ROAD SAFETY AUDIT
Cranberry Highway (Routes 6 and 28)
Town of Wareham
December 2012
Prepared for:
Massachusetts Department of Transportation
Prepared by:
Howard/Stein-Hudson Associates
38 Chauncy Street
Boston, MA 02111
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Table of Contents
Background ................................................................................................................................. 2
Project Location Description .....................................................................................................5
Road Safety Audit Observations ...............................................................................................5
Safety Issue #1: Access Management ................................................................................................. 6
Safety Issue #2: Cross-over Crashes ................................................................................................... 8
Safety Issue #3: Intersection Control and Geometry........................................................................... 9
Safety Issue #4: Signage.................................................................................................................... 13
Safety Issue #5: Pedestrian Accommodations................................................................................... 15
Safety Issue #6: Bicycle Accommodations ....................................................................................... 17
Safety Issue #7: Speed/Sight Distance .............................................................................................. 19
Safety Issue #8: Drainage.................................................................................................................. 21
Safety Issue #9: Pavement Markings ................................................................................................ 22
Safety Issue #10: Solar Glare ............................................................................................................ 23
Safety Issue #11: Emergency Response ............................................................................................ 24
Potential Safety Enhancements ...............................................................................................25
List of Appendices
Appendix A.
Appendix B.
Appendix C.
Appendix D.
RSA Meeting Agenda
RSA Audit Team Contact List
Detailed Crash Data
Additional Information
List of Figures
Figure 1.
Figure 2.
Locus Map.............................................................................................................................. 3
Cranberry Highway at Red Brook Road .............................................................................. 10
List of Tables
Table 1.
Table 2.
Participating Audit Team Members ....................................................................................... 4
Summary of Potential Safety Enhancements ....................................................................... 27
Page 1
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Background
The Road Safety Audit (RSA) focused on the segment of Cranberry Highway (Route 6 and Route 28) in
Wareham, MA from the split of Route 6/Route 28 at Chili’s Bar and Grill to the Bourne Town Line.
According to crash records provided by the Town of Wareham Police Department, 267 crashes were
reported along the 2.3-mile long roadway segment between January 2009 and December 2011, including
one reported fatality and 83 crashes resulting in personal injury. The crash rate of the roadway segment is
3.22 crashes per million vehicle miles traveled, or approximately 2.5 times the state average for roadways
with similar functional classification. The intersections of Cranberry Highway/Onset Avenue/Jefferson
Shores Road, Cranberry Highway/Red Brook Road, and Cranberry Highway/Wendy’s
Driveway/McDonalds Driveway are ranked as top 5% high crash location within the Southeast Regional
Planning and Economic Development District (SRPEDD) area because their resulting Equivalent
Property Damage Only (EPDO) value is ≥ 44.The Massachusetts Department of Transportation
(MassDOT) has determined that the Town of Wareham would be eligible to receive Highway Safety
Improvement Program (HSIP) funding for reconstruction of this roadway segment if a RSA were
conducted and the proposed design incorporated the safety improvements identified in the RSA.
Within the study area, Cranberry Highway is a four-lane undivided roadway and provides access to
numerous commercial businesses that line both sides of the roadway, resulting in a substantial number of
driveways. Major destination retail uses along the corridor include, but are not limited to, Chili’s, Home
Depot, CVS, Cranberry Plaza Shopping Center (Super Stop and Shop, Wal-Mart, and others), Water
Wizz, the 99 Restaurant, McDonalds, and Wendy’s, which are predominately concentrated west of Main
Avenue; however, there are numerous smaller commercial businesses to the east of Main Avenue.
Cranberry Highway also provides access to several residential neighborhoods that line the corridor and
serves as a connection to Route 25, Interstates 195 and 495, and to Cape Cod. The RSA study area is
illustrated in Figure 1.
The corridor was first redesigned in the late 1980’s and early 1990’s (MassDOT Project Number 117106),
and proposed to introduce a two-way left-turn lane (TWLTL), but was not pursued due to concerns over
safety of the TWLTL and negative impacts on abutters as a result of right-of-way (ROW) constraints. A
25% design submittal was made in 2010 for the current design, which calls for a continuous raised
median and 6-foot outside shoulders along the entire corridor. However, the proposed median has been
met with opposition by some of the businesses along Cranberry Highway due to concerns over access.
In general, the RSA is intended to identify potential safety improvements that can be evaluated and
included as part of future design efforts for future reconstruction. The short-term, low-cost potential
improvements could be considered by the responsible agency for implementation prior to reconstruction,
as appropriate.
Page 2
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Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
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Source: Mass GIS
Howard/Stein-Hudson Associates, Inc.
Not to scale.
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Project Data
The audit team conducted an RSA for the Cranberry Highway corridor in Wareham between the Route
6/Route 28 junction and the Bourne Town Line on Thursday, December 13, 2012. The RSA agenda
appears in Appendix A. Table 1 lists the audit team members and their affiliations. Appendix B
provides contact information for all team members.
Prior to the RSA, in order to begin assessing possible safety issues, the team reviewed collision diagrams
and a crash detail summary based on crash records supplied by the Wareham Police Department for the
corridor. Appendix C provides the detailed crash data for the study area. Traffic volumes and speed
data collected by the Wareham Police Department are shown in Appendix D.
Table 1. Participating Audit Team Members
Audit Team Member
Lisa Estrela-Pedro
Christopher Cardaci
Jaqueline Schmidt
Jim Hadfield
Louis Hardiman
Matthew Hayes
Paul Nauyokas
Dave Greenberg
Joseph Magni
Mark Gifford
Richard Sleighthor
Kevin Walsh
Bryan Whalen
James Romero
Edward C. Feeney
Barbara Lachance
Pamela Haznar
Bill Travers
Shaun Handy
Corey O’Connor
Lisa Schletzbaum
Mike Tremblay
Joe SanClemente
Agency/Affiliation
Southeast Regional Planning and Economic Development
District (SRPEDD)
SRPEDD
SRPEDD
SRPEDD
SRPEDD
Vanasse Hangen Brustlin (VHB)
VHB
VHB
VHB
Wareham Maintenance Department
Wareham Fire Department
Wareham Police Department-Lieutenant
Wareham Police Department-Traffic Safety Officer
A&A Metro/OWL
MassDOT District 5 Traffic
MassDOT District 5 Traffic
MassDOT District 5 Project Development
MassDOT District 5 Project Development
MassDOT District 5 Project Development
MassDOT Highway Division Safety Section
MassDOT Highway Division Safety Section
Howard/Stein-Hudson Associates
Howard/Stein-Hudson Associates
Page 4
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
According to the data provided by the Wareham Police Department, 267 crashes were reported along
Cranberry Highway within the study area between January 2009 and December 2011, including 83
crashes resulting in personal injury and 1 fatality. Of the 267 crashes, 116 (43%) crashes involved
vehicles either turning into or out of unsignalized driveways along Cranberry Highway. Of the 267
crashes, 207 (77%) occurred on dry pavement, 51 (19%) occurred on wