
Arthur D. Healey School Preliminary Assessment dated December 13, 2013 prepared by TEC, Inc.
Road Safety Audit Justification
In conjunction with the preliminary design (pre-25% Design) stage and Functional Design Report (FDR)
for these improvements, TEC, Inc. is submitting this Road Safety Audit (RSA) report for the intersection
of Mystic Avenue / Temple Street / Temple Road. 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 which can
be implemented through general maintenance, immediate installation/removal, or could potentially be
incorporated into the defined SRTS improvement project.
In August 2005, the transportation act entitled the “Safe, Accountable, Flexible, Efficient Transportation
Act - A Legacy for Users” (SAFETEA-LU) was passed. 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 to 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 and FDR. An intersection is defined as HSIP-eligible if the intersection is within
the top 5% of clusters in its respective Regional Planning Commission (RPC) boundaries based on
Equivalent Property Damage Only (EPDO). EPDO rates crashes based on the collision severity. Based
on the published MassDOT database, the intersection of Mystic Avenue / Temple Street / Temple Road is
recognized as an HSIP-eligible intersection.
An RSA, as defined by the Federal Highway Administration (FHWA), is the formal safety performance
examination of an existing or future road or intersection by an independent, multidisciplinary team. This
RSA was conducted during the preliminary design (pre-25% Design) stage of intersection improvements
for the subject intersection in order to incorporate safety-related design features early in the design
process. The scale of the improvements at this location as part of the SRTS project is projected to
include, but not limited to: removal of channelized turn lanes to reduce speeds, mill and overlay of
pavement, restriping of pavement markings, traffic signal upgrades, reconstruction of curb ramps, and
traffic sign improvements. Elements of the RSA will be considered for incorporation into the roadway
improvement project as the design is advanced through the MassDOT and City of Somerville design
development and review processes.
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Project Data
TEC, Inc. of Lawrence, Massachusetts is the prime traffic safety investigation consultant in an RSA for
the intersection of Mystic Avenue / Temple Street / Temple Road in Somerville, Massachusetts. The
RSA was conducted on Monday, May 1, 2014 at 10:00 PM, with the pre- and post-audit meetings held at
the Somerville City Hall. A copy of the RSA agenda can be found in Appendix A. TEC has also
conducted other field visits to this audit location as part of its planning and Pre-25% Design work.
As presented in Table 1, the audit team consisted of a cross-section of state, regional, and local
engineering, planning, enforcement, maintenance and emergency response professionals and was
assembled in conjunction with input from 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
Keith Arnold, P.E.
Massachusetts Department of Transportation – District 4
Sara Timoner
Massachusetts Department of Transportation – District 4
Corey O’Connor, E.I.T.
Massachusetts Department of Transportation – Traffic Safety
Yuan Liu
Massachusetts Department of Transportation – Traffic Safety
William Kuttner
Central Transportation Planning Staff
Terence Smith
City of Somerville – City Traffic Engineer
Sarah Spicer
City of Somerville – Senior Transportation Planner
Hayes Morrison
City of Somerville – Director of Planning and Infrastructure
Suzanne Rinfret
City of Somerville – Traffic and Parking Clerk
David Hudson
Shape-Up Somerville
Sergeant Stephen Altieri
Massachusetts State Police
Samuel W. Gregorio, E.I.T.
TEC, Inc.
Kevin R. Dandrade, P.E., PTOE
TEC, Inc.
Audit participants were provided with materials to review prior to the audit meeting. The materials
included a summary of collision data, collision diagrams (See Appendix), and a summary of the type and
severity of collisions. Participants were encouraged to visit the site prior to the audit and were urged to
consider elements on MassDOT’s Safety Review Prompt List.
On the day of the audit, a pre-audit meeting was held at the Somerville City Hall 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
intersection. 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 at
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Somerville City Hall 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.
Project Location and Description
The Road Safety Audit was conducted at the intersection of Mystic Avenue (Route 38) / Temple Street /
Temple Road in the City of Somerville, Massachusetts. A Study Area Location Map is provided in
Figure 1.
Mystic Avenue (Route 38)
Mystic Avenue, signed as Massachusetts Route 38, is a four-lane, northwest-southeast urban minor
arterial roadway maintained by MassDOT (between Crescent Street [Medford] and Grant Street
[Somerville]) in the vicinity of the improvements. Mystic Avenue runs parallel on the west side of
Interstate 93. The roadway provides local connection between Medford Square and Route 60 to the north,
and Assembly Square and the Fellsway (Route 28) to the south. In the vicinity of the proposed
improvements, Mystic Avenue is approximately 60- to 70-feet wide and is within the Right-of-Way for
the Interstate 93 State Highway Layout (SHLO). Directional flow along Mystic Avenue is separated by a
marked centerline and at-grade stamped concrete. The posted speed limit along Mystic Avenue is
30 miles per hour (MPH), however MassDOT speed regulations state that the speed limit from Assembly
Square to a point ±500 feet north of Temple Street should be signed as 25 MPH. Speed data was only
collected on the Mystic Avenue southbound approach where an 85th percentile speed is 32 MPH was
measured. Land uses along Mystic Avenue in the vicinity of improvements include primarily apartmentstyle residential and light commercial uses.
Temple Street / Temple Road
Temple Street / Temple Road is a two-lane, east-west roadway maintained by the City of Somerville. The
roadway is functionally classified as an urban collector roadway west of Mystic Avenue and a local
roadway east of Mystic Avenue. The roadway provides a local connection between Broadway to the
west, and Shore Drive and the Fellsway (Route 28) to the east. In the vicinity of Mystic Avenue, Temple
Street / Temple Road is approximately 42-feet wide with bi-directional on-street parking and “sharrows”
for bicycle traffic. Temple Street, west of Mystic Avenue, was recently reconstructed as part of a City
project. The posted speed limit just west of Mystic Avenue is 20 MPH (school zone), although an 85th
percentile speed of 27 MPH was measured. Land uses along Temple Street / Temple Road in the vicinity
of improvements include primarily residential and light-commercial uses.
Mystic Avenue / Temple Street / Temple Road
Temple Street and Temple Road intersect Mystic Avenue to form a skewed four-way, fully-actuated
signalized intersection. For the purposes of this report, the cardinal direction of Mystic Avenue is
considered to be north-south and the cardinal direction of Temple Street / Temple Road is considered to
be east-west. The Temple Street eastbound approach consists of an exclusive left-turn lane, and a shared
through / right-turn lane. Directional flow along Temple Street is separated by a marked centerline. The
Temple Road westbound approach is unmarked but was observed to be utilized as a single general
purpose travel lane in each direction. The Mystic Avenue northbound appraoch consists of an exclusive
left-turn lane, a through lane, and a shared through / right-turn lane. The Mystic Avenue southbound
approach consists of a shared left-turn / through lane, a through lane, and a channelized right-turn lane
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
separated by a raised concrete island. Directional Flow along Mystic Avenue is separated by a marked
centerline with a concrete rumble strip near the intersection. No Turn on Red (NTOR) restrictions are
posted for both the Temple Street eastbound and Temple Road westbound approaches. Sidewalks are
provided along both sides of Temple Street / Temple Road and along the westerly side of Mystic Avenue.
Crosswalks are provided across all four approaches.
Public Transportation Accommodations
Currently, there is one Massachusetts Bay Transportation Authority (MBTA) bus route that travels along
Mystic Avenue past Temple Street. A summary of the route is provided below:
 MBTA Bus Route 95 (West Medford to Sullivan Square) – Regular service is provided at
designated stops along Playstead Road, High Street, Main Street, and Mysitc Avenue in
Medford; along Mystic Avenue in Somerville; and Main Street in Charlestown (Boston).
This route operates from 4:55 AM to 1:23 AM at 20- to 60-minute headways. Both
northbound and southbound bus stops are located along Mystic Avenue, just south of
Temple Street.
Automatic Traffic Recorder Count Data
Updated Automatic Traffic Recorder (ATR) counts were conducted on Mystic Avenue (Route 38) north
of Temple Street on Thursday April 10, 2014 to Saturday 12, 2014. In addition, ATR counts were
conducted on Temple Road west of Mystic Avenue on Friday May 2, 2014 to Saturday May 2, 2014 to
gather daily traffic-volume data for the study area roadways during a continuous 48-hour time period. A
summary of the weekday ATR traffic data is presented in Table 2.
Table 2.
Existing Weekday Traffic Volume Summary
Weekday Morning Peak Hour
Weekday Evening Peak Hour
Weekday
Traffic
Volumea
Traffic
b
Volume
K
c
Factor
Directional
d
Distribution
Traffic
Volume
K Factor
Directional
Distribution
Mystic Avenue (north of
Temple Street)
33,732
2,293
6.8
55.2% SB
2,623
7.8
57.5% NB
Temple Street (west of
Mystic Avenue)
13,271
675
5.1
60.6% WB
876
6.6
62.0% WB
Location
a
Daily traffic expressed in vehicles per day. Expressed in vehicles per hour. c
Percent of daily traffic volumes which occurs during the peak hour.
d
Percent of peak-hour volume in the predominant direction of travel.
EB – eastbound; WB = westbound; NB = northbound; SB = southbound
b
Mystic Avenue carries approximately 33,730 vehicles per day (vpd) on an average weekday north of
Temple Street. The majority of vehicles along Mystic Avenue are travelling southbound in the weekday
morning peak period and northbound during the weekday evening peak period. This is consistent with
commuter flows travelling to / from Boston.
Temple Street carries approximately 13,270 vpd on an average weekday west of Mystic Avenue. The
majority of vehicles along Temple Street are travelling westbound in both the weekday morning peak
period and the weekday evening peak period. This is consistent with commuter flows travelling to / from
Downtown Somerville. It also suggests that commuter flow to/from Interstate 93 may likely be utilizing
Temple Street as a cut-through roadway to Downtown Somerville.
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Audit Observations
Prior to the RSA site walk, a pre-audit meeting was held at the Somerville City Hall in Somerville. This
pre-audit meeting included brief introductions, an overview of the project and RSA process and safety
characteristics of the intersection of the Mystic Avenue (Route 38) / Temple Street / Temple Road. Audit
participants then conducted a site walk as a group to observe the intersection. Each participant was
advised to offer their concerns and comments related to safety issues at the study area intersection.
Based on these field observations and discussions, the RSA team determined that the intersection of
Mystic Avenue / Temple Street / Temple Road has several general concerns that may negatively impact
safety. The following sections describe in more detail the safety issues identified during the RSA.
Several of these require further evaluation and design work to develop appropriate safety enhancements.
More specific safety challenges located at specific audit area intersections are also included.
Crash History
The intersection of Mystic Avenue / Temple Street / Temple Road is considered HSIP-eligible. Collision
data for this intersection was provided by MassDOT for the period of January 2009 to March 2014 and
supplemented by the City of Somerville Police Department. The data shows a total of 32 reported
collisions (6.1 per year) in the area of the intersection during the five-years of complete collision data.
The crash rate for this intersection is significantly lower than the statewide and district-wide averages for
unsignalized intersections with 0.38 crashes per MEV.
There were fifteen (15) angled-type or head-on collisions (47%) at the intersection over the five-year
period which represents the vast majority of collisions at the intersection of Mystic Avenue / Temple
Street / Temple Road. Eighty percent (12 of 15) of these angled/head-on collisions occurred as a vehicle
attempted a left-turn movement and was struck by an opposing through vehicle. Two (2) of the angled
collisions resulted from illegal U-turn movements along the Mystic Avenue northbound approach to the
intersection.
There were eleven (11) rear-end collisions (34%) at the intersection over the five-year study period. Of
the locatable rear-end collisions, more than half (6 of 11) occurred on the Mystic Avenue northbound
approach to the intersection, three (3) of which s were reported the result of a failure to take care
stopping. Four (4) of the rear-end collisions occurred on the southbound approach of Mystic Avenue.
Two (2) collisions at the intersection involved a pedestrian. One of these collisions occurred on the
northbound approach where the approaching vehicle slid on wet pavement and crossed over the marked
stop line, striking the pedestrian. The other pedestrian collision occurred on a legal left-turn movement
from Mystic Avenue northbound where the pedestrian attempted to cross Temple Street during the
“DON’T WALK” interval. Both collisions resulted in non-fatal injuries for the pedestrians.
One-quarter of the collisions (8 of 32) occurred during the three-hour time period of 9 AM to 12 PM.
This time period corresponds with the time immediately subsequent to the morning commuter period
where vehicles begin to regain free-flow speed conditions. Approximately 22 percent (7 of 32) of
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
collisions occurred during the morning (6 AM to 9 AM) or evening (3 PM to 6 PM) commuter peak
periods, indicating that traffic congestion may be a contributing factor to collisions at the intersection.
There were nine (9) collisions (28%) that occurred with operators of vehicles with suspended, invalid, or
no driver’s license. The City of Somerville representatives confirm that this statistic is not unexpected
based on prior history.
Safety Concerns
The RSA team noted safety concerns at the intersection of Mystic Avenue / Temple Street / Temple Road.
Some specific safety related concerns are mentioned in multiple bullets within the summary. Based on
these field observations and discussions, the RSA team determined that the intersection and approaches
had the following issues that negatively impact safety:
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Traffic Congestion and Long Vehicle Queues Northbound Left-turning Vehicles and Storage Length Southbound Left-turning Vehicles Traffic Signal Equipment Traffic Signal Phasing Red-Light Running
Excessive Speed / Erratic and Aggressive Driving Pedestrian Accommodations Bicycle Accommodations Pavement Markings
Roadway Lighting Transit Accommodations Pavement Condition
Roadway Debris Intersection Signage The following provides a detailed summary of the identified safety concerns at the intersection:
 Traffic Congestion and Long Vehicle Queues – As a result of the numerous commercial,
retail, and residential land uses in the area, in addition to the proximity to Interstate 93,
traffic volumes at the intersection of Mystic Avenue / Temple Street / Temple Road
generally increase during the weekday peak periods. These additional traffic volumes combined with the lack of traffic signal coordination and numerous driveway / side-street access locations results in increased traffic congestion along the Mystic Avenue corridor. A representative from MassDOT District 4 noted that the vehicle detection is not
properly working and therefore the signal runs as a pre-timed signal with a pedestrian
interval occurring every cycle. This operational deficiency causes excess congestion
beyond the normal commuter congestion.
As previously stated, eleven (11) of the collisions at the intersection were rear-end
collisions, which may be a result of long queues and stop-and-go conditions throughout
the day. Approximately 82 percent (9 of 11) of the rear-end collisions occurred between
9 AM and 3 PM when volumes, queues, and speeds are all moderately high, combining to
result in rear-end collisions. Twelve (12) of the collision at the intersection were angle
collisions, six (6) of which occurred during the weekday morning and evening peak
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
periods. These collisions indicate that driver frustration caused by heavy traffic
congestion may result in drivers running the red light or taking unsafe gaps to make leftturns. In addition, some of these crashes may be left-turn courtesy crashes, where one
vehicle “waves” on the opposing left-turn vehicle to turn when that vehicle does not have
the right-of-way. Upon advancing, other vehicles from the second oncoming through
lane are unaware of the “courtesy” given and strike the left-turning vehicle while
travelling normally through the intersection.
A representative of the Massachusetts State Police noted that it is not uncommon for
traffic enforcement officers to hand-direct traffic at the intersection of Mystic Avenue /
Temple Street / Temple Road and other adjacent signalized intersections along Mystic
Avenue and the Fellsway (Route 28).
Image 1: Queued Vehicles Approaching Temple Street from South
 Northbound Left-turning Vehicles and Storage Length - Several audit participants noted
that motorists seeking to turn-left from the northbound left-turn lane are very
“aggressive” and tend to not yield to on-coming traffic at the end of the protected leftturn phase. Upon observation, as many as 4 or 5 additional vehicles were seen
“sneaking” behind one another after the yellow arrow went to a green ball indication.
During the study period, three (3) angled collisions occurred between northbound leftturning vehicles and southbound through vehicles.
The northbound left-turn lane currently has 110 feet of striped storage and is utilized up
to approximately 250 feet in length during congested periods as vehicle ”spillover”
against the double yellow centerline line within the through lane. It was noted by a
Massachusetts State Police representative that the short storage area and spillover into the
through lane may be a factor in some of the side-swipe and rear-end collisions south of
the intersection.
 Southbound Left-turning Vehicles and Storage Length – The Mystic Avenue southbound
left-turn movement is currently controlled by a permissive left-turn phase. There is
currently no designated left-turn lane for the southbound approach of Mystic Avenue.
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
The far-left lane on the approach is a shared left-turn/through lane. A scored concrete
median creates a negative offset for the southbound left-turns. Southbound left-turning
vehicles will queue in the inside thru lane, further worsening operations and have the
potential to cause rear-end and side-swipe collisions as thru vehicles attempt to change
lanes to by-pass the queued vehicles. Crashes for southbound left-turning vehicles may
also be a result of driver frustration caused by high traffic volumes and the added
pressure for southbound left-turn vehicles to not block through traffic in the shared left­
turn/through lane.
Turning Movement Counts (TMCs) conducted at the intersection in April 2014 indicate
only one (1) vehicle turning left from this approach during both the weekday morning
and weekday evening peak hours. However, during the study period, five (5)
angled/head-on collisions occurred between southbound left-turning vehicles and
northbound through vehicles. Two (2) of the five crashes noted an obstructed view due to
the negative offset from opposing vehicles in the northbound left-turn lanes.
 Traffic Signal Equipment – Several traffic signal equipment deficiencies were observed
during the field visit, including:
o Vehicular Traffic Signals – All signal housings at the intersection lack back
plates as per current MassDOT standards. In addition, with only two mast
arms over the intersection, only one signal housing per approach (except
Temple Street eastbound) is located overhead with multiple lanes approaching
these signal heads.
o Traffic Signal Controller and Cabinet Equipment – Upon observation, most of
the traffic signal equipment and the traffic signal controller are out-of-date or
in poor condition. There are no police push-button or related controls for
manual signal timing.
o Pedestrian Signal Heads – All but one set of pedestrian signal heads were non­
compliant with Manual on Uniform Traffic Control Devices (MUTCD)
standards. In addition, the pedestrian signal head on the southeast corner of the
intersection facing across Mystic Avenue was not operational and not oriented
to face the striped crosswalk. Although a striped crosswalk exists, no
pedestrian signals are installed for the pedestrian movement north of the
intersection across Mystic Avenue. No ADA accommodations are provided for
the northerly crossing.
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
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Image 2: Typical Pedestrian Signal Equipment at Intersection
o Pedestrian Push Buttons – Although the audible pedestrian push buttons at the
intersection were generally compliant with MUTCD standards, multiple push
buttons at the intersection are located more than ten (10) feet from the edge of
curb for the desired crosswalk location [MUTCD Sect. 4E.08(06)].
 Left-turn Traffic Signal Phasing – The Mystic Avenue northbound approach operates
with an advanced northbound phase to provide a protected left-turn for northbound
vehicles. Subsequently, the signal phasing is designed to provide permitted left-turns on
all four approaches in conjunction with the mainline through movements. Permitted leftturn phasing, although common, creates additional vehicle conflicts between left-turns
and opposing through movements. As previously stated, twelve (12) angled / head-on
collisions occurred at the intersection in which a left-turning vehicle was struck by an
opposing through movement.
 Red-Light Running – It was noted during the pre-audit meeting that red-light running is a
consistent issue at the intersection and is generally the result of driver frustration with
congestion during peak periods. The Massachusetts State Police representative noted the
difficulty of enforcement of red-light running and other such roadway violations as there
is no safe location to pull-over vehicles along Mystic Avenue without causing additional
congestion. There are no notable locations along this area of the corridor to provide new
areas for police vehicles to safely pull vehicles off of the side of the road. Only one (1)
collision at the intersection noted the potential for red-light running as a cause of
collision.
Many red-light running vehicles include vehicles that enter the intersection on the green
interval waiting to turn left and are caught in the intersection during the clearance interval
past the all red phase. In addition, through vehicles tend to enter the intersection and
“block the box” as a result of queues from downstream intersections.
Upon further review, yellow and all red clearance intervals at the intersection are not
consistent with current timing standards. A Massachusetts State Police representative
noted that the all red interval was previously zero seconds and was adjusted up to one
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
second. Although still not to standard, this slight change in the all red interval has
purportedly decreased the number of collisions at the intersection.
 Excessive Speed / Erratic and Aggressive Driving – A representative of the
Massachusetts State Police noted that during off-peak hours, vehicle speeds along Mystic
Avenue, Interstate 93, and the Fellsway (Route 28) tend to increase significantly.
However, due to the large coverage area for the Police Barrack and the lack of areas to
provide adequate enforcement, many traffic infractions such as speeding and erratic
driving along each major corridor are not able to be regularly patrolled or enforced. Four
(4) collisions during the study period were directly related to excessive speed and erratic
driving behavior. The high number of rear-end collisions that occurred during off-peak
hours (9 of 11) further suggests that high travel speeds during off-peak hours may be a
contributing factor to collisions at the intersection.
As previously stated, the speed regulations state that the speed limit along Mystic Avenue
at the intersection of Temple Street / Temple Road is 25 MPH. Current speed limit
signage indicates a speed limit of 30 MPH, with vehicles travelling well in excess of that
during off-peak periods.
 Pedestrian Accommodations - Several pedestrian accommodation deficiencies were
observed during the field visit, including:
o Pedestrian Signal Timing and Clearance Interval – The current pedestrian
phase programmed at the intersection is an exclusive pedestrian phase. The
programmed pedestrian clearance interval as part of the exclusive pedestrian
phase is insufficient for the existing cross-sectional geometry of the
intersection. The longest crossing distance at the intersection is approximately
75 feet, which requires a 22 second pedestrian clearance interval based on a 3.5
feet per second walking speed. The existing pedestrian clearance interval is
timed at 13 seconds.
o Lack of Accessible Ramps – No ramps are present for the northerly crosswalk
across Mystic Avenue. In addition, curb ramps along the east side of the
intersection are not ADA compliant and lack tactile warning devices.
o Crossing Distance Across Temple Street – The westerly crosswalk across
Temple Street is divided by a raised concrete delta island that channelizes
right-turns from Mystic Avenue southbound onto Temple Street. This results in
an excessive pedestrian crossing distance. In addition, the pedestrian area
adjacent to the crosswalk near the channelized right-turn lane is partially
blocked by vegetation from motorists travelling along Mystic Avenue
southbound. This creates a hazard for pedestrians attempting to use this
crosswalk. There are currently no pedestrian push-buttons of signals for the
section of the crosswalk that crosses the channelized right-turn lane, which
increases the danger of this crossing. Pedestrians must cross the channelized
right-turn lane to the pedestrian refuge area to actuate the pedestrian phase.
o Sidewalk Conditions – Subsequent to the Road Safety Audit meeting, concerns
regarding corridor-wide sidewalk conditions were cited. Sidewalks along the
western edge of Mystic Avenue adjacent to the Temple Street intersection are
in above average condition due to recently completed work; however, minor
cracking obstructions, and some locations or minor heaving appear along the
corridor.
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Due to the proximity of the Interstate 93 viaduct and no development along the
east side of Mystic Avenue, sidewalks along the east side of Mystic Avenue are
limited to areas around MBTA bus stops. The current sidewalk just south of
Temple Street along Mystic Avenue is in fair condition; however, the sidewalk
is limited to approximately 40-feet in length, tapers into a gravel standing area,
and lacks a bus shelter.
 Bicycle Accommodations – Mystic Avenue, both north and south of the intersection, does
not provide sufficient shoulder width to safely accommodate bicycle traffic. It was noted
that there has been a sharp decrease in bicycle traffic along Mystic Avenue in the last few
years due, in part, to the personal safety concerns of bicyclist traversing the Mystic
Avenue corridor. Although no bicycle collisions occurred at the intersection, the lack of
bicycle shoulders and pavement condition remains a bicyclist safety concern as noted by
attendees who utilize this route by bicycle often.
It was suggested by an audit participant that bicycles should be prohibited along the
Mystic Avenue corridor. However this alternative was not found to be an appropriate
solution to issues related to bicycle accommodations and general user safety as Mystic
Avenue provides an important link between other bicycle facilities and the residential
neighborhoods to the west. Therefore, this suggestion was not included as part of the
potential future safety enhancements.
 Pavement Markings – Pavement markings are severely faded along Mystic Avenue and
Temple Road. This is also true of the crosswalk markings across all four approaches.
The lack of uniform pavement markings decreases the visibility of defined lane use that
experiences an increased amount of weaving and lane change movements, especially
along the northbound approach where vehicles weave from the two-lane right-turn
channel from Fellsway (Route 28) southbound. There is no centerline or edge line
striping along Temple Road below the Interstate 93 viaduct.
Image 5: Faded Pavement Marking Are Present Around the Intersection
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
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 Roadway Lighting – Although ambient light and street lighting are present along Mystic
Avenue, under-deck lighting along Temple Road below the Interstate 93 viaduct is
insufficient for both vehicular and pedestrian traffic. Night-time observations showed
that multiple street luminaries were not operational south of the intersection along Mystic
Avenue. Eleven (11) collisions occurred at the intersection during the periods between
late evening and early morning (6PM and 6AM) when the roadway is darkest.
 Transit Accommodations – Bus Stops are provided on both the northbound and
southbound approaches of Mystic Avenue south of Temple Street. Both bus stop
locations force MBTA buses to stop for passengers within an active travel lane because
there are no separate pull-outs. This causes immediate congestion within the intersection.
 Pavement Condition – It was observed that the pavement is in poor condition along
Mystic Avenue and along Temple Road below the Interstate 93 elevated roadway. These
observations showed locations of heaving and rutting along the outside of the roadway
near the curb lines, excessive cracking near drainage structures, and scattered pot-holes
which have repeatedly filled-in. MassDOT noted that there is no visible evidence of
“alligator cracking”, and therefore it is not anticipated that the pavement damage is a sub­
surface structural issue. The top-course damage could be corrected most likely by
pavement milling and an overlay of asphalt using their current standards for pavement
mix. Poor pavement conditions, such as rutting, may contribute to rear end collisions,
especially during wet weather. Pot holes and severely damaged pavement, similar to
debris, cause bicyclists and vehicles to swerve and operate in unpredictable paths.
Image 3: Pavement Condition Around a Drainage Manhole Within Intersection
 Roadway Debris – It was noted and observed that a large amount of roadway debris
currently lines the face of granite curb along the Mystic Avenue corridor. This includes
sand, beverage bottles, tree branches, and other litter. This debris creates obstacles for
bicyclist utilizing the shoulders along Mystic Avenue. As cyclists approach debris, they
may enter the vehicle paths to avoid it, which forces vehicles in the travel lanes to swerve
or to unexpectedly stop or slow. Although no collisions were attributed to a bicyclist
entering the travel lane, the potential for roadway debris remains a safety concern.
Page 13
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
 Signage – Several roadway sign deficiencies or omissions were observed during the field
visit, including:
o Street Name Signage - Temple Street and Temple Road street sign plaques are
absent from the intersection with Mystic Avenue. The only present street sign
is connected to the chain link fence below the Interstate 93 viaduct. This has
the potential to cause confusion for roadway users unfamiliar with the
roadway.
o Left-Turn on Green Signage – A “Left-Turn Yield on Green” (R10-12) sign is
attached to the mast arm pole on the northeast corner of the intersection facing
Mystic Avenue northbound. This sign is not clearly visible for vehicles
attempting to turn left due to its height on the mast arm pole and its location on
the far right side of the intersection.
o School Zone Signage – A school zone crossing warning sign (S1-1) is present
along Mystic Avenue northbound approach approximately 170 feet from the
STOP line. However, there is no school zone or school zone crossing located
near this sign. This sign is not appropriate at a signalized intersection.
o Pedestrian Crossing Signage – A pedestrian crossing warning sign (W11-2) is
present along Mystic Avenue southbound approach approximately 200 feet
from the STOP line. Pedestrian crossing warning signage is not utilized at
signalized intersection crossings. No mid-block crossing locations are present.
o No Turn on Red Signage – “No Turn on Red” (R10-11b) signage is present for
both the Temple Street and Temple Road approaches to the intersection. The
No Turn on Red sign for the Temple Street eastbound approach, which is
located on the signal post on the southeast corner of the intersection, is low on
the pole and may not be noticeable to motorist approaching the intersection. In
addition, the legends on these signs are partially worn off and may no longer be
conveying the proper message.
Image 4: Condition of No Turn on Red Signage on Southeast Corner of Intersection
Page 14
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
o Parking Signage under Interstate 93 – It was observed that parking is currently
allowed along Temple Road below the Interstate 93 viaduct. A Massachusetts
State Police representative noted that federal and national security standards
dictate that parking is prohibited in this location and that existing parking
signage should be removed and replaced with “No Parking” signage.
o No Truck Signage on Temple Road – A “No Trucks” sign (R5-2) is mounted on
the post for a guide sign (No Access to Assembly Square) under the I-93
viaduct. Due to the setback nature of the sign and the adjacent chain link
fence, the sign is not clearly visible to the Mystic Avenue approaches.
Many issues discussed during the Road Safety Audit meeting and described above are related to larger
corridor-wide safety deficiencies. Although not specifically described, items related to corridor-wide
safety issues have been separated out in the following Potential Safety Enhancement section.
Potential Safety Enhancements
After the site visit, audit participants returned to the meeting location to discuss the safety issues and
consider improvements. Audit participants were encouraged to consider both short and long term
improvements for each issue. Each improvement considered has been categorized as short-term, midterm,
or long-term. Additionally, a cost category has been assigned to each improvement based on the
definitions shown in Table 3.
Table 3.
Estimated Time Frame and Cost Breakdown
Time Frame
Short-Term
Mid-Term
Long-Term
Costs
<1 year
1-3 years
>3 years
Low
Medium
High
<$10,000
$10,000 - $50,000
>$50,000
The following improvements were suggested by audit participants to improve safety issues associated
with the intersection of Mystic Avenue / Temple Street / Temple Road.
 Consider improvement strategies related to roadway geometry and lane configurations.
Four separate strategies were discussed during the audit:
o In order to alleviate the left turn angle crashes, consider a Mystic Avenue
southbound left-turn restriction at Temple Road and divert left-turning
vehicles upstream to the existing left-turn movement and exclusive left-turn
lane at the intersection of Mystic Avenue / Shore Drive. Although the leftturning volumes to Shore Drive would only slightly increase, further
investigation should be completed to note potential safety issues for the leftturn along Mystic Avenue at Shore Drive to ensure that a left-turn
prohibition at Temple Street would not just transfer safety deficiencies
upstream. The exclusive left-turn lanes at Shore Drive are currently
negatively-offset. The left-turn restriction is a short-term, low-cost
improvement.
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Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
o As an alternative, slightly widen Mystic Avenue to provide opposing or
positive-offset left-turn lanes in both the northbound and southbound
direction to assist in reducing left-turn angle collisions both in the
northbound and southbound direction by improving the view for the leftturning vehicles. Based on the extremely low southbound left-turn volumes,
the addition of an exclusive left-turn may not be warranted. Minor
widening along Mystic Avenue is a long-term, high-cost improvement.
o Consider a slight realignment of existing lane striping to provide adequate
width for an exclusive left-turn lane on the Mystic Avenue southbound
approach to assist in the reduction of southbound left-turn angled collisions.
Based on the extremely low southbound left-turn volumes, the addition of
an exclusive left-turn may not be warranted. Slight roadway realignment by
restriping travel lanes to provide improved alignment and a southbound leftturn lane is a mid-term, high-cost improvement.
o Consider extending the exclusive northbound left-turn lane to provide
improved queue storage and reduce conflicts with northbound through
vehicles. The extension of the exclusive northbound left-turn lane is a mid­
term, mid-cost improvement and may require the reduction of on-street
parking along the west side of Mystic Avenue south of Temple Street.
 Consider the full reconstruction of the existing traffic signal
including new pedestrian countdown audible signal heads, vibratory
pushbutton, new mast arms, overhead traffic signal housings with
retro-reflective back plates, and a coordination-ready traffic signal
controller and cabinet. All traffic signal equipment should be
compliant with MUTCD standards. Consider incorporating a
flashing yellow arrow for permissive left turns. The flashing left
yellow arrow has shown to reduce the number of angle crashes during permissive
movements. Full reconstruction of the existing traffic signal is a long-term, high-cost
improvement. Minor improvements including the installation of pedestrian signal
equipment only is a short-term, mid-cost improvement
 Install new vehicle detection at the signalized intersection and adjust the traffic signal
control to operate as fully-actuated as intended. Repair the pedestrian call in the traffic
controller so that the pedestrian phase is not called every cycle. Minor improvements to
the traffic signal control are a short-term and low-cost improvement that should be
conducted by MassDOT immediately following the approval of the Road Safety Audit.
 Update signal timing and phasing plan based on current vehicular demand. In addition,
recalculate vehicular and pedestrian clearance intervals based on the appropriate travel
speeds and existing/future intersection geometry. Investigate the operational and safety
impacts of converting the exclusive pedestrian phase to a concurrent pedestrian phase. If
exclusive pedestrian phasing remains with proper clearances, it will likely result in high
vehicle delay. The preparation of capacity and queue analyses to confirm and provide
new signal timing and phasing is a short-term, low-cost improvement.
 Increase enforcement of traffic control measures at the intersection of Mystic Avenue /
Temple Street / Temple Road. Increase enforcement of the regulated “25 MPH” speed
limit along Mystic Avenue, red-light running, and aggressive driving. Enforcement of
Page 16
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
traffic controls is a short-term, low cost improvement and should be conducted by the
Massachusetts State Police who have jurisdiction along Mystic Avenue.
 Review MassDOT speed regulations for Mystic Avenue and repost the nearby speed limit
signage to comply with current MassDOT speed regulations. Conduct a speed study to
reestablish a legal speed limit on Mystic Avenue to allow for easier enforcement.
Conducting a speed study is a short-term, low-cost measure and should be conducted by
the Massachusetts State Police who have jurisdiction along Mystic Avenue.
 Consider the addition of “XX MPH” word pavement markings on the Mystic Avenue
approaches to the intersection to convey the proper speed limit and to complement speed
limit signage. Any such markings would require approval by MassDOT and should be
adjusted based on a current speed study to update the MassDOT Speed Regulations.
Installation of word pavement markings is a short-term, low-cost improvement.
 Consider removing the Mystic Avenue southbound channelized right-turn lane to create a
wider pedestrian standing zone, a shorter crossing distance across Temple Street, and
improve vehicle sight lines for pedestrians crossing Temple Street. The removal of a
southbound channelized right-turn lane is a long-term, high-cost improvement.
 Construct ADA accessible wheelchair ramps at each corner of the signalized intersection
with proper transition lengths and slope, tactile warning devices, and install accessible
push buttons. Consideration shall be given to installing a pedestrian crossing across
Mystic Avenue north of the intersection where a crosswalk is currently striped, but no
ramps or pedestrian signal equipment is present. The construction of ADA accessible
wheelchair ramps is a short-term, mid-cost improvement.
 Reconstruct the sidewalk along the easterly edge of Mystic Avenue, south of Temple
Street to provide improved connectivity between the curb ramps at the intersection and
the MBTA bus stop along the nearside approach. Install a bus shelter along the sidewalk,
being mindful of minimum horizontal sidewalk clearance requirements. The
reconstruction of sidewalk and bus shelter in this area is a mid-term, mid-cost
improvement.
 Consider slight widening along Mystic Avenue or restriping of existing travel lanes along
Mystic Avenue to provide improved bicycle shoulders or bike lanes along both the
western and eastern edges of Mystic Avenue. Any adjustment to corridor-wide lane
geometrics will likely impact the westerly side of Mystic Avenue due to the Interstate 93
viaduct retaining wall. Corridor wide lane geometric alterations are a long-term, highcost improvement.
 Consider striping shared-lane pavement markings, “sharrows” along both the Mystic
Avenue northbound and southbound approaches. Appropriate signage, such as “Share
the Road” signs (W16-1) should be installed with the application of “sharrows” along the
corridor. Striping of “sharrows” and share the road signage is a short-term, low-cost
improvement.

Restripe pavement markings, including: lane lines, stop bars, and crosswalks along all
four approaches to the intersection to provide improved clarity of lane delineation and
pedestrian access routes. Supplement lane markings with lane designation signage on the
Mystic Avenue approaches. Restriping of pavement markings and associated lane
designation signage in the vicinity of the intersection is a short-term, mid-cost
improvement.
Page 17
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
 Repair or install under-deck lighting along Temple Road below the Interstate 93 viaduct
to increase visibility and safety for vehicles and pedestrians traveling below the bridge.
Installation of underdeck lighting is a short-term, mid-cost improvement.
 Check and repair street lighting along Mystic Avenue along entire corridor to restore full
operation of all street lighting. This may only require bulb replacement. Minor repairs to
street lighting are a short-term, low-cost improvement and should be coordinated by
MassDOT and the electric utility company.
 Consider the construction of bus bays along both the Mystic Avenue northbound and
southbound bus stops to remove bus blockages from the through lanes along Mystic
Avenue. Consider the potential for new pedestrian desire lines with the creation of bus
bays. The construction of bus bays will require improvements and potential accessible
ramps on the adjacent sidewalks and may require the removal of trees, the potential
relocation of utilities, and permanent easements to abutting properties to provide proper
clearance around obstructions. Construction of bus bays is a long-term, mid-cost
improvement.
 Complete a milling and overlay of the pavement at the intersection of Mystic Avenue /
Temple Street / Temple Road and the adjacent intersection approaches to improve the
travel experience and safety for bicyclists and motorists. Repair any sections of the
roadways which may require more substantial structural improvements. Milling and
overlay of the intersection is a short-term, mid-cost improvement.
 Clear roadway debris and street sweep along the gutter lines of Mystic Avenue, Temple
Street, and Temple Road to improve the travel experience and safety for bicyclists and
motorists. Clearing roadway debris and street sweeping along the Mystic Avenue
corridor and Temple Street / Temple Road is a short-term, low-cost improvement and
shall be conducted by the entity which holds jurisdiction on each roadway.
 Increase school and neighborhood education for proper driving, walking, and bicycling
laws and regulations to improve safety of vehicles, pedestrians, and bicyclists along
Mystic Avenue and the adjacent busy corridors. Increasing education materials may
include pamphlets or school based safety sessions to discuss distracted driving or general
pedestrian and bicyclist safety. Increase public awareness through education is a shortterm, low-cost improvement.
 Install street name signage for Mystic Avenue, Temple Street, and Temple Road on all
approaches to the intersection to provide guidance to unfamiliar roadway users.
Installation of street name signage is a short-term, low-cost improvement.
 Install new No Right Turn of Red (R10-11b) signage for the Temple
Street and Temple Road approaches at standard heights. Consider
installation of electronic No Turn on Red blank-out signage, which
activates only during red intervals to maximize compliance. Installation
of new No Right Turn on Red signage is a short-term, low-cost
improvement.
 Install new Left-Turn on Green (R10-12) signage for the Mystic Avenue northbound
approach (pending the continuation of permitted phasing) at standard height. Installation
of new Left-Turn on Green signage is a short-term, low-cost improvement.
Page 18
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
 Remove current signage and install No Parking (R7-1) signage on Temple Road below
Interstate 93 elevated highway to comply with homeland security standards. As per the
Traffic Control Agreement between Commonwealth of Massachusetts Department of
Public Works (presently MassDOT) and the City of Somerville dated July 2, 1969, a no
parking zone should be established along Temple Street / Temple Road, between Bailey
Road and a point 50 feet west of Mystic Avenue. Removal and installation of no parking
signage is a short-term, low-cost improvement.
 Remove school zone signage south of the intersection and pedestrian crossing signage
north of the intersection to decrease sign clutter along corridor. Should the St. Polycarp
School be reoccupied in the future, the City of Somerville should investigate the
installation of school zone flashers and properly located school zone signage along
Temple Street. Removal of these signs is a short-term, low-cost improvement.
 Relocate the No Trucks (R5-2) sign to a location along Temple Road to be visible for
vehicles travelling along Mystic Avenue. Relocation of the No Truck signage is a shortterm, low-cost improvement.
Mystic Avenue Corridor-Wide Potential Safety Enhancements
The following improvements were suggested by audit participants to improve safety issues associated
with the Mystic Avenue corridor:
 Incorporate signal coordination along the Mystic Avenue corridor between the Fellsway
(Route 28) and the Interstate 93 Interchange 30 Ramps. Signal coordination will require
substantial upgrades to the existing traffic signal controllers and will require significant
installation of signal interconnect conduit between intersections outside line of sight.
Incorporating signal coordination along the Mystic Avenue corridor is a long-term, highcost improvement.
 Conduct a Mystic Avenue Corridor Study to investigate additional corridor-wide
operational and safety deficiencies along Mystic Avenue in Somerville and Medford.
Discuss opportunities for corridor-wide access management, operational improvements,
and additional safety enhancements. The conduction of a Mystic Avenue Corridor Study
is a long-term, mid-cost task.
 Consider signalizing the channelized right-turn lane from the Fellsway (Route 28) to
Mystic Avenue (opposite Grant Street) as part of the existing traffic signal at the
intersection of Mystic Avenue / Grant Street. This will provide improved flow out of the
channelized right-turn lane and improve the weave movement between Grant Street and
Temple Street. As most of the signal infrastructure at this intersection exists,
signalization of this approach is a mid-term, mid-cost improvement.
 Install way-finding signs and pavement markings to direct bicyclists / pedestrians who
travel through the area away from the section of Mystic Ave between the Fellsway
(Route 28) and the Mystic Valley Parkway (Route 16) to the more appropriate and less
congested bicycle routes, such as the Mystic River Reservation Bike Path which runs
parallel to Mystic Avenue and Interstate 93 against the Mystic River. Installation of
bicycle / pedestrian way-finding signs and pavement markings is a short-term, low-cost
improvement.
 Similar to improvements noted for the intersection of Mystic Avenue / Temple Street /
Temple Road, consider striping shared-lane pavement markings, “sharrows” along the
Page 19
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Mystic Avenue corridor. Appropriate signage, such as the “Share the Road” sign (W16­
1) should be installed with the application of “sharrows” along the corridor. Striping of
“sharrows” and share the road signage is a short-term, low-cost improvement.
 Complete sidewalk and accessible ramp improvements along the west side of the Mystic Avenue Corridor. Minimum horizontal clearance should be applied corridor wide. Construction of sidewalk and accessible ramp improvements along Mystic Avenue is a long-term, high-cost improvement.  Consider the construction of a dedicated shared-use path or cycle track adjacent to Mystic Avenue along the corridor. The construction of a dedicated shared-use path or cycle
track will require substantial widening of Mystic Avenue to meet MassDOT cross-
sectional design standards and require significant right-of-way takings from adjacent
private property. This does not appear to be a viable alternative due to the proximity to I­
93 to the east and numerous residential and commercial buildings close to the roadway on the west side of Mystic Avenue. Construction of a dedicated multi-use path or cycle track is a long-term, high-cost improvement. Summary of Road Safety Audit
Based on the observations and discussions, the RSA team identified safety issues at the intersection of
Mystic Avenue / Temple Street / Temple Road. Further evaluation and design work may be necessary to
develop safety enhancements to the roadway and intersections. The safety issues are summarized in
Table 4.
For each safety issue, the RSA team has described the potential safety enhancement, its potential safety
payoff, the estimated time frame for completion, the estimated construction cost, and the jurisdictional
agency. The current scope of improvements will continue to be refined through coordination between the
Project Team, the City of Somerville, and MassDOT. As design plans are in the 25% Design phase, all
potential safety enhancements noted in this report will be incorporated into the design to the greatest
extent possible or justification provided within the FDR or Design Exception Report as to why each item
is not included.
Page 20
Signal Equipment
Medium
Install new vehicle detection at the signalized intersection and
adjust the traffic signal control to operate as fully-actuated as
intended. Repair the pedestrian call in the traffic controller so
that the pedestrian phase is not called every cycle.
High
Consider the full reconstruction of the existing traffic signal
including new pedestrian countdown audible signal heads,
vibratory pushbutton, new mast arms, overhead traffic signal
housings with retro-reflective back plates, flashing yellow
arrows, and a coordination-ready traffic signal controller and
cabinet.
Medium
Medium
Consider extending the exclusive northbound left-turn lane to
provide improved queue storage and reduce conflicts with
northbound through vehicles.
Install minor pedestrian traffic signal improvements to the
existing signal including the installation of pedestrian signal
equipment.
Medium
Consider a slight realignment of existing lane striping to
provide adequate width for an exclusive left-turn lane on the
Mystic Avenue southbound approach to assist in the
reduction of southbound left-turn angled collisions.
High
Slightly widen Mystic Avenue to provide opposing or positiveoffset left-turn lanes in both the northbound and southbound
direction to assist in reducing left-turn angle collisions both in
the northbound and southbound direction by improving the
Roadway Geometry and Lane
view for the left-turning vehicles.
Configurations
Safety Payoff
High
Potential Safety Enhancement
Potential Safety Enhancement Summary
Consider a Mystic Avenue southbound left-turn restriction at
Temple Road and divert left-turning vehicles upstream to the
existing left-turn movement and exclusive left-turn lane at the
intersection of Mystic Avenue / Shore Drive.
Safety Issue
Table 4.
Prepared by TEC, Inc.
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Short-Term
Short-term
Long-term
Mid-Term
Mid-term
Long-term
Short-Term
Time Frame
Low
Mid
High
Mid
High
High
Low
Cost
Page 21
MassDOT
MassDOT
MassDOT
MassDOT
MassDOT
MassDOT
MassDOT / City
of Somerville
Responsibility
Pedestrian Accommodations
Construct ADA accessible wheelchair ramps at each corner of
the signalized intersection with proper transition lengths and
slope, tactile warning devices, and install accessible push
buttons.
Consider removing the Mystic Avenue southbound
channelized right-turn lane to create a wider pedestrian
standing zone, a shorter crossing distance across Temple
Street, and improve vehicle sight lines for pedestrians
crossing Temple Street.
Low
Medium
Low
Medium
Review MassDOT speed regulations for Mystic Avenue and
repost the nearby speed limit signage to comply with current
MassDOT speed regulations. Conduct a speed study to
reestablish a legal speed limit on Mystic Avenue to allow for
easier enforcement.
Traffic Violation Enforcement
Consider the addition of “XX MPH” word pavement markings
on the Mystic Avenue approaches to convey the proper speed
limit and to complement speed limit signage.
Medium
Increase enforcement of traffic control measures at the
intersection of Mystic Avenue / Temple Street / Temple Road.
Increase enforcement of the regulated “25 MPH” speed limit
along Mystic Avenue, red-light running, and aggressive
driving.
Signal Phasing and Retiming
Vehicle Speeds
High
Update signal timing and phasing plan based on current
vehicular demand. In addition, recalculate vehicular and
pedestrian clearance intervals based on the appropriate travel
speeds and existing/future intersection geometry. Investigate
the operational and safety impacts of converting the exclusive
pedestrian phase to a concurrent pedestrian phase.
Safety Payoff
Potential Safety Enhancement
Safety Issue
Table 4 Continued.
Potential Safety Enhancement Summary
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Short-term
Long-Term
Short-Term
Short-Term
Short-Term
Short-Term
Time Frame
Mid
High
Low
Low
Low
Low
Cost
Page 22
MassDOT
MassDOT
MassDOT
MassDOT /
Massachusetts
State Police
Massachusetts
State Police
MassDOT
Responsibility
Pedestrian Accommodations
(Continued)
Bus Bays
Lighting
Pavement Markings
Bike Accommodations
Reconstruct the sidewalk along the easterly edge of Mystic
Avenue, south of Temple Street to provide improved
connectivity between the curb ramps at the intersection and
the MBTA bus stop along the nearside approach. Install a
bus shelter along the sidewalk, being mindful of minimum
horizontal sidewalk clearance requirements.
Low
Consider the construction of bus bays along both the Mystic
Avenue northbound and southbound bus stops to remove bus
blockages from the through lanes along Mystic Avenue.
Consider the potential for new pedestrian desire lines with the
creation of bus bays.
Medium
Repair or install under-deck lighting along Temple Road
below the Interstate 93 viaduct to increase visibility and safety
for vehicles and pedestrians traveling below the bridge.
Low
Medium
Restripe pavement markings, including: lane lines, stop bars,
and crosswalks along all four approaches to the intersection
to provide improved clarity of lane delineation and pedestrian
access routes.
Check and repair street lighting along Mystic Avenue along
entire corridor to restore full operation of all street lighting.
This may require only bulb replacement.
Medium
Medium
Low
Safety Payoff
Consider striping shared-lane pavement markings, “sharrows”
along both the Mystic Avenue northbound and southbound
approaches. Appropriate signage, such as “Share the Road”
signs (W16-1) should be installed with the application of
“sharrows” along the corridor.
Consider slight widening along Mystic Avenue or restriping of
existing travel lanes along Mystic Avenue to provide improved
bicycle shoulders or bike lanes along both the western and
eastern edges of Mystic Avenue.
Potential Safety Enhancement
Safety Issue
Table 4 Continued.
Potential Safety Enhancement Summary
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Long-Term
Short-term
Short-term
Short-Term
Short-term
Long-Term
Mid-Term
Time Frame
Mid-Cost
Low
Mid
Mid
Low
High-Cost
Mid-Cost
Cost
Page 23
MassDOT /
MBTA
MassDOT
MassDOT
MassDOT
MassDOT
MassDOT
MassDOT/
MBTA
Responsibility
Low
Low
Install new No Right Turn of Red (R10-11b) signage for the
Temple Street and Temple Road approaches at standard
heights. Consider installation of electronic No Turn on Red
blank-out signage.
Remove current signage and install No Parking (R7-1)
signage on Temple Road below Interstate 93 elevated
highway to comply with homeland security standards.
Low
Install street name signage for Mystic Avenue, Temple Street
and Temple Road on all approaches to the intersection to
provide guidance to unfamiliar roadway users.
Education
Low
Low
Increase school and neighborhood education for proper
driving, walking, and bicycling laws and regulations to
improve safety of vehicles, pedestrians, and bicyclists along
Mystic Avenue and the adjacent busy corridors. Increasing
education materials may include pamphlets or school based
safety sessions to discuss distracted driving or general
pedestrian and bicyclist safety.
Debris Removal
Install new Left-Turn on Green (R10-12) signage for the
Mystic Avenue northbound approach (pending the
continuation of permitted phasing) at standard height.
Low
Clear roadway debris and street sweep along the gutter lines
of Mystic Avenue, Temple Street, and Temple Road to
improve the travel experience and safety for bicyclists and
motorists.
Mill and Overlay
Signage
Low
Complete a milling and overlay of the pavement at the
intersection of Mystic Avenue / Temple Street / Temple Road
and the adjacent intersection approaches to improve the
travel experience and safety for bicyclists and motorists.
Safety Payoff
Potential Safety Enhancement
Safety Issue
Table 4 Continued.
Potential Safety Enhancement Summary
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Short-Term
Short-Term
Short-Term
Short-Term
Short-term
Short-term
Short-Term
Time Frame
Low
Low
Low
Low
Low
Low
Mid-Cost
Cost
Page 24
MassDOT
MassDOT
MassDOT
MassDOT / City
of Somerville
MassDOT / City
of Somerville
MassDOT / City
of Somerville
MassDOT / City
of Somerville
Responsibility
Signage
(Continued)
Safety Issue
Table 4 Continued.
Low
Low
Supplement lane markings with lane designation signage on
the Mystic Avenue approaches.
Low
Safety Payoff
Relocate the No Trucks (R5-2) sign to a location along
Temple Road to be visible for vehicles travelling along Mystic
Avenue.
Remove school zone signage south of the intersection and
pedestrian crossing signage north of the intersection to
decrease sign clutter along corridor.
Potential Safety Enhancement
Potential Safety Enhancement Summary
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Short-Term
Short-Term
Short-Term
Time Frame
Low
Low
Low
Cost
Page 25
MassDOT
MassDOT
MassDOT
Responsibility
High
Medium
Medium
Low
Low
Low
Low
Conduct a Mystic Avenue Corridor Study to investigate
additional corridor-wide operational and safety deficiencies in
Somerville and Medford. Discuss opportunities for corridorwide access management, operational improvements, and
additional safety enhancements.
Consider signalizing the channelized right-turn lane from the
Fellsway (Route 28) to Mystic Avenue (opposite Grant Street)
as part of the existing traffic signal at the intersection of
Mystic Avenue / Grant Street.
Install way-finding signs at various locations along Mystic
Avenue between the Fellsway (Route 28) and the Mystic
Valley Parkway (Route 16) to direct bicyclists / pedestrians to
the more appropriate and less congested bicycle routes
Similar to improvements noted for the intersection of Mystic
Avenue / Temple Street / Temple Road, consider striping
shared-lane pavement markings, “sharrows” along the Mystic
Avenue Corridor.
Complete sidewalk and accessible ramp improvements along
the west side of the Mystic Avenue Corridor.
Consider the construction of a dedicated shared-use path or
cycle track adjacent to Mystic Avenue along the corridor. .
This does not appear to be a viable alternative due to the
proximity to I-93 to the east and numerous residential and
commercial buildings close to the roadway on the west side of
Mystic Avenue.
Safety Payoff
Incorporate signal coordination along the Mystic Avenue
corridor between the Fellsway (Route 28) and the Interstate
93 Interchange 30 Ramps.
Potential Safety Enhancement
Potential Corridor-Wide Safety Enhancement Summary
Corridor Wide Improvements
Safety Issue
Table 5.
Prepared by TEC, Inc.
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Long-term
Long-Term
Short-term
Short-term
Mid-term
Long-Term
Long-term
Time Frame
High
High
Low
Low
Mid
Mid to HighCost
High
Cost
Page 26
MassDOT
MassDOT
MassDOT
MassDOT / City
of Somerville
MassDOT
MassDOT / City
of Somerville /
City of Medford
MassDOT
Responsibility
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Appendix A. RSA Meeting Agenda Road Safety Audit
LOCATION
Meeting Location:
Somerville City Hall – 3rd Floor Conference Room
93 Highland Avenue
Somerville, Massachusetts
Monday May 5, 2014
10:00 AM – 12:00 PM
Type of meeting:
High Crash Location – Road Safety Audit
Attendees:
Invited Participants to Comprise a Multidisciplinary Team
Please bring:
Thoughts and Enthusiasm!!
10:00 AM
Welcome and Introductions
10:15 AM
Review of Site Specific Material
 Crash and Speed Summaries– provided in advance
 Existing Geometries and Conditions
10:45 AM
Visit the Site
 Drive to Mystic Avenue @ Temple Street
 As a group, identify areas for improvement
11:30 AM
Post Visit Discussion / Completion of RSA
 Discuss observations and finalize findings
 Discuss potential improvements and finalize recommendations
12:00 PM
Adjourn for the Day – but the RSA has not ended
Instructions for Participants:
 Before attending the RSA on May 5, participants are encouraged to drive through
the intersection and complete/consider elements on the RSA Prompt List with a
focus on safety.
 All participants will be actively involved in the process throughout. Participants
are encouraged to come with thoughts and ideas, but are reminded that the
synergy that develops and respect for others’ opinions are key elements to the
success of the overall RSA process.
 After the RSA meeting, participants will be asked to comment and respond to the
document materials to assure it is reflective of the RSA completed by the
multidisciplinary team.
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Appendix B. RSA Audit Team Contact List Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Date:
May 5, 2014
Audit Team Members
Name
Keith Arnold
Sara Timoner
Corey O’Connor
Yuan Liu
Bill Kuttner
Sarah Spicer
Hayes Morrison
Terence Smith
Suzanne Rinfret
David Hudson
Sgt. Stephen Altieri
Samuel Gregorio, E.I.T.
Kevin Dandrade, P.E.
Location: 93 Highland Avenue, Somerville, MA
Agency/Affiliation
Agency
MassDOT District 4
MassDOT District 4
MassDOT Traffic Safety
MassDOT Traffic Safety
CTPS
City of Somerville
City of Somerville
City of Somerville
City of Somerville
Shape Up Somerville
Massachusetts State Police
TEC, Inc.
TEC, Inc.
Email Address
Email
Keith.Arnold@state.ma.us
Sara.Timoner@state.ma.us
Corey.OConnor@state.ma.us
Yuan.Liu@state.ma.us
bkuttner@ctps.org
sspicer@somervillema.gov
hmorrison@somervillema.gov
tsmith@somervillema.gov
srinfret@somervillema.gov
dhudson@somervillema.gov
Stephen.altieri@pol.state.ma.us
sgregorio@theengineeringcorp.com
kdandrade@theengineeringcorp.com
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Appendix C. Detailed Crash Data Crash Data Summary Charts
Mystic Avenue and Temple Street ‐ Somerville, Massachusetts
1/1/2009 ‐ 12/31/2013
Mystic Avenue @ Temple Street
32
Month
January
February
March
April
May
June
July
August
September
October
November
December
#
5
2
3
0
0
7
4
1
0
5
2
3
%
16%
6%
9%
0%
0%
22%
13%
3%
0%
16%
6%
9%
25%
Day of Week
Sunday
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
#
4
4
3
8
3
5
5
%
13%
13%
9%
25%
9%
16%
16%
30%
Time of Day
12AM‐3AM
3AM‐6AM
6AM‐9AM
9AM‐12PM
12PM‐3PM
3PM‐6PM
6PM‐9PM
9PM‐12PM
#
1
2
4
8
6
3
4
4
%
3%
6%
13%
25%
19%
9%
13%
13%
30%
25%
20%
15%
10%
5%
0%
Manner of Collision
Single Vehicle
Rear‐end
Angled
Head‐on
Sideswipe
Pedestrian / Bicycle
Unknown / Other
#
2
11
12
3
2
2
0
%
6%
34%
38%
9%
6%
6%
0%
40%
Weather Conditions
Clear
Cloudy
Rain
Snow
Fog, Smog, Smoke
Unknown / NR
#
23
1
3
0
0
5
%
72%
3%
9%
0%
0%
16%
80%
60%
40%
20%
0%
Road Surface
Dry
Wet
Snow
Unknown / NR
#
27
5
0
0
%
84%
16%
0%
0%
100%
Crash Severity
Property Damage Only
Non‐Fatal Injury
Fatal Injury
Unknown / NR
#
24
8
0
0
%
75%
25%
0%
0%
100%
50%
0%
Main Contributing Factor from Narrative
Following too Closely
Visibility Obstructed
Failure to Yield Right‐Of‐Way to Pedestrian
Failure to Yield Right‐Of‐Way
Innattention / Distracted
Excessive Speed
Failure to Use Care of Stopping
Make Improper Turn
Failure to Keep in Proper Lane
No Improper Driving
Erractic Driving
#
3
1
2
11
2
3
7
1
3
1
1
%
9%
3%
6%
34%
6%
9%
22%
3%
9%
3%
3%
T0233_Somerville_Crash Data Summary Table
20%
15%
10%
5%
0%
20%
10%
0%
30%
20%
10%
0%
Single
Vehicle
Rear‐end
Clear
Angled
Cloudy
Head‐on Sideswipe Pedestrian Unknown /
/ Bicycle
Other
Rain
Snow
Fog, Smog,
Smoke
Unknown /
NR
50%
0%
Dry
Wet
Snow
Unknown / NR
Property Damage
Only
Non‐Fatal Injury
Fatal Injury
Unknown / NR
40%
35%
30%
25%
20%
15%
10%
5%
0%
Sheet 1 of 1
Crash Data Summary Table
Crash Diagram Reference Crash Date
Mystic Avenue (Route 38) and Temple Street ‐ Somerville, Massachusetts
1/1/2009‐ 1/23/2014
Time of Day of Week Day
Manner of Collision
Weather Light Condition Condition
Road Surface
Driver Conributing Code (by Narritive Description)
Ages
Crash Severity
Non‐Fatal Injury
D1
D2
34
32
1
1/13/2009
Tuesday
9:06 PM
Angle
Dark‐Lighted
Unknown
Dry
Failure to keep in proper lane
2
6/27/2009
Saturday
12:25 PM
Angle
Daylight
Clear
Dry
Failure to yield the right‐of‐way / Visibility obstructed
Property Damage Only
64
22
3
10/7/2009
Wednesday
9:20 AM
Rear‐end
Daylight
Rain
Wet
Following to closely
Non‐Fatal Injury
54
36
4
10/7/2009
Wednesday
11:56 AM
Pedestrian
Daylight
Rain
Wet
Failure to yield right‐of‐way to pedestrian / Failure to use care stopping
Non‐Fatal Injury
23
73
5
12/12/2009
Saturday
10:40 PM
Angle
Dark‐Lighted
Clear
Dry
Failure to yield the right‐of‐way
Property Damage Only
36
20
6
1/15/2010
Friday
11:25 AM
Rear‐end
Daylight
Clear
Dry
Failure to use care stopping
Property Damage Only
49
42
7
6/4/2010
Friday
1:35 PM
Rear‐end
Daylight
Unknown
Dry
Failure to use care stopping
Property Damage Only
8
6/18/2010
Friday
10:24 AM
Rear‐end
Daylight
Clear
Dry
Failure to use care stopping
Non‐Fatal Injury
9
7/5/2010
Monday
1:05 PM
Angle
Daylight
Clear
Dry
Marked Lane Violation
Property Damage Only
D3
37
24
20
41
62
28
50
51
Unk
Unk
7/14/2010
Wednesday
9:30 AM
Rear‐end
Daylight
Unknown
Dry
Failure to use care stopping
Property Damage Only
51
33
26
11
7/24/2010
Saturday
7:30 PM
Rear‐end
Daylight
Clear
Dry
Driver Inattention
Property Damage Only
50
34
Unk
12
12/14/2010
Tuesday
12:35 PM
Rear‐end
Daylight
Clear
Dry
Driver Inattention
Property Damage Only
55
Unk
13
1/7/2011
Friday
10:35 PM
Head‐On
Dark‐Lighted
Clear
Wet
Failure to yield the right‐of‐way
Property Damage Only
27
23
3/28/2011
Monday
6:09 AM
Angle
Daylight
Clear
Dry
Failure to yield the right‐of‐way
Property Damage Only
23
15
6/25/2011
Saturday
3:35 AM
Single Vehicle Crash
Dark‐Lighted
Unknown
Dry
Operating vehicle in erratic, reckless, careless, negligent or aggressive manner
Property Damage Only
Unk
Sheet 1 of 3
MV1 slid on wet roadway crossing stop line and crosswalk and struck pedestrian crossing within marked crosswalk.
MV1 travelling north along Mystic Aveneue attempting to turn west onto Temple Street when struck by MV2 travelling south along Mystic Avenue.
MV1 and MV2 stopped for traffic when MV1 struck MV2 in the rear causing MV2 to strike MV3.
Unk
14
65
Comments
V2 in left‐turn lane. MV1 cuts in front of V2 causing crash. MV1 states says he did not view MV2 in the left‐turn lane.
MV2 travelling north on Mystic Avenue with a green light. MV1 taking left‐turn from Mystic Ave south to Temple Street. MV2 did not see MV1 due to obstructed view.
MV2 stopped at traffic signal waiting to turn left when struck by MV1 from behind.
10
T:\T0233\5 Somerville\Design\Tech\Traffic\T0233_Somerville_Crash Data Summary Table.xlsx
D4
MV4 travelling northbound on Mystic Avenue with slowed traffic. MV3 could not brake in time and struck MV3 who subsequently struck MV2, who subsequently struck MV1.
MV1, MV2, MV3 all stopped or slowing in traffic. Operator of MV4 (TT UNIT) failed to use care when stopping and crashed into rear of MV3 who subsequently struck MV2, who subsequently struck MV1.
MV1 travelling north of Mystic Ave approaching Temple Street in the left‐turn lane when MV2 tavelling ahead of her in the middle land attempted to make U‐turn. MV2 crosses into left‐turn lane and strikes MV1.
MV1, MV2, MV3 all travelling south on Mystic Avenue in heavy traffic. MV3 and MV2 stopped in traffic at red traffic signal. MV1 rear‐ends MV2 who subsequently strikes MV3.
MV3 slowing to a stop at red traffic light. MV2 slowing in traffic behind MV3. MV1 rear‐ends MV2 who subsequently strikes MV3. MV1 admits to being distracted. MV3 continues on without stopping.
MV1 travelling south on Mystic Avenue distracted by tow‐
truck and MSP crusier in northbound lanes, strikes MV2 from behind.
MV1 turning left onto Temple Street from Mystic Avenue northbound. MV2 travelling straight ahead on Mystic Avenue southbound. MV1 continued to turn while MV2 approached and strikes MV2.
MV1 travelling south on Mystic Avenue in the right lane while MV2 was turning left onto Temple Street from Mystic Avenue northbound. MV2 failed to realize that MV1 was travelling straight and cut‐off MV1. MV1 sideswipe/head‐on MV2.
MV1 travelling south on Mystic Avenue losses control and crosses all travel lanes to the left and crashes into the I‐93 wall. Operator fled scene.
Crash Data Summary Table
Crash Diagram Reference Crash Date
Mystic Avenue (Route 38) and Temple Street ‐ Somerville, Massachusetts
1/1/2009‐ 1/23/2014
Time of Day of Week Day
Manner of Collision
Weather Light Condition Condition
Road Surface
Driver Conributing Code (by Narritive Description)
Ages
Crash Severity
D1
D2
16
10/26/2011
Wednesday
12:45 PM
Angle
Daylight
Unknown
Dry
Make an improper turn
Non‐Fatal Injury
68
24
17
10/26/2011
Wednesday
3:15 PM
Angle
Daylight
Clear
Dry
Failure to yield the right‐of‐way
Property Damage Only
45
52
18
2/6/2012
Monday
6:15 PM
Angle
Dark‐Lighted
Clear
Dry
Exceeding authorized speed limit
Non‐Fatal Injury
33
23
19
2/15/2012
Wednesday
11:40 AM
Rear‐end
Daylight
Cloudy
Dry
Failure to use care stopping
Property Damage Only
34
25
20
3/28/2012
Wednesday
1:35 PM
Sideswipe, same direction
Daylight
Clear
Dry
Failure to keep in proper lane
Property Damage Only
46
37
21
6/6/2012
Wednesday
12:20 AM
Sideswipe, same direction
Dark‐Lighted
Clear
Dry
Exceeding authorized speed limit
Property Damage Only
Unk
Unk
22
6/21/2012
Thursday
4:42 PM
Rear‐end
Daylight
Clear
Dry
Following to closely
Property Damage Only
42
20
23
7/9/2012
Monday
8:00 AM
Angle
Daylight
Clear
Dry
Failure to yield the right‐of‐way
Property Damage Only
48
46
24
10/21/2012
Sunday
3:36 AM
Single Vehicle Crash
Dark‐Lighted
Clear
Dry
Exceeding authorized speed limit
Property Damage Only
Unk
25
6/30/2013
Sunday
11:41 AM
Angle
Daylight
Clear
Dry
Failure to yield the right‐of‐way
Property Damage Only
35
35
26
8/13/2013
Tuesday
7:05 AM
Pedestrian
Daylight
Clear
Dry
Failed to yield right‐of‐way to pedestrian / Failure to use care stopping
Non‐Fatal Injury
39
75
27
11/10/2013
Sunday
6:30 PM
Angle
Dark‐Lighted
Clear
Dry
Failure to yield the right‐of‐way
58
29
Property Damage Only
28
11/14/2013
Thursday
9:08 AM
Head‐On
Daylight
Clear
Dry
Failure to yield the right‐of‐way
Property Damage Only
48
31
29
12/1/2013
Sunday
6:10 PM
Rear‐end
Dark‐Lighted
Rain
Wet
No Improper Driving
Property Damage Only
23
20
T:\T0233\5 Somerville\Design\Tech\Traffic\T0233_Somerville_Crash Data Summary Table.xlsx
Sheet 2 of 3
D3
Unk
30
D4
Comments
MV2 travelling on Mystic Avenue northbound in the right lane and made a U‐turn across two lanes when struck by MV1. Operator of MV2 stated he was unaware that U‐turns were not allowed across DYCL.
MV2 travelling south on Mysitc Avenue when MV1 attempted to turn left from Mystic Avneue northbound onto Temple Street and cross driectly into path of MV2. Operator of MV1 stated he never saw MV2.
MV1 travelling straight ahead on Mystic Avenue northbound when MV2 collided with her. MV2 making left‐turn from Mystic Avenue southbound onto Temple Street. MV1 travelling a high rate of speed.
MV2 stopped on Mystic Avenue northbound when struck in rear by MV1 due to sudden stop caused by Somerville Police Vehicle going through intersection against the traffic signal with emergency sirens activated.
MV1 and MV2 both tavelling north on Mystic Avenue. MV1 forced over DYCL into oncoming traffic and then struck on back side by MV2. MV2 stated that MV1 tried to pass MV1 by driving on the wrong side of DYCL and struck his right front bumper.
MV1 and MV2 struck by unknown vehicle travellling at high rate of speed. MV1 struck first then forced into MV2.
MV1 rear‐ended MV2 both travelling south on Mystic Avenue. No further description.
MV1 travelling westbound on Temple Street and going straight across Mystic Avenue with a green light. MV2 travelling eastbound on Temple Street attempted left‐turn left‐turn in front of MV1.
MV1 tavelling north on Mystic Avenue lost control of vehicle on the right turn onto Temple Street, hit the curb and his vehicle drove up on to the sidewalk.
MV1 travelling northbound on Mystic Avenue turning left strikes MV2 travelling southbound on Mystic Avenue. MV1 admitted responsibliity for collision.
MV1 attempting to make a left‐turn from Mystic Avenue northbound with green light and struck pedestrian in crosswalk whom had "DON’T WALK". MV2 travelling Mystic Avenue northbound with green light. MV1 turning left from Mystic Avenue southbound. MV2 strikes MV1 stating she did not see MV1 blocked by vehicle in left‐turn lane. Potential red light running. MV2 travelling westbound on Temple Street attempting to cross over Mystic Avenue to continue straight. MV1 travelling eastbound on Temple Street attempting to turn left onto Mystic Avenue northbound. MV2 strikes MV1 head‐on.
Unknown vehicle cuts‐off MV1 travelling northbound on Mysitc Avenue south of Temple Street. MV1 breaks to prevent collision with unknown vehicle. MV2 rear‐ends MV1 who is subsequently rear‐ended by MV3. No information on unknown vehicle.
Crash Data Summary Table
Crash Diagram Reference Crash Date
Mystic Avenue (Route 38) and Temple Street ‐ Somerville, Massachusetts
1/1/2009‐ 1/23/2014
Time of Day of Week Day
Manner of Collision
Weather Light Condition Condition
Road Surface
Driver Conributing Code (by Narritive Description)
Ages
D1
D2
D3
D4
30
1/11/2014
Saturday
10:50 PM
Head‐On
Dark‐Lighted
Clear
Wet
Failure to yield the right‐of‐way
Non‐Fatal Injury
19
21
31
1/23/2014
Thursday
7:00 AM
Rear‐end
Daylight
Clear
Dry
Following to closely
Property Damage Only
38
39
Comments
MV1 travelling east on Temple Street attempting a left‐turn onto Mystic Avenue striking MV2 head‐on. MV2 was travelling west on Temple Street crossing straight.
Both MV1 and MV2 travelling southbound on Mystic Avenue in traffic when MV2 stopped due to traffic and MV1 rear‐
ended MV2.
34
MV1 turning left from Temple Street onto Mystic Avenue northbound strikes MV2 travelling straight on Temple Street westbound. MV1 admits he was not paying attention.
32
3/21/2014
Friday
3:40 PM
Angle
Daylight
Clear
Dry
T:\T0233\5 Somerville\Design\Tech\Traffic\T0233_Somerville_Crash Data Summary Table.xlsx
Failure to yield the right‐of‐way
Sheet 3 of 3
Crash Severity
Property Damage Only
45
Road Safety Audit – Mystic Avenue @ Temple Street / Temple Road - Somerville, Massachusetts
Prepared by TEC, Inc.
Appendix D. ATR Data Innovative Data, LLC
Location: Mystic Avenue
Location: N of Temple Street
Location: Somerville, Massachusetts
Client: The Engineering Corp.
Start
10-Apr-14
Southbound
Time
Thu
A.M.
P.M.
12:00
35
217
12:15
16
220
12:30
19
204
12:45
12
206
01:00
11
202
01:15
12
198
01:30
9
232
01:45
12
204
02:00
9
214
02:15
6
224
02:30
7
220
02:45
6
183
03:00
6
226
03:15
6
194
03:30
8
208
03:45
12
214
04:00
17
216
04:15
26
238
04:30
30
220
04:45
58
250
05:00
73
228
284
05:15
110
308
05:30
182
294
05:45
230
271
06:00
246
06:15
298
226
06:30
314
250
06:45
348
220
07:00
312
193
07:15
302
197
07:30
320
192
07:45
306
159
314
08:00
164
309
08:15
164
336
08:30
136
332
08:45
121
09:00
306
130
09:15
316
112
09:30
306
124
09:45
326
86
10:00
284
78
10:15
252
90
10:30
218
88
10:45
246
70
11:00
226
60
11:15
227
47
11:30
209
46
11:45
215
31
Total
7780
8659
Day Total
16439
% Total
23.1%
25.7%
Peak
Vol.
P.H.F.
08:00
1291
0.961
05:15
1157
0.939
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Northbound
A.M.
P.M.
60
250
55
228
44
189
40
210
21
240
19
212
14
236
20
270
27
256
24
352
14
293
15
352
16
313
14
382
18
370
14
346
384
24
397
30
396
41
379
44
49
370
61
371
72
400
96
368
100
372
116
314
150
302
148
243
206
235
232
242
247
197
262
246
261
182
271
174
234
162
204
154
189
141
162
144
229
129
179
134
189
102
184
112
200
101
187
86
216
81
221
64
231
70
234
58
5684
11609
17293
16.9%
34.4%
07:30
1041
0.960
04:00
1556
0.980
Combined
A.M.
P.M.
95
467
71
448
63
393
52
416
32
442
31
410
23
468
32
474
36
470
30
576
21
513
21
535
22
539
20
576
26
578
26
560
41
600
56
635
71
616
102
629
122
598
655
171
708
254
662
326
643
346
414
540
464
552
496
463
518
428
534
439
567
389
568
405
575
346
580
338
570
298
536
275
495
271
478
256
535
253
505
220
473
180
436
202
418
189
433
156
442
141
448
111
440
116
449
89
13464
20268
33732
07:45
2293
0.988
05:15
2668
0.942
11-AprFri
Southbound
A.M.
P.M.
25
213
23
212
20
211
19
214
17
184
15
225
12
230
10
178
10
236
11
232
7
228
14
237
6
253
316
15
324
20
307
5
296
18
24
274
36
292
41
266
64
268
100
291
161
276
210
262
260
272
291
251
325
226
328
229
314
220
334
194
308
180
312
163
310
126
302
132
336
140
303
132
302
110
331
103
299
115
312
100
330
108
306
100
307
57
229
97
192
76
194
88
204
72
194
44
7806
9360
17166
22.5%
26.9%
06:30
1301
0.974
03:15
1243
0.959
Northbound
A.M.
P.M.
46
251
36
260
44
220
34
291
44
254
34
236
30
267
20
292
24
289
17
322
18
321
14
344
19
310
19
380
17
378
16
368
18
364
400
22
383
26
406
44
400
50
63
355
80
378
83
354
126
330
126
310
138
298
170
289
212
214
216
226
216
192
270
186
240
143
278
154
230
139
203
116
214
156
224
171
192
144
171
130
197
133
219
140
163
106
222
97
186
99
218
104
230
92
226
78
5705
11870
17575
16.4%
34.2%
07:45
1018
0.915
04:15
1589
0.978
Combined
A.M.
P.M.
71
464
59
472
64
431
53
505
61
438
49
461
42
497
30
470
34
525
28
554
25
549
28
581
25
563
696
34
702
37
675
21
660
36
46
674
62
675
85
672
114
668
163
646
241
654
293
616
386
602
417
561
463
524
498
518
526
434
550
420
524
372
582
349
550
269
580
286
566
279
506
248
516
266
555
274
491
259
483
230
527
241
525
240
470
163
451
194
378
175
412
192
434
164
420
122
13511
21230
34741
07:45
2278
0.979
03:15
2733
0.973
Page 1
Innovative Data, LLC
Location: Mystic Avenue
Location: N of Temple Street
Location: Somerville, Massachusetts
Client: The Engineering Corp.
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Start
12-Apr-14
Southbound
Time
Sat
A.M.
P.M.
12:00
45
208
12:15
37
222
12:30
45
270
12:45
29
254
01:00
39
221
01:15
28
213
01:30
24
249
01:45
22
208
02:00
22
198
02:15
22
226
02:30
18
216
02:45
14
208
03:00
10
215
03:15
17
194
03:30
10
231
03:45
8
225
04:00
16
208
04:15
11
218
04:30
16
190
04:45
17
208
05:00
24
201
226
05:15
46
215
05:30
65
308
05:45
54
259
06:00
60
06:15
76
190
06:30
90
222
06:45
94
168
07:00
86
186
07:15
112
186
07:30
138
162
07:45
118
152
08:00
124
136
08:15
154
140
08:30
176
163
08:45
172
146
09:00
172
143
09:15
175
120
09:30
197
138
09:45
200
106
10:00
200
96
10:15
180
118
10:30
148
106
10:45
192
88
210
11:00
88
220
11:15
75
226
11:30
66
251
11:45
67
Total
4410
8653
Day Total
13063
% Total
16.3%
31.9%
Peak
Vol.
P.H.F.
ADT
11:00
907
0.903
ADT 31,854
05:15
1008
0.818
Northbound
A.M.
P.M.
82
242
278
78
247
81
258
48
264
60
60
226
54
230
48
254
48
264
36
264
40
254
40
190
28
226
22
230
17
240
34
236
20
236
22
250
18
234
18
248
26
194
31
233
42
242
43
193
52
210
51
186
60
192
86
164
100
172
106
162
104
143
152
152
146
142
170
148
171
140
170
141
167
126
192
128
194
146
205
111
186
116
236
106
242
129
236
104
227
106
242
104
244
101
245
84
4980
9046
14026
18.4%
33.4%
11:00
958
0.978
00:15
1047
0.942
Combined
A.M.
P.M.
127
450
500
115
517
126
512
77
485
99
88
439
78
479
70
462
70
462
58
490
58
470
54
398
38
441
39
424
27
471
42
461
36
444
33
468
34
424
35
456
50
395
77
459
107
457
97
501
112
469
127
376
150
414
180
332
186
358
218
348
242
305
270
304
270
278
324
288
347
303
342
287
339
269
367
248
391
284
405
217
386
212
416
224
390
235
428
192
437
194
462
179
470
167
496
151
9390
17699
27089
11:00
1865
0.940
13-AprSun
Southbound
A.M.
P.M.
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0.0%
0.0%
Northbound
A.M.
P.M.
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0.0%
0.0%
Combined
A.M.
P.M.
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
00:15
2014
0.974
AADT 31,854
Page 2
Southbound
Start
Time
04/10/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
14
0
0
0
1
39
243
278
326
301
150
100
54
73
86
119
128
221
164
51
20
9
7
1
2385
19.7%
08:00
326
17:00
221
16
20
2
0
0
0
2
16
96
166
122
144
92
60
68
46
76
86
120
124
88
62
47
14
6
4
1441
11.9%
07:00
166
17:00
124
Location: Mystic Avenue Southbound
Location: N of Temple Street
Location: Somerville, Massachusetts
Client: The Engineering Corp.
21
25
3
2
2
2
5
45
155
46
73
111
162
170
166
130
181
180
201
164
178
176
123
70
31
13
2389
19.8%
11:00
170
16:00
201
26
30
19
7
7
7
19
122
99
7
7
55
195
237
258
229
204
224
230
161
216
226
217
178
123
58
3105
25.7%
11:00
237
12:00
258
31
35
25
22
10
12
44
139
64
2
0
26
111
134
173
172
131
90
97
87
95
135
122
135
107
58
1991
16.5%
05:00
139
12:00
173
36
40
12
7
8
6
38
91
17
0
0
2
28
45
49
47
29
31
21
6
13
28
26
31
38
37
610
5.1%
05:00
91
12:00
49
41
45
5
6
1
3
12
46
2
0
0
0
0
7
7
6
3
2
3
1
1
1
7
5
8
11
137
1.1%
05:00
46
23:00
11
46
50
0
0
0
0
3
4
0
0
0
0
1
1
1
0
2
1
0
0
1
0
1
0
2
0
17
0.1%
05:00
4
14:00
2
51
55
0
0
0
1
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
2
0.0%
03:00
1
12:00
1
56
60
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%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
61
65
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%
66
70
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%
71
75
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%
76
999
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%
11:00
754
16:00
800
Total
80
44
28
31
124
502
676
499
528
639
739
754
777
703
712
733
800
764
756
679
563
442
322
182
12077
Pace
Speed
27-36
28-37
29-38
28-37
30-39
27-36
5-14
6-15
5-14
5-14
22-31
23-32
24-33
24-33
22-31
22-31
21-30
6-15
22-31
22-31
24-33
25-34
26-35
27-36
Page 1
Number
in Pace
36
29
18
19
75
232
285
293
321
330
278
343
390
344
320
317
337
283
300
349
317
282
205
108
Southbound
Start
Time
04/11/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
1
0
0
1
3
24
234
355
320
266
233
54
79
97
131
272
285
268
171
69
15
9
4
3
2894
23.4%
07:00
355
16:00
285
16
20
0
2
1
0
0
13
146
171
109
168
127
48
62
50
84
156
156
163
142
78
23
15
16
5
1735
14.0%
07:00
171
17:00
163
Location: Mystic Avenue Southbound
Location: N of Temple Street
Location: Somerville, Massachusetts
Client: The Engineering Corp.
21
25
1
5
1
1
1
46
128
65
49
104
131
135
154
137
149
149
145
178
178
130
108
64
39
24
2122
17.1%
11:00
135
17:00
178
26
30
20
11
10
5
27
127
153
6
15
112
118
240
212
243
229
105
126
142
196
213
196
135
136
84
2861
23.1%
11:00
240
13:00
243
31
35
41
21
19
23
37
148
83
0
0
40
65
165
207
149
120
36
53
48
87
164
124
149
117
98
1994
16.1%
11:00
165
12:00
207
36
40
15
10
5
8
27
91
17
0
0
5
17
71
33
35
37
7
11
4
19
42
35
40
39
48
616
5.0%
05:00
91
23:00
48
41
45
7
1
2
3
19
26
2
0
0
2
2
8
8
9
5
1
1
0
2
3
7
5
9
13
135
1.1%
05:00
26
23:00
13
46
50
1
0
0
2
2
3
0
0
0
0
0
1
0
0
0
0
0
0
1
1
0
1
0
3
15
0.1%
05:00
3
23:00
3
51
55
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0.0%
02:00
1
56
60
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%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
61
65
0
1
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%
01:00
1
66
70
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%
71
75
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%
76
999
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%
06:00
763
17:00
803
Total
86
51
39
44
116
478
763
597
493
697
693
722
755
720
755
726
777
803
796
700
508
418
360
278
12375
Pace
Speed
28-37
27-36
27-36
29-38
28-37
27-36
6-15
6-15
5-14
6-15
6-15
24-33
25-34
24-33
23-32
6-15
6-15
6-15
20-29
24-33
24-33
26-35
26-35
27-36
Page 2
Number
in Pace
58
31
27
29
63
249
299
358
309
321
286
360
355
339
307
326
342
334
283
320
300
253
225
167
Stats
Southbound
Start
Time
04/12/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
16
20
4
2
3
2
0
1
7
12
17
50
43
93
155
93
89
70
66
107
48
44
27
33
15
10
991
8.4%
11:00
93
12:00
155
4167
11.5%
21
26
25
30
7
47
11
37
6
26
1
12
2
13
9
30
26
54
43
89
52
180
102
192
217
144
160
180
139
189
226
240
221
232
193
254
163
241
186
193
255
158
131
231
97
231
103
198
40
166
42
100
2262
3607
19.1%
30.5%
11:00
10:00
160
217
13:00
18:00
226
255
6773
9573
18.7%
26.4%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
1
15
0
1
1
0
1
4
8
10
20
60
96
145
187
104
84
101
67
155
69
30
20
16
6
2
1187
10.0%
11:00
145
12:00
187
6466
17.8%
Location: Mystic Avenue Southbound
Location: N of Temple Street
Location: Somerville, Massachusetts
Client: The Engineering Corp.
23-32 MPH
13574
37.4%
623
1.7%
22 MPH
31
35
70
41
24
17
24
74
96
154
195
192
136
125
94
127
121
121
143
114
138
163
145
116
121
98
2649
22.4%
08:00
195
19:00
163
6634
18.3%
8 MPH
22 MPH
32 MPH
36 MPH
36
40
21
15
15
8
14
37
72
89
102
62
23
21
22
18
24
26
41
27
39
49
43
29
44
34
875
7.4%
08:00
102
19:00
49
2101
5.8%
41
45
5
4
2
4
3
18
30
27
28
12
4
11
3
3
3
3
6
1
10
6
3
3
11
6
206
1.7%
06:00
30
22:00
11
478
1.3%
46
50
1
0
0
1
2
2
3
8
5
1
0
0
0
0
1
0
2
0
2
0
0
1
0
2
31
0.3%
07:00
8
16:00
2
63
0.2%
56
60
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%
51
55
1
0
0
0
0
1
2
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
0.1%
06:00
2
10
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
2
0.0%
61
65
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
04:00
1
0
0.0%
66
70
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%
71
75
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%
76
999
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%
11:00
735
13:00
811
36267
Total
156
111
77
45
60
176
298
432
600
672
663
735
789
811
775
768
729
783
719
654
566
499
403
294
11815
Pace
Speed
27-36
26-35
27-36
27-36
29-38
29-38
29-38
29-38
27-36
26-35
23-32
22-31
7-16
22-31
21-30
22-31
23-32
21-30
23-32
24-33
25-34
24-33
25-34
26-35
Page 3
Number
in Pace
107
71
45
27
37
106
156
235
337
323
312
269
269
376
370
367
354
294
365
356
339
292
255
179
Southbound
Start
Time
04/10/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Bikes
0
0
0
0
0
3
12
18
16
14
10
5
8
3
8
3
8
9
7
3
7
0
0
0
134
1.1%
07:00
18
17:00
9
Cars &
Trailers
59
35
27
23
88
335
424
264
279
368
508
536
580
536
543
562
640
577
615
581
489
390
287
168
8914
73.8%
11:00
536
16:00
640
Location: Mystic Avenue Southbound
Location: N of Temple Street
Location: Somerville, Massachusetts
Client: The Engineering Corp.
2 Axle
Long
6
8
1
4
23
97
62
24
30
41
69
98
99
66
64
66
54
33
28
39
36
33
25
10
1016
8.4%
11:00
98
12:00
99
Buses
2
0
0
1
2
3
16
2
10
4
10
9
6
11
7
7
3
2
4
4
5
6
1
1
116
1.0%
06:00
16
13:00
11
2 Axle
6 Tire
1
1
0
1
4
13
5
6
8
13
10
14
16
14
17
7
12
1
7
4
1
2
1
1
159
1.3%
11:00
14
14:00
17
3 Axle
Single
0
0
0
1
1
8
7
2
3
6
7
3
5
2
5
1
2
3
2
3
1
1
0
0
63
0.5%
05:00
8
12:00
5
4 Axle
Single
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0.0%
07:00
1
<5 Axl
Double
0
0
0
0
1
9
13
10
3
3
8
13
15
7
9
5
6
5
8
2
2
0
1
0
120
1.0%
06:00
13
12:00
15
5 Axle
Double
0
0
0
1
2
2
6
4
0
1
3
5
5
5
5
1
0
0
2
0
2
0
0
1
45
0.4%
06:00
6
12:00
5
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
>6 Axl
Double
0
0
0
0
1
0
6
0
2
0
3
2
1
1
2
4
0
1
0
2
0
0
0
0
25
0.2%
06:00
6
15:00
4
<6 Axl
Multi
0
0
0
0
0
0
3
2
2
1
1
1
0
0
1
2
1
1
0
1
1
0
0
0
17
0.1%
06:00
3
15:00
2
6 Axle
Multi
0
0
0
0
0
1
0
0
0
1
1
1
1
0
0
0
0
1
0
1
0
0
0
0
7
0.1%
05:00
1
12:00
1
>6 Axl
Multi
0
0
0
0
0
0
1
3
2
2
2
0
1
0
0
0
0
0
0
0
0
0
0
0
11
0.1%
07:00
3
12:00
1
Not
Classed
12
0
0
0
2
31
121
163
172
185
107
67
40
58
51
75
74
131
83
39
19
10
7
1
1448
12.0%
09:00
185
17:00
131
Page 1
Total
80
44
28
31
124
502
676
499
528
639
739
754
777
703
712
733
800
764
756
679
563
442
322
182
12077
Southbound
Start
Time
04/11/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Bikes
0
0
0
0
0
1
5
19
9
5
9
4
9
5
5
13
4
7
3
5
1
0
0
2
106
0.9%
07:00
19
15:00
13
Cars &
Trailers
75
43
31
32
84
324
481
334
255
428
427
543
552
527
579
493
568
629
641
607
445
373
329
253
9053
73.2%
11:00
543
18:00
641
Location: Mystic Avenue Southbound
Location: N of Temple Street
Location: Somerville, Massachusetts
Client: The Engineering Corp.
2 Axle
Long
8
4
5
7
22
108
88
31
23
61
76
78
99
90
57
60
43
27
44
38
38
20
22
13
1062
8.6%
05:00
108
12:00
99
Buses
2
0
0
0
1
2
5
10
10
5
15
5
6
4
2
4
2
3
6
3
3
6
3
1
98
0.8%
10:00
15
12:00
6
2 Axle
6 Tire
0
2
1
1
4
11
15
9
8
13
13
19
17
11
13
7
6
7
5
6
3
5
3
5
184
1.5%
11:00
19
12:00
17
3 Axle
Single
0
0
0
3
2
1
6
2
5
3
5
7
11
7
4
4
7
3
1
0
0
2
0
0
73
0.6%
11:00
7
12:00
11
4 Axle
Single
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
2
0.0%
11:00
2
<5 Axl
Double
0
0
1
0
0
8
9
9
4
10
11
14
8
7
10
10
4
2
7
2
3
1
1
0
121
1.0%
11:00
14
14:00
10
5 Axle
Double
0
2
1
0
1
2
2
2
3
1
3
2
4
1
4
3
1
0
0
1
1
1
0
0
35
0.3%
08:00
3
12:00
4
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
>6 Axl
Double
0
0
0
0
0
0
4
4
1
4
3
1
3
1
3
1
0
0
0
0
2
0
0
0
27
0.2%
06:00
4
12:00
3
<6 Axl
Multi
0
0
0
0
0
0
1
3
3
0
1
0
0
1
1
1
2
2
1
1
0
0
0
0
17
0.1%
07:00
3
16:00
2
6 Axle
Multi
0
0
0
0
0
1
0
0
0
1
0
0
1
1
0
0
0
0
0
0
0
0
0
0
4
0.0%
05:00
1
12:00
1
>6 Axl
Multi
0
0
0
0
0
0
1
3
1
0
2
1
0
2
0
0
0
0
1
0
0
0
0
0
11
0.1%
07:00
3
13:00
2
Not
Classed
1
0
0
1
2
20
146
171
171
166
128
46
45
63
77
130
140
123
87
37
12
10
2
4
1582
12.8%
07:00
171
16:00
140
Page 2
Total
86
51
39
44
116
478
763
597
493
697
693
722
755
720
755
726
777
803
796
700
508
418
360
278
12375
Grand
Total
Percent
Southbound
Start
Time
04/12/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
27742
76.5%
1.0%
Cars &
Trailers
142
102
70
39
47
120
196
299
481
550
521
554
627
661
653
638
612
644
616
579
521
461
373
269
9775
82.7%
11:00
554
13:00
661
345
Bikes
0
1
0
0
0
1
3
1
2
3
6
16
9
8
8
7
10
11
2
7
8
2
0
0
105
0.9%
11:00
16
17:00
11
Location: Mystic Avenue Southbound
Location: N of Temple Street
Location: Somerville, Massachusetts
Client: The Engineering Corp.
8.0%
2919
2 Axle
Long
12
4
6
5
7
29
63
88
74
49
40
56
45
64
47
36
45
25
36
36
20
18
17
19
841
7.1%
07:00
88
13:00
64
0.8%
280
Buses
2
0
0
0
2
3
6
10
3
3
4
1
5
5
2
5
1
3
5
1
1
2
1
1
66
0.6%
07:00
10
12:00
5
1.3%
476
2 Axle
6 Tire
0
1
1
1
3
9
8
14
12
16
11
7
7
7
8
7
3
6
4
1
0
4
2
1
133
1.1%
09:00
16
14:00
8
0.5%
170
3 Axle
Single
0
0
0
0
0
2
1
3
0
2
2
4
2
3
3
2
0
3
2
3
0
1
1
0
34
0.3%
11:00
4
13:00
3
0.0%
6
4 Axle
Single
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
2
0.0%
06:00
1
16:00
1
0.9%
325
<5 Axl
Double
0
1
0
0
0
2
8
6
7
4
6
11
5
3
3
5
5
6
4
3
1
1
2
1
84
0.7%
11:00
11
17:00
6
0.3%
107
5 Axle
Double
0
1
0
0
0
4
4
2
1
2
0
2
2
2
1
0
0
0
3
2
1
0
0
0
27
0.2%
05:00
4
18:00
3
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0.2%
59
>6 Axl
Double
0
0
0
0
0
0
0
0
1
2
0
2
2
0
0
0
0
0
0
0
0
0
0
0
7
0.1%
09:00
2
12:00
2
0.1%
40
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
1
1
1
0
1
1
0
1
0
0
0
0
0
6
0.1%
11:00
1
12:00
1
0.0%
15
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
1
0
1
0
2
0
0
0
0
0
0
0
0
4
0.0%
11:00
1
15:00
2
0.1%
27
12:00
1
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
1
0
1
1
0
1
1
0
0
0
0
0
5
0.0%
10.4%
3756
Not
Classed
0
1
0
0
1
6
8
9
19
41
73
80
83
56
49
64
51
84
45
22
14
10
7
3
726
6.1%
11:00
80
17:00
84
Page 3
36267
Total
156
111
77
45
60
176
298
432
600
672
663
735
789
811
775
768
729
783
719
654
566
499
403
294
11815
Innovative Data, LLC
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
Start
09-Apr-14
Time
Wed
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Day Total
% Total
Eastbound
A.M.
P.M.
*
60
*
57
*
55
*
46
*
53
*
43
*
44
*
57
*
70
*
48
*
47
*
63
*
75
*
55
*
60
*
63
*
79
*
73
*
58
69
*
80
*
72
*
72
*
*
55
*
61
*
48
*
71
*
47
*
53
*
58
*
60
*
62
*
49
*
47
*
32
*
49
*
39
*
46
*
32
*
31
*
36
*
23
*
22
*
18
*
13
*
9
*
12
*
11
0
2383
2383
0.0%
29.5%
Peak
Vol.
P.H.F.
ADT
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Westbound
A.M.
P.M.
*
107
*
116
*
93
*
128
*
92
*
103
*
133
*
137
*
109
*
126
*
137
*
124
*
114
*
111
*
129
*
135
*
123
*
125
*
129
*
127
*
161
*
137
*
138
*
151
*
157
176
*
153
*
148
*
167
*
*
153
*
167
*
131
*
135
*
151
*
106
*
117
*
98
*
93
*
108
*
87
*
98
*
106
*
74
*
60
*
60
*
57
*
56
*
48
0
5691
5691
0.0%
70.5%
04:45
293
0.916
ADT 12,114
06:15
644
0.915
Combined
A.M.
P.M.
*
167
*
173
*
148
*
174
*
145
*
146
*
177
*
194
*
179
*
174
*
184
*
187
*
189
*
166
*
189
*
198
*
202
*
198
*
187
*
196
*
241
*
209
*
210
206
*
218
*
224
*
224
*
*
195
*
220
*
211
*
227
*
193
*
184
*
198
*
138
*
166
*
137
*
139
*
140
*
118
*
134
*
129
*
96
*
78
*
73
*
66
*
68
*
59
0
8074
8074
05:45
872
0.973
10-AprThu
Eastbound
A.M.
P.M.
17
0
9
*
14
*
8
*
6
*
3
*
6
*
6
*
6
*
2
*
1
*
5
*
2
*
4
*
3
*
2
*
1
*
3
*
6
*
8
*
10
*
16
*
19
*
22
*
28
*
52
*
51
*
50
*
66
*
70
*
58
*
50
*
54
*
78
*
54
*
71
*
52
*
46
*
61
*
42
*
43
*
45
*
51
*
49
*
43
*
50
*
54
*
37
*
1434
0
1434
34.8%
0.0%
08:00
257
0.824
Westbound
A.M.
P.M.
34
0
30
*
23
*
21
*
12
*
22
*
22
*
13
*
14
*
15
*
11
*
6
*
14
*
5
*
6
*
7
*
9
*
10
*
9
*
17
*
18
*
32
*
30
*
37
*
51
*
67
*
57
*
83
*
70
*
79
*
84
*
85
*
87
*
80
*
89
*
121
*
102
*
108
*
102
*
118
*
110
*
120
*
109
*
126
*
120
*
102
*
101
*
102
*
2690
0
2690
65.2%
0.0%
10:15
475
0.942
Combined
A.M.
P.M.
51
0
39
*
37
*
29
*
18
*
25
*
28
*
19
*
20
*
17
*
12
*
11
*
16
*
9
*
9
*
9
*
10
*
13
*
15
*
25
*
28
*
48
*
49
*
59
*
79
*
119
*
108
*
133
*
136
*
149
*
142
*
135
*
141
*
158
*
143
*
192
*
154
*
154
*
163
*
160
*
153
*
165
*
160
*
175
*
163
*
152
*
155
*
139
*
4124
0
4124
08:45
663
0.863
AADT 12,114
Page 1
Eastbound
Start
Time
04/09/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
16
20
*
*
*
*
*
*
*
*
*
*
*
*
51
57
48
71
73
60
67
72
44
38
25
6
612
25.7%
16:00
73
1
15
*
*
*
*
*
*
*
*
*
*
*
*
70
64
72
92
109
122
82
86
38
31
10
3
779
32.7%
17:00
122
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
17:00
70
21
25
*
*
*
*
*
*
*
*
*
*
*
*
61
51
60
64
68
70
55
53
63
64
41
21
671
28.2%
14:00
38
26
30
*
*
*
*
*
*
*
*
*
*
*
*
32
19
38
23
23
19
22
20
28
15
20
14
273
11.5%
14:00
8
31
35
*
*
*
*
*
*
*
*
*
*
*
*
4
5
8
2
5
6
1
1
4
0
3
1
40
1.7%
14:00
2
36
40
*
*
*
*
*
*
*
*
*
*
*
*
0
1
2
1
1
2
0
1
0
0
0
0
8
0.3%
41
45
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
46
50
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
51
55
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
56
60
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
61
65
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
16:00
279
Total
*
*
*
*
*
*
*
*
*
*
*
*
218
197
228
253
279
279
227
233
177
148
99
45
2383
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
*
7-16
8-17
6-15
7-16
7-16
6-15
7-16
7-16
16-25
16-25
18-27
20-29
Page 1
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
*
91
87
92
116
131
137
105
110
79
74
53
29
Stats
Eastbound
Start
Time
04/10/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
928
24.3%
1330
34.8%
26
30
14
9
3
5
8
13
17
6
11
18
20
26
*
*
*
*
*
*
*
*
*
*
*
*
150
10.5%
11:00
26
1051
423
27.5%
11.1%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
21
25
23
6
6
5
8
32
53
17
54
65
50
61
*
*
*
*
*
*
*
*
*
*
*
*
380
26.5%
09:00
65
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
16
20
5
1
4
0
1
8
36
48
72
48
52
41
*
*
*
*
*
*
*
*
*
*
*
*
316
22.0%
08:00
72
1
15
2
3
0
0
0
9
71
173
115
65
62
51
*
*
*
*
*
*
*
*
*
*
*
*
551
38.4%
07:00
173
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
7-16 MPH
1669
43.7%
2
0.0%
15 MPH
70
1.8%
6 MPH
14 MPH
23 MPH
27 MPH
31
35
4
1
1
1
0
5
4
0
2
5
3
4
*
*
*
*
*
*
*
*
*
*
*
*
30
2.1%
05:00
5
14
0.4%
36
40
0
1
0
0
1
0
0
0
3
0
0
1
*
*
*
*
*
*
*
*
*
*
*
*
6
0.4%
08:00
3
1
0.0%
41
45
0
0
0
0
0
0
0
0
0
0
1
0
*
*
*
*
*
*
*
*
*
*
*
*
1
0.1%
10:00
1
0
0.0%
46
50
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
51
55
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0
0.0%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
3817
08:00
257
Total
48
21
14
11
18
67
181
244
257
201
188
184
*
*
*
*
*
*
*
*
*
*
*
*
1434
Pace
Speed
20-29
21-30
19-28
20-29
20-29
19-28
5-14
5-14
6-15
7-16
8-17
16-25
*
*
*
*
*
*
*
*
*
*
*
*
Page 2
Number
in Pace
31
12
8
9
14
37
83
161
132
84
82
74
*
*
*
*
*
*
*
*
*
*
*
*
Westbound
Start
Time
04/09/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
16
20
*
*
*
*
*
*
*
*
*
*
*
*
66
71
92
90
142
156
158
142
93
58
42
9
1119
19.7%
18:00
158
1
15
*
*
*
*
*
*
*
*
*
*
*
*
40
28
38
48
58
148
215
77
28
17
8
2
707
12.4%
18:00
215
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
19:00
288
21
25
*
*
*
*
*
*
*
*
*
*
*
*
187
250
246
231
242
222
217
288
276
184
145
87
2575
45.2%
12:00
139
26
30
*
*
*
*
*
*
*
*
*
*
*
*
139
107
112
106
58
57
39
106
105
112
122
95
1158
20.3%
23:00
26
31
35
*
*
*
*
*
*
*
*
*
*
*
*
11
8
8
14
3
3
5
5
7
14
20
26
124
2.2%
23:00
2
36
40
*
*
*
*
*
*
*
*
*
*
*
*
1
1
0
0
1
1
0
0
0
1
0
2
7
0.1%
22:00
1
41
45
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
1
0
1
0.0%
46
50
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
51
55
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
56
60
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
61
65
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
18:00
634
Total
*
*
*
*
*
*
*
*
*
*
*
*
444
465
496
489
504
587
634
618
509
386
338
221
5691
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
*
20-29
19-28
19-28
19-28
17-26
16-25
7-16
18-27
19-28
20-29
20-29
21-30
Page 3
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
*
263
305
303
282
290
268
275
342
331
249
225
160
Stats
Westbound
Start
Time
04/10/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
1622
19.4%
952
11.4%
26
30
44
31
17
16
15
44
86
55
72
73
67
73
*
*
*
*
*
*
*
*
*
*
*
*
593
22.0%
06:00
86
3826
1751
45.7%
20.9%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
21
25
37
25
15
9
19
48
99
115
183
242
229
230
*
*
*
*
*
*
*
*
*
*
*
*
1251
46.5%
09:00
242
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
16
20
11
7
4
0
3
5
25
77
72
97
120
82
*
*
*
*
*
*
*
*
*
*
*
*
503
18.7%
10:00
120
1
15
1
2
0
1
0
1
34
69
47
11
41
38
*
*
*
*
*
*
*
*
*
*
*
*
245
9.1%
07:00
69
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
19-28 MPH
4652
55.5%
2
0.0%
20 MPH
218
2.6%
10 MPH
20 MPH
26 MPH
29 MPH
31
35
14
4
10
6
8
16
14
2
3
7
8
2
*
*
*
*
*
*
*
*
*
*
*
*
94
3.5%
05:00
16
11
0.1%
36
40
1
0
0
0
0
3
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
4
0.1%
05:00
3
1
0.0%
41
45
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
46
50
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
51
55
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0
0.0%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
8381
10:00
465
Total
108
69
46
32
45
117
258
318
377
430
465
425
*
*
*
*
*
*
*
*
*
*
*
*
2690
Pace
Speed
22-31
21-30
22-31
23-32
21-30
21-30
21-30
17-26
19-28
18-27
17-26
18-27
*
*
*
*
*
*
*
*
*
*
*
*
Page 4
Number
in Pace
70
47
29
23
30
81
145
143
213
291
275
264
*
*
*
*
*
*
*
*
*
*
*
*
Eastbound, Westbound
Start
1
Time
15
04/09/14
*
01:00
*
02:00
*
03:00
*
04:00
*
05:00
*
06:00
*
07:00
*
08:00
*
09:00
*
10:00
*
11:00
*
12 PM
110
13:00
92
14:00
110
15:00
140
16:00
167
17:00
270
297
18:00
19:00
163
20:00
66
21:00
48
22:00
18
23:00
5
Total
1486
Percent
18.4%
AM Peak
Vol.
PM Peak
18:00
Vol.
297
21
25
*
*
*
*
*
*
*
*
*
*
*
*
248
301
306
295
310
292
272
341
339
248
186
108
3246
40.2%
19:00
341
16
20
*
*
*
*
*
*
*
*
*
*
*
*
117
128
140
161
215
216
225
214
137
96
67
15
1731
21.4%
18:00
225
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
12:00
171
26
30
*
*
*
*
*
*
*
*
*
*
*
*
171
126
150
129
81
76
61
126
133
127
142
109
1431
17.7%
23:00
27
31
35
*
*
*
*
*
*
*
*
*
*
*
*
15
13
16
16
8
9
6
6
11
14
23
27
164
2.0%
17:00
3
36
40
*
*
*
*
*
*
*
*
*
*
*
*
1
2
2
1
2
3
0
1
0
1
0
2
15
0.2%
22:00
1
41
45
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
1
0
1
0.0%
46
50
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
51
55
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
56
60
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
61
65
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
17:00
866
Total
*
*
*
*
*
*
*
*
*
*
*
*
662
662
724
742
783
866
861
851
686
534
437
266
8074
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
*
19-28
18-27
19-28
18-27
16-25
7-16
7-16
17-26
18-27
19-28
20-29
21-30
Page 5
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
*
325
355
371
352
378
360
380
413
403
312
274
188
Stats
2550
20.9%
16
20
16
8
8
0
4
13
61
125
144
145
172
123
*
*
*
*
*
*
*
*
*
*
*
*
819
19.9%
10:00
172
26
30
58
40
20
21
23
57
103
61
83
91
87
99
*
*
*
*
*
*
*
*
*
*
*
*
743
18.0%
06:00
103
4877
2174
40.0%
17.8%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
21
25
60
31
21
14
27
80
152
132
237
307
279
291
*
*
*
*
*
*
*
*
*
*
*
*
1631
39.5%
09:00
307
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
Eastbound, Westbound
Start
1
Time
15
04/10/14
3
01:00
5
02:00
0
03:00
1
04:00
0
05:00
10
06:00
105
242
07:00
08:00
162
09:00
76
10:00
103
11:00
89
12 PM
*
13:00
*
14:00
*
15:00
*
16:00
*
17:00
*
18:00
*
19:00
*
20:00
*
21:00
*
22:00
*
23:00
*
Total
796
Percent
19.3%
AM Peak
07:00
Vol.
242
PM Peak
Vol.
Total
2282
Percent
18.7%
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
18-27 MPH
5802
47.6%
4
0.0%
18 MPH
288
2.4%
8 MPH
19 MPH
25 MPH
29 MPH
31
35
18
5
11
7
8
21
18
2
5
12
11
6
*
*
*
*
*
*
*
*
*
*
*
*
124
3.0%
05:00
21
25
0.2%
36
40
1
1
0
0
1
3
0
0
3
0
0
1
*
*
*
*
*
*
*
*
*
*
*
*
10
0.2%
05:00
3
2
0.0%
41
45
0
0
0
0
0
0
0
0
0
0
1
0
*
*
*
*
*
*
*
*
*
*
*
*
1
0.0%
10:00
1
0
0.0%
46
50
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
51
55
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0
0.0%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
12198
10:00
653
Total
156
90
60
43
63
184
439
562
634
631
653
609
*
*
*
*
*
*
*
*
*
*
*
*
4124
Pace
Speed
21-30
21-30
21-30
22-31
21-30
21-30
20-29
6-15
16-25
17-26
17-26
18-27
*
*
*
*
*
*
*
*
*
*
*
*
Page 6
Number
in Pace
101
59
36
32
44
116
190
275
276
356
338
332
*
*
*
*
*
*
*
*
*
*
*
*
Eastbound
Start
Time
04/09/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Cars &
Trailers
*
*
*
*
*
*
*
*
*
*
*
*
144
135
164
175
193
179
161
170
142
128
92
39
1722
72.3%
16:00
193
Bikes
*
*
*
*
*
*
*
*
*
*
*
*
5
3
2
3
3
6
5
11
5
2
0
0
45
1.9%
19:00
11
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
14:00
20
2 Axle
Long
*
*
*
*
*
*
*
*
*
*
*
*
18
17
20
19
18
15
9
10
7
8
3
3
147
6.2%
12:00
1
Buses
*
*
*
*
*
*
*
*
*
*
*
*
1
0
0
0
0
1
0
0
1
0
0
0
3
0.1%
12:00
5
2 Axle
6 Tire
*
*
*
*
*
*
*
*
*
*
*
*
5
5
2
5
2
1
2
3
2
0
0
0
27
1.1%
12:00
4
3 Axle
Single
*
*
*
*
*
*
*
*
*
*
*
*
4
0
0
0
0
0
0
2
0
1
0
0
7
0.3%
4 Axle
Single
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
12:00
3
<5 Axl
Double
*
*
*
*
*
*
*
*
*
*
*
*
3
0
1
1
0
0
1
1
0
0
0
0
7
0.3%
5 Axle
Double
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
>6 Axl
Double
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
17:00
1
<6 Axl
Multi
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
1
0
0
0
0
0
0
1
0.0%
6 Axle
Multi
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
>6 Axl
Multi
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
17:00
76
Not
Classed
*
*
*
*
*
*
*
*
*
*
*
*
38
37
39
50
63
76
49
36
20
9
4
3
424
17.8%
Page 1
Total
*
*
*
*
*
*
*
*
*
*
*
*
218
197
228
253
279
279
227
233
177
148
99
45
2383
Grand
Total
Percent
Eastbound
Start
Time
04/10/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
2762
72.4%
65
Cars &
Trailers
38
19
14
10
17
57
141
141
191
142
137
133
*
*
*
*
*
*
*
*
*
*
*
*
1040
72.5%
08:00
191
1.7%
Bikes
2
0
0
0
0
0
4
8
3
2
1
0
*
*
*
*
*
*
*
*
*
*
*
*
20
1.4%
07:00
8
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
6.2%
238
2 Axle
Long
3
0
0
0
0
6
13
8
8
18
17
18
*
*
*
*
*
*
*
*
*
*
*
*
91
6.3%
09:00
18
0.1%
3
Buses
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
1.2%
44
2 Axle
6 Tire
2
0
0
1
1
1
1
1
1
1
5
3
*
*
*
*
*
*
*
*
*
*
*
*
17
1.2%
10:00
5
0.4%
17
3 Axle
Single
0
0
0
0
0
0
1
1
1
2
0
5
*
*
*
*
*
*
*
*
*
*
*
*
10
0.7%
11:00
5
0.0%
0
4 Axle
Single
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0.3%
12
<5 Axl
Double
1
0
0
0
0
0
0
1
0
1
1
1
*
*
*
*
*
*
*
*
*
*
*
*
5
0.3%
00:00
1
0.0%
0
5 Axle
Double
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0.0%
0
>6 Axl
Double
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0.0%
1
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0.0%
0
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0.0%
0
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
17.7%
675
Not
Classed
2
2
0
0
0
3
21
84
53
35
27
24
*
*
*
*
*
*
*
*
*
*
*
*
251
17.5%
07:00
84
Page 2
3817
Total
48
21
14
11
18
67
181
244
257
201
188
184
*
*
*
*
*
*
*
*
*
*
*
*
1434
Westbound
Start
Time
04/09/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Cars &
Trailers
*
*
*
*
*
*
*
*
*
*
*
*
353
369
406
388
414
468
510
540
440
351
307
207
4753
83.5%
19:00
540
Bikes
*
*
*
*
*
*
*
*
*
*
*
*
2
1
2
4
3
4
4
9
4
6
0
1
40
0.7%
19:00
9
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
13:00
60
2 Axle
Long
*
*
*
*
*
*
*
*
*
*
*
*
41
60
42
48
43
51
41
25
31
12
27
11
432
7.6%
12:00
2
Buses
*
*
*
*
*
*
*
*
*
*
*
*
2
1
1
0
1
2
1
1
1
0
0
0
10
0.2%
12:00
10
2 Axle
6 Tire
*
*
*
*
*
*
*
*
*
*
*
*
10
10
10
5
3
5
5
6
1
0
0
1
56
1.0%
12:00
4
3 Axle
Single
*
*
*
*
*
*
*
*
*
*
*
*
4
1
0
2
0
2
1
1
1
0
0
0
12
0.2%
4 Axle
Single
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
18:00
7
<5 Axl
Double
*
*
*
*
*
*
*
*
*
*
*
*
4
2
4
2
4
3
7
4
6
0
0
0
36
0.6%
12:00
1
5 Axle
Double
*
*
*
*
*
*
*
*
*
*
*
*
1
0
0
0
0
0
0
0
1
0
0
0
2
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
17:00
1
>6 Axl
Double
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
1
0
0
0
0
0
0
1
0.0%
19:00
1
<6 Axl
Multi
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
1
0
1
0
0
2
0.0%
6 Axle
Multi
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
18:00
1
>6 Axl
Multi
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
1
0
0
0
0
0
1
0.0%
18:00
64
Not
Classed
*
*
*
*
*
*
*
*
*
*
*
*
27
21
31
40
36
51
64
31
24
16
4
1
346
6.1%
Page 3
Total
*
*
*
*
*
*
*
*
*
*
*
*
444
465
496
489
504
587
634
618
509
386
338
221
5691
Grand
Total
Percent
Westbound
Start
Time
04/10/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
6808
81.2%
56
Cars &
Trailers
96
62
43
29
32
95
181
211
290
332
367
317
*
*
*
*
*
*
*
*
*
*
*
*
2055
76.4%
10:00
367
0.7%
Bikes
0
0
0
0
0
1
2
4
3
3
2
1
*
*
*
*
*
*
*
*
*
*
*
*
16
0.6%
07:00
4
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
9.2%
771
2 Axle
Long
6
5
3
2
11
15
40
37
43
62
57
58
*
*
*
*
*
*
*
*
*
*
*
*
339
12.6%
09:00
62
0.3%
22
Buses
0
0
0
0
0
1
1
2
1
4
2
1
*
*
*
*
*
*
*
*
*
*
*
*
12
0.4%
09:00
4
1.3%
106
2 Axle
6 Tire
3
1
0
1
2
3
3
2
6
8
11
10
*
*
*
*
*
*
*
*
*
*
*
*
50
1.9%
10:00
11
0.3%
21
3 Axle
Single
1
0
0
0
0
1
0
1
2
0
2
2
*
*
*
*
*
*
*
*
*
*
*
*
9
0.3%
08:00
2
0.0%
0
4 Axle
Single
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0.8%
69
<5 Axl
Double
1
0
0
0
0
0
2
5
3
11
5
6
*
*
*
*
*
*
*
*
*
*
*
*
33
1.2%
09:00
11
0.0%
3
5 Axle
Double
0
0
0
0
0
0
0
1
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
1
0.0%
07:00
1
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0.1%
8
>6 Axl
Double
0
0
0
0
0
0
1
2
1
0
1
2
*
*
*
*
*
*
*
*
*
*
*
*
7
0.3%
07:00
2
0.0%
4
<6 Axl
Multi
0
0
0
0
0
0
0
1
1
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
2
0.1%
07:00
1
0.0%
0
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0.0%
2
>6 Axl
Multi
0
0
0
0
0
0
0
1
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
1
0.0%
07:00
1
6.1%
511
Not
Classed
1
1
0
0
0
1
28
51
27
10
18
28
*
*
*
*
*
*
*
*
*
*
*
*
165
6.1%
07:00
51
Page 4
8381
Total
108
69
46
32
45
117
258
318
377
430
465
425
*
*
*
*
*
*
*
*
*
*
*
*
2690
Eastbound, Westbound
Start
Time
Bikes
04/09/14
*
01:00
*
02:00
*
03:00
*
04:00
*
05:00
*
06:00
*
07:00
*
08:00
*
09:00
*
10:00
*
11:00
*
12 PM
7
13:00
4
14:00
4
15:00
7
16:00
6
17:00
10
18:00
9
19:00
20
20:00
9
21:00
8
22:00
0
23:00
1
Total
85
Percent
1.1%
AM Peak
Vol.
PM Peak
19:00
Vol.
20
2 Axle
Long
*
*
*
*
*
*
*
*
*
*
*
*
59
77
62
67
61
66
50
35
38
20
30
14
579
7.2%
13:00
77
Cars &
Trailers
*
*
*
*
*
*
*
*
*
*
*
*
497
504
570
563
607
647
671
710
582
479
399
246
6475
80.2%
19:00
710
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
12:00
3
Buses
*
*
*
*
*
*
*
*
*
*
*
*
3
1
1
0
1
3
1
1
2
0
0
0
13
0.2%
12:00
15
2 Axle
6 Tire
*
*
*
*
*
*
*
*
*
*
*
*
15
15
12
10
5
6
7
9
3
0
0
1
83
1.0%
12:00
8
3 Axle
Single
*
*
*
*
*
*
*
*
*
*
*
*
8
1
0
2
0
2
1
3
1
1
0
0
19
0.2%
4 Axle
Single
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
18:00
8
<5 Axl
Double
*
*
*
*
*
*
*
*
*
*
*
*
7
2
5
3
4
3
8
5
6
0
0
0
43
0.5%
12:00
1
5 Axle
Double
*
*
*
*
*
*
*
*
*
*
*
*
1
0
0
0
0
0
0
0
1
0
0
0
2
0.0%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
17:00
1
>6 Axl
Double
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
1
0
0
0
0
0
0
1
0.0%
17:00
1
<6 Axl
Multi
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
1
0
1
0
1
0
0
3
0.0%
6 Axle
Multi
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
18:00
1
>6 Axl
Multi
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
1
0
0
0
0
0
1
0.0%
17:00
127
Not
Classed
*
*
*
*
*
*
*
*
*
*
*
*
65
58
70
90
99
127
113
67
44
25
8
4
770
9.5%
Page 5
Total
*
*
*
*
*
*
*
*
*
*
*
*
662
662
724
742
783
866
861
851
686
534
437
266
8074
Grand
Total
Percent
9570
78.5%
121
Cars &
Trailers
134
81
57
39
49
152
322
352
481
474
504
450
*
*
*
*
*
*
*
*
*
*
*
*
3095
75.0%
10:00
504
1.0%
Eastbound, Westbound
Start
Time
Bikes
04/10/14
2
01:00
0
02:00
0
03:00
0
04:00
0
05:00
1
06:00
6
07:00
12
08:00
6
09:00
5
10:00
3
11:00
1
12 PM
*
13:00
*
14:00
*
15:00
*
16:00
*
17:00
*
18:00
*
19:00
*
20:00
*
21:00
*
22:00
*
23:00
*
Total
36
Percent
0.9%
AM Peak
07:00
Vol.
12
PM Peak
Vol.
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
8.3%
1009
2 Axle
Long
9
5
3
2
11
21
53
45
51
80
74
76
*
*
*
*
*
*
*
*
*
*
*
*
430
10.4%
09:00
80
0.2%
25
Buses
0
0
0
0
0
1
1
2
1
4
2
1
*
*
*
*
*
*
*
*
*
*
*
*
12
0.3%
09:00
4
1.2%
150
2 Axle
6 Tire
5
1
0
2
3
4
4
3
7
9
16
13
*
*
*
*
*
*
*
*
*
*
*
*
67
1.6%
10:00
16
0.3%
38
3 Axle
Single
1
0
0
0
0
1
1
2
3
2
2
7
*
*
*
*
*
*
*
*
*
*
*
*
19
0.5%
11:00
7
0.0%
0
4 Axle
Single
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0.7%
81
<5 Axl
Double
2
0
0
0
0
0
2
6
3
12
6
7
*
*
*
*
*
*
*
*
*
*
*
*
38
0.9%
09:00
12
0.0%
3
5 Axle
Double
0
0
0
0
0
0
0
1
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
1
0.0%
07:00
1
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0.1%
8
>6 Axl
Double
0
0
0
0
0
0
1
2
1
0
1
2
*
*
*
*
*
*
*
*
*
*
*
*
7
0.2%
07:00
2
0.0%
5
<6 Axl
Multi
0
0
0
0
0
0
0
1
1
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
2
0.0%
07:00
1
0.0%
0
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0.0%
2
>6 Axl
Multi
0
0
0
0
0
0
0
1
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
*
1
0.0%
07:00
1
9.7%
1186
Not
Classed
3
3
0
0
0
4
49
135
80
45
45
52
*
*
*
*
*
*
*
*
*
*
*
*
416
10.1%
07:00
135
Page 6
12198
Total
156
90
60
43
63
184
439
562
634
631
653
609
*
*
*
*
*
*
*
*
*
*
*
*
4124
Innovative Data, LLC
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Start
02-May-14
Eastbound
Time
Fri
A.M.
P.M.
12:00
15
70
12:15
13
65
12:30
11
51
12:45
12
56
01:00
5
55
01:15
8
54
01:30
5
59
01:45
5
47
02:00
4
66
02:15
2
62
02:30
6
65
02:45
5
56
03:00
5
80
03:15
5
70
03:30
1
65
03:45
8
65
04:00
1
62
04:15
4
82
04:30
12
76
79
04:45
6
87
05:00
10
84
05:15
15
83
05:30
24
05:45
18
74
06:00
39
59
06:15
45
54
06:30
56
72
06:45
56
66
07:00
58
64
07:15
63
57
07:30
60
62
07:45
59
57
72
08:00
51
72
08:15
36
56
08:30
38
66
08:45
42
09:00
64
37
09:15
54
36
09:30
66
49
09:45
47
34
10:00
44
44
10:15
65
39
10:30
53
35
10:45
54
33
11:00
58
30
11:15
58
24
11:30
53
27
11:45
63
28
Total
1581
2687
Day Total
4268
% Total
11.9%
20.2%
Peak
Vol.
P.H.F.
ADT
08:00
266
0.924
ADT 13,162
04:45
333
0.957
Westbound
A.M.
P.M.
76
110
49
108
31
110
26
150
29
124
22
120
24
122
19
141
20
139
17
138
19
125
13
126
11
125
7
142
12
125
7
130
5
145
15
130
9
130
13
135
18
135
22
139
48
134
61
118
54
149
162
51
154
57
151
81
155
111
70
160
104
150
94
152
109
154
86
158
91
126
123
115
127
126
99
108
108
120
117
100
116
107
99
101
116
109
122
92
98
90
124
77
106
81
104
65
2940
6063
9003
22.2%
45.7%
10:30
460
0.906
06:15
622
0.960
Combined
A.M.
P.M.
91
180
62
173
42
161
38
206
34
179
30
174
29
181
24
188
24
205
19
200
25
190
18
182
16
205
12
212
13
190
15
195
6
207
19
212
21
206
19
214
28
222
37
223
72
217
79
192
93
208
96
216
226
113
217
137
219
169
217
133
164
212
153
209
181
205
158
194
147
164
189
157
191
163
153
144
174
169
164
134
160
151
164
140
169
144
176
125
156
120
182
101
159
108
167
93
4521
8750
13271
08:45
707
0.925
06:30
879
0.972
03-MaySat
Eastbound
A.M.
P.M.
15
71
19
65
18
66
9
52
15
65
8
68
13
64
12
56
10
57
18
52
7
63
8
48
9
62
10
62
8
75
4
57
5
50
3
63
76
1
61
10
70
4
76
5
5
66
13
62
17
57
14
61
25
47
21
43
25
58
40
50
33
39
42
42
39
46
47
54
49
38
34
37
69
44
45
38
58
45
59
38
58
36
66
35
79
46
34
22
59
38
57
25
68
17
68
28
1335
2491
3826
10.2%
19.0%
09:45
262
0.829
04:30
283
0.931
Westbound
A.M.
P.M.
50
126
69
133
64
158
48
159
34
125
165
44
134
43
156
41
153
51
32
145
29
152
31
146
31
152
15
132
17
139
13
169
13
124
16
113
13
142
8
155
16
150
23
154
22
138
25
152
34
141
31
142
41
165
55
148
50
147
56
145
54
125
69
117
81
139
67
137
80
113
97
131
100
115
94
125
107
108
118
114
126
121
117
95
128
104
144
89
127
82
145
97
151
86
133
72
2953
6330
9283
22.5%
48.3%
10:45
567
0.939
01:15
608
0.921
Combined
A.M.
P.M.
65
197
88
198
82
224
57
211
49
190
52
233
56
198
53
212
61
210
50
197
36
215
39
194
40
214
25
194
25
214
17
226
18
174
19
176
218
14
216
18
220
20
230
28
27
204
38
214
51
198
45
203
66
212
76
191
75
205
96
195
87
164
111
159
120
185
114
191
129
151
131
168
169
159
139
163
165
153
177
152
184
157
183
130
207
150
178
111
186
120
202
122
219
103
201
100
4288
8821
13109
11:00
808
0.922
04:30
884
0.948
AADT 13,162
Page 1
Eastbound
Start
Time
05/02/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
2
1
1
0
1
4
73
108
108
60
69
80
75
80
116
106
109
136
101
99
40
26
22
21
1438
33.7%
07:00
108
17:00
136
16
20
7
3
2
2
3
6
34
55
56
67
49
60
51
45
47
60
64
70
46
50
35
37
32
22
903
21.2%
09:00
67
17:00
70
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
21
25
18
7
2
6
11
37
50
52
72
60
51
50
57
53
44
69
64
85
59
65
68
55
67
43
1145
26.8%
08:00
72
17:00
85
26
30
22
7
9
9
4
16
28
22
25
30
38
37
40
26
30
32
45
30
37
22
22
29
21
19
600
14.1%
10:00
38
16:00
45
31
35
2
5
2
1
4
3
10
3
4
9
7
5
16
11
12
12
16
5
7
4
2
9
8
4
161
3.8%
06:00
10
12:00
16
36
40
0
0
1
0
0
1
0
0
1
4
2
0
2
0
0
1
1
2
1
0
0
0
1
0
17
0.4%
09:00
4
12:00
2
41
45
0
0
0
1
0
0
1
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
4
0.1%
03:00
1
12:00
1
46
50
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%
51
55
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%
56
60
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%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
61
65
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%
66
70
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%
71
75
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%
76
999
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%
08:00
266
17:00
328
Total
51
23
17
19
23
67
196
240
266
231
216
232
242
215
249
280
299
328
251
240
167
156
151
109
4268
Pace
Speed
20-29
23-32
22-31
21-30
20-29
20-29
5-14
6-15
6-15
11-20
7-16
7-16
6-15
6-15
5-14
6-15
6-15
6-15
5-14
6-15
17-26
17-26
17-26
17-26
Page 1
Number
in Pace
33
12
10
13
13
45
86
121
125
96
89
102
97
96
127
126
132
156
116
114
76
71
78
51
Stats
Eastbound
Start
Time
05/03/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
16
20
9
9
3
2
1
3
15
27
34
51
52
54
54
35
43
47
43
56
46
51
47
45
29
29
785
20.5%
11:00
54
17:00
56
1688
20.9%
21
26
25
30
30
16
22
13
22
11
8
18
5
8
6
10
32
21
37
48
54
27
64
32
58
24
60
35
64
30
55
62
65
27
59
31
40
36
76
31
56
26
63
18
52
25
59
25
44
27
29
27
1078
610
28.2%
15.9%
09:00
07:00
64
37
17:00
13:00
76
55
2223
1210
27.5%
14.9%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
1
15
4
3
4
2
2
0
3
21
49
78
94
95
97
89
82
113
127
104
71
51
44
31
35
19
1218
31.8%
11:00
95
16:00
127
2656
32.8%
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
6-15 MPH
3344
41.3%
6
0.1%
16 MPH
31
35
2
1
3
1
3
4
6
6
4
6
8
8
8
12
3
6
4
5
6
6
7
4
4
4
121
3.2%
10:00
8
13:00
12
282
3.5%
6 MPH
14 MPH
24 MPH
29 MPH
36
40
0
0
0
0
0
4
0
1
1
0
1
0
1
0
0
0
0
2
2
0
0
1
0
0
13
0.3%
05:00
4
17:00
2
30
0.4%
46
50
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%
41
45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
1
0.0%
18:00
1
5
0.1%
0
0.0%
51
55
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%
56
60
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%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0
0.0%
61
65
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%
66
70
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%
71
75
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%
76
999
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%
11:00
252
17:00
274
8094
Total
61
48
43
31
19
27
77
140
169
231
237
252
254
253
220
256
250
274
208
189
175
165
139
108
3826
Pace
Speed
20-29
20-29
20-29
22-31
22-31
24-33
19-28
19-28
7-16
6-15
6-15
6-15
6-15
5-14
6-15
5-14
5-14
6-15
6-15
15-24
15-24
16-25
18-27
16-25
Page 2
Number
in Pace
38
29
27
22
11
14
45
67
65
98
110
114
115
105
97
125
134
123
89
81
72
77
55
45
Westbound
Start
Time
05/02/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
3
0
1
2
0
4
18
50
29
33
27
20
49
45
90
53
47
52
64
117
42
17
22
11
796
8.8%
07:00
50
19:00
117
16
20
8
3
3
1
0
4
17
58
50
45
40
45
44
60
81
78
80
100
93
128
90
63
40
29
1160
12.9%
07:00
58
19:00
128
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
21
25
48
24
14
13
14
54
99
163
190
203
205
179
201
221
219
257
241
243
290
260
295
232
203
130
3998
44.4%
10:00
205
20:00
295
26
30
93
42
31
12
18
61
96
88
120
143
154
156
158
154
118
121
142
119
148
97
111
129
118
116
2545
28.3%
11:00
156
12:00
158
31
35
30
24
17
7
7
21
12
20
19
25
25
29
25
25
20
12
29
11
21
15
11
12
22
24
463
5.1%
00:00
30
16:00
29
36
40
0
0
3
2
3
5
1
0
1
2
2
3
1
2
0
1
1
1
0
0
4
1
4
3
40
0.4%
05:00
5
20:00
4
41
45
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%
46
50
0
1
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%
01:00
1
51
55
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%
56
60
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%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
61
65
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%
66
70
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%
71
75
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%
76
999
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%
10:00
453
19:00
617
Total
182
94
69
37
42
149
243
379
409
451
453
432
478
507
528
522
540
526
616
617
553
454
409
313
9003
Pace
Speed
23-32
23-32
24-33
21-30
22-31
22-31
21-30
19-28
20-29
20-29
20-29
21-30
20-29
20-29
19-28
19-28
20-29
19-28
19-28
18-27
19-28
20-29
20-29
21-30
Page 3
Number
in Pace
129
65
45
22
30
101
160
202
256
285
297
279
288
305
266
312
314
302
359
299
348
306
270
207
Stats
Westbound
Start
Time
05/03/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
16
20
12
13
8
6
2
2
8
11
18
50
70
65
84
88
77
127
88
94
78
105
72
36
61
17
1192
12.8%
10:00
70
15:00
127
2352
12.9%
21
26
25
30
83
97
39
70
44
61
13
38
13
17
17
35
51
73
68
106
109
146
174
137
187
143
261
156
281
149
256
155
173
261
220
122
166
68
271
167
295
157
245
119
267
134
249
136
184
120
138
138
3892
2717
41.9%
29.3%
11:00
11:00
261
156
18:00
14:00
295
173
7890
5262
43.1%
28.8%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
1
15
8
2
3
1
2
2
5
15
17
23
95
48
35
49
59
108
207
38
44
43
33
24
21
10
892
9.6%
10:00
95
16:00
207
1688
9.2%
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
20-29 MPH
10700
58.5%
13
0.1%
22 MPH
31
35
30
35
23
15
15
29
18
28
34
30
19
25
26
29
25
14
5
21
20
22
13
13
21
32
542
5.8%
01:00
35
23:00
32
1005
5.5%
12 MPH
22 MPH
28 MPH
31 MPH
36
40
1
3
3
3
1
1
6
1
1
4
1
1
1
3
1
1
0
2
2
0
1
4
2
1
44
0.5%
06:00
6
21:00
4
84
0.5%
41
45
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
0
0
0
0
0
1
4
0.0%
02:00
1
17:00
1
4
0.0%
51
55
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%
46
50
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
0.0%
0
0.0%
56
60
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%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0
0.0%
61
65
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%
66
70
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%
71
75
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%
76
999
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%
11:00
556
14:00
596
18286
Total
231
162
143
76
50
86
161
229
325
419
515
556
576
580
596
592
534
594
596
534
520
462
409
337
9283
Pace
Speed
22-31
23-32
22-31
24-33
24-33
25-34
22-31
22-31
22-31
20-29
20-29
20-29
20-29
20-29
20-29
18-27
5-14
20-29
20-29
19-28
19-28
20-29
20-29
21-30
Page 4
Number
in Pace
156
102
94
50
30
58
108
149
217
258
252
342
360
337
351
275
239
363
375
308
336
325
254
237
Eastbound, Westbound
Start
1
Time
15
05/02/14
5
01:00
1
02:00
2
03:00
2
04:00
1
05:00
8
06:00
91
158
07:00
08:00
137
09:00
93
10:00
96
11:00
100
12 PM
124
13:00
125
14:00
206
15:00
159
16:00
156
17:00
188
18:00
165
216
19:00
20:00
82
21:00
43
22:00
44
23:00
32
Total
2234
Percent
16.8%
AM Peak
07:00
Vol.
158
PM Peak
19:00
Vol.
216
16
20
15
6
5
3
3
10
51
113
106
112
89
105
95
105
128
138
144
170
139
178
125
100
72
51
2063
15.5%
07:00
113
19:00
178
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
21
25
66
31
16
19
25
91
149
215
262
263
256
229
258
274
263
326
305
328
349
325
363
287
270
173
5143
38.8%
09:00
263
20:00
363
26
30
115
49
40
21
22
77
124
110
145
173
192
193
198
180
148
153
187
149
185
119
133
158
139
135
3145
23.7%
11:00
193
12:00
198
31
35
32
29
19
8
11
24
22
23
23
34
32
34
41
36
32
24
45
16
28
19
13
21
30
28
624
4.7%
09:00
34
16:00
45
36
40
0
0
4
2
3
6
1
0
2
6
4
3
3
2
0
2
2
3
1
0
4
1
5
3
57
0.4%
05:00
6
22:00
5
41
45
0
0
0
1
0
0
1
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
4
0.0%
03:00
1
12:00
1
46
50
0
1
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%
01:00
1
51
55
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%
56
60
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%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
61
65
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%
66
70
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%
71
75
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%
76
999
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%
09:00
682
18:00
867
Total
233
117
86
56
65
216
439
619
675
682
669
664
720
722
777
802
839
854
867
857
720
610
560
422
13271
Pace
Speed
22-31
23-32
24-33
21-30
21-30
21-30
20-29
18-27
19-28
20-29
20-29
20-29
20-29
20-29
19-28
19-28
19-28
18-27
19-28
17-26
19-28
19-28
20-29
20-29
Page 5
Number
in Pace
161
77
55
35
42
144
205
252
315
346
351
328
351
352
311
380
385
384
418
371
418
371
340
252
Stats
16
20
21
22
11
8
3
5
23
38
52
101
122
119
138
123
120
174
131
150
124
156
119
81
90
46
1977
15.1%
10:00
122
15:00
174
4040
15.3%
21
26
25
30
113
113
61
83
66
72
21
56
18
25
23
45
83
94
116
143
163
173
238
169
245
167
321
191
345
179
210
318
326
200
279
153
206
104
347
198
351
183
308
137
319
159
308
161
228
147
167
165
4970
3327
37.9%
25.4%
11:00
11:00
321
191
18:00
13:00
351
210
10113
6472
38.3%
24.5%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
Eastbound, Westbound
Start
1
Time
15
05/03/14
12
01:00
5
02:00
7
03:00
3
04:00
4
05:00
2
06:00
8
07:00
36
08:00
66
09:00
101
189
10:00
11:00
143
12 PM
132
13:00
138
14:00
141
15:00
221
334
16:00
17:00
142
18:00
115
19:00
94
20:00
77
21:00
55
22:00
56
23:00
29
Total
2110
Percent
16.1%
AM Peak
10:00
Vol.
189
PM Peak
16:00
Vol.
334
Total
4344
Percent
16.5%
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
20-29 MPH
12951
49.1%
19
0.1%
20 MPH
31
35
32
36
26
16
18
33
24
34
38
36
27
33
34
41
28
20
9
26
26
28
20
17
25
36
663
5.1%
08:00
38
13:00
41
1287
4.9%
9 MPH
20 MPH
27 MPH
30 MPH
36
40
1
3
3
3
1
5
6
2
2
4
2
1
2
3
1
1
0
4
4
0
1
5
2
1
57
0.4%
06:00
6
21:00
5
114
0.4%
41
45
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
1
0
0
0
0
1
5
0.0%
02:00
1
17:00
1
9
0.0%
51
55
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%
46
50
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
0.0%
0
0.0%
56
60
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%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0
0.0%
61
65
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%
66
70
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%
71
75
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%
76
999
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%
11:00
808
17:00
868
26380
Total
292
210
186
107
69
113
238
369
494
650
752
808
830
833
816
848
784
868
804
723
695
627
548
445
13109
Pace
Speed
21-30
22-31
21-30
23-32
24-33
25-34
21-30
21-30
21-30
20-29
19-28
19-28
19-28
20-29
20-29
18-27
5-14
19-28
19-28
18-27
19-28
20-29
20-29
21-30
Page 6
Number
in Pace
192
127
119
71
40
71
150
209
264
318
307
398
419
411
408
339
374
432
428
377
393
386
303
274
Eastbound
Start
Time
05/02/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Bikes
0
0
0
0
0
0
1
3
4
5
3
3
1
4
4
5
5
5
3
4
5
1
1
3
60
1.4%
09:00
5
15:00
5
Cars &
Trailers
44
21
14
18
22
50
134
158
190
167
132
154
168
128
154
159
191
198
157
153
125
127
125
89
2878
67.4%
08:00
190
17:00
198
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
2 Axle
Long
5
1
2
1
0
14
20
16
17
23
26
25
26
29
19
34
30
27
19
24
10
9
8
4
389
9.1%
10:00
26
15:00
34
Buses
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
1
0
0
0
0
1
0
0
0
4
0.1%
09:00
1
15:00
1
2 Axle
6 Tire
0
1
1
0
0
2
1
1
1
1
6
4
4
3
4
4
3
5
2
2
2
1
0
1
49
1.1%
10:00
6
17:00
5
3 Axle
Single
0
0
0
0
0
0
1
1
0
2
1
3
3
1
1
0
0
1
3
2
0
1
1
0
21
0.5%
11:00
3
12:00
3
4 Axle
Single
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
11:00
1
<5 Axl
Double
0
0
0
0
0
0
0
0
0
1
1
1
0
1
1
1
1
1
0
1
1
0
0
0
10
0.2%
09:00
1
13:00
1
5 Axle
Double
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%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
>6 Axl
Double
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%
<6 Axl
Multi
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%
6 Axle
Multi
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%
>6 Axl
Multi
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%
Not
Classed
2
0
0
0
1
1
39
61
54
31
46
41
40
49
66
76
69
91
67
54
23
17
16
12
856
20.1%
07:00
61
17:00
91
Page 1
Total
51
23
17
19
23
67
196
240
266
231
216
232
242
215
249
280
299
328
251
240
167
156
151
109
4268
Grand
Total
Percent
Eastbound
Start
Time
05/03/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
5530
68.3%
1.5%
Cars &
Trailers
50
40
38
22
13
24
57
105
123
158
149
167
162
163
147
155
144
185
139
146
134
127
110
94
2652
69.3%
11:00
167
17:00
185
120
Bikes
0
3
0
0
0
0
0
1
1
3
6
2
3
6
3
8
6
2
10
1
2
2
1
0
60
1.6%
10:00
6
18:00
10
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
8.6%
693
2 Axle
Long
7
2
2
5
5
3
17
19
21
21
18
22
21
22
15
15
12
20
12
12
6
15
10
2
304
7.9%
11:00
22
13:00
22
0.1%
6
Buses
0
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0.1%
07:00
1
1.1%
85
2 Axle
6 Tire
1
0
0
2
0
0
1
2
3
5
2
4
3
3
1
1
2
2
0
0
1
2
0
1
36
0.9%
09:00
5
12:00
3
0.5%
41
3 Axle
Single
1
0
0
0
0
0
0
1
1
1
1
2
0
1
3
2
2
0
1
0
2
2
0
0
20
0.5%
11:00
2
14:00
3
0.0%
1
4 Axle
Single
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%
21
<5 Axl
Double
0
0
0
0
0
0
0
0
0
0
1
0
1
0
0
2
1
3
2
1
0
0
0
0
11
0.3%
10:00
1
17:00
3
0.0%
0.0%
1
16:00
1
20:00
2
2
>6 Axl
Double
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
0.0%
5 Axle
Double
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
2
0.1%
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0.0%
0
<6 Axl
Multi
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
6 Axle
Multi
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
>6 Axl
Multi
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%
19.7%
1594
Not
Classed
2
3
3
2
1
0
2
11
20
42
60
55
64
58
51
73
82
62
44
29
28
17
18
11
738
19.3%
10:00
60
16:00
82
Page 2
8094
Total
61
48
43
31
19
27
77
140
169
231
237
252
254
253
220
256
250
274
208
189
175
165
139
108
3826
Westbound
Start
Time
05/02/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Bikes
1
0
0
0
0
0
2
3
4
6
3
5
4
10
6
6
1
7
3
4
5
1
2
2
75
0.8%
09:00
6
13:00
10
Cars &
Trailers
163
87
59
31
28
116
160
259
297
324
332
318
338
365
368
393
406
422
499
489
455
385
341
267
6902
76.7%
10:00
332
18:00
499
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
2 Axle
Long
13
6
7
4
10
16
52
59
68
75
61
63
74
73
72
67
74
52
57
43
53
49
43
28
1119
12.4%
09:00
75
12:00
74
Buses
1
0
0
0
1
2
1
2
1
1
3
3
1
1
2
2
0
1
1
0
1
0
0
0
24
0.3%
10:00
3
14:00
2
2 Axle
6 Tire
1
1
2
2
3
11
9
10
12
17
23
16
18
17
15
15
14
9
4
7
4
1
5
4
220
2.4%
10:00
23
12:00
18
3 Axle
Single
0
0
0
0
0
0
0
0
1
2
2
1
1
2
1
2
0
2
0
1
1
1
0
0
17
0.2%
09:00
2
13:00
2
4 Axle
Single
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
09:00
1
<5 Axl
Double
0
0
0
0
0
0
2
4
7
6
4
4
2
5
3
4
4
2
2
10
2
1
3
3
68
0.8%
08:00
7
19:00
10
5 Axle
Double
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
05:00
1
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
>6 Axl
Double
0
0
0
0
0
0
0
2
0
0
0
1
0
2
0
0
0
0
1
1
1
1
0
0
9
0.1%
07:00
2
13:00
2
19:00
2
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
2
0.0%
6 Axle
Multi
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%
>6 Axl
Multi
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%
Not
Classed
3
0
1
0
0
3
17
40
19
19
25
21
40
32
61
33
41
31
49
60
31
15
15
9
565
6.3%
07:00
40
14:00
61
Page 3
Total
182
94
69
37
42
149
243
379
409
451
453
432
478
507
528
522
540
526
616
617
553
454
409
313
9003
Grand
Total
Percent
Westbound
Start
Time
05/03/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
14231
77.8%
0.8%
Cars &
Trailers
201
147
124
70
36
72
124
158
239
304
347
437
469
446
475
431
374
484
487
447
430
379
354
294
7329
79.0%
11:00
437
18:00
487
146
Bikes
3
0
0
0
0
0
0
2
1
1
9
1
5
7
5
6
4
5
8
6
3
3
1
1
71
0.8%
10:00
9
18:00
8
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
11.8%
2159
2 Axle
Long
21
12
12
3
10
11
29
37
56
74
56
62
66
72
63
70
50
60
60
45
46
53
39
33
1040
11.2%
09:00
74
13:00
72
0.2%
40
Buses
1
0
0
0
0
0
2
0
1
3
1
3
0
1
1
0
1
1
0
1
0
0
0
0
16
0.2%
09:00
3
13:00
1
2.1%
382
2 Axle
6 Tire
3
2
6
2
1
1
4
17
8
14
14
11
8
10
10
6
12
9
7
6
6
2
1
2
162
1.7%
07:00
17
16:00
12
0.1%
27
3 Axle
Single
0
0
0
0
0
0
0
0
1
1
1
1
0
0
0
2
1
0
1
1
1
0
0
0
10
0.1%
08:00
1
15:00
2
0.0%
1
4 Axle
Single
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%
0.6%
110
<5 Axl
Double
0
0
0
0
0
0
0
4
2
1
2
3
1
2
2
5
2
3
2
5
4
1
2
1
42
0.5%
07:00
4
15:00
5
0.0%
6
5 Axle
Double
0
0
0
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
5
0.1%
03:00
1
18:00
1
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0.1%
14
>6 Axl
Double
0
0
0
0
0
0
0
0
0
0
1
0
2
0
0
2
0
0
0
0
0
0
0
0
5
0.1%
10:00
1
12:00
2
0.0%
5
15:00
1
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
0
0
0
0
0
0
3
0.0%
0.0%
0
6 Axle
Multi
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
20:00
1
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0.0%
6.4%
1164
Not
Classed
2
1
1
0
2
1
2
11
17
21
84
38
25
42
40
69
89
31
30
23
29
23
12
6
599
6.5%
10:00
84
16:00
89
Page 4
18286
Total
231
162
143
76
50
86
161
229
325
419
515
556
576
580
596
592
534
594
596
534
520
462
409
337
9283
Eastbound, Westbound
Start
Time
Bikes
05/02/14
1
01:00
0
02:00
0
03:00
0
04:00
0
05:00
0
06:00
3
07:00
6
08:00
8
09:00
11
10:00
6
11:00
8
12 PM
5
13:00
14
14:00
10
15:00
11
16:00
6
17:00
12
18:00
6
19:00
8
20:00
10
21:00
2
22:00
3
23:00
5
Total
135
Percent
1.0%
AM Peak
09:00
Vol.
11
PM Peak
13:00
Vol.
14
Cars &
Trailers
207
108
73
49
50
166
294
417
487
491
464
472
506
493
522
552
597
620
656
642
580
512
466
356
9780
73.7%
09:00
491
18:00
656
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
2 Axle
Long
18
7
9
5
10
30
72
75
85
98
87
88
100
102
91
101
104
79
76
67
63
58
51
32
1508
11.4%
09:00
98
16:00
104
Buses
1
0
0
0
1
2
1
2
1
2
4
3
1
1
2
3
0
1
1
0
2
0
0
0
28
0.2%
10:00
4
15:00
3
2 Axle
6 Tire
1
2
3
2
3
13
10
11
13
18
29
20
22
20
19
19
17
14
6
9
6
2
5
5
269
2.0%
10:00
29
12:00
22
3 Axle
Single
0
0
0
0
0
0
1
1
1
4
3
4
4
3
2
2
0
3
3
3
1
2
1
0
38
0.3%
09:00
4
12:00
4
4 Axle
Single
0
0
0
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
2
0.0%
09:00
1
<5 Axl
Double
0
0
0
0
0
0
2
4
7
7
5
5
2
6
4
5
5
3
2
11
3
1
3
3
78
0.6%
08:00
7
19:00
11
5 Axle
Double
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
05:00
1
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
>6 Axl
Double
0
0
0
0
0
0
0
2
0
0
0
1
0
2
0
0
0
0
1
1
1
1
0
0
9
0.1%
07:00
2
13:00
2
19:00
2
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
2
0.0%
6 Axle
Multi
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%
>6 Axl
Multi
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%
Not
Classed
5
0
1
0
1
4
56
101
73
50
71
62
80
81
127
109
110
122
116
114
54
32
31
21
1421
10.7%
07:00
101
14:00
127
Page 5
Total
233
117
86
56
65
216
439
619
675
682
669
664
720
722
777
802
839
854
867
857
720
610
560
422
13271
Grand
Total
Percent
19761
74.9%
1.0%
Cars &
Trailers
251
187
162
92
49
96
181
263
362
462
496
604
631
609
622
586
518
669
626
593
564
506
464
388
9981
76.1%
11:00
604
17:00
669
266
Eastbound, Westbound
Start
Time
Bikes
05/03/14
3
01:00
3
02:00
0
03:00
0
04:00
0
05:00
0
06:00
0
07:00
3
08:00
2
09:00
4
10:00
15
11:00
3
12 PM
8
13:00
13
14:00
8
15:00
14
16:00
10
17:00
7
18:00
18
19:00
7
20:00
5
21:00
5
22:00
2
23:00
1
Total
131
Percent
1.0%
AM Peak
10:00
Vol.
15
PM Peak
18:00
Vol.
18
Location: Temple Street
Location: West of Mystic Avenue
Location: Somerville, Massachusetts
Client: The Engineering Corp.
10.8%
2852
2 Axle
Long
28
14
14
8
15
14
46
56
77
95
74
84
87
94
78
85
62
80
72
57
52
68
49
35
1344
10.3%
09:00
95
13:00
94
0.2%
46
Buses
1
0
0
0
0
0
2
1
1
4
1
3
0
1
1
0
1
1
0
1
0
0
0
0
18
0.1%
09:00
4
13:00
1
1.8%
467
2 Axle
6 Tire
4
2
6
4
1
1
5
19
11
19
16
15
11
13
11
7
14
11
7
6
7
4
1
3
198
1.5%
07:00
19
16:00
14
0.3%
68
3 Axle
Single
1
0
0
0
0
0
0
1
2
2
2
3
0
1
3
4
3
0
2
1
3
2
0
0
30
0.2%
11:00
3
15:00
4
0.0%
2
4 Axle
Single
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%
0.5%
131
<5 Axl
Double
0
0
0
0
0
0
0
4
2
1
3
3
2
2
2
7
3
6
4
6
4
1
2
1
53
0.4%
07:00
4
15:00
7
0.0%
8
5 Axle
Double
0
0
0
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
1
0
2
1
0
0
7
0.1%
03:00
1
20:00
2
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Innovative Data, LLC
0.1%
15
>6 Axl
Double
0
0
0
0
0
0
0
0
0
0
1
0
2
0
0
2
1
0
0
0
0
0
0
0
6
0.0%
10:00
1
12:00
2
0.0%
5
15:00
1
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
0
0
0
0
0
0
3
0.0%
0.0%
0
6 Axle
Multi
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
20:00
1
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0.0%
10.5%
2758
Not
Classed
4
4
4
2
3
1
4
22
37
63
144
93
89
100
91
142
171
93
74
52
57
40
30
17
1337
10.2%
10:00
144
16:00
171
Page 6
26380
Total
292
210
186
107
69
113
238
369
494
650
752
808
830
833
816
848
784
868
804
723
695
627
548
445
13109
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.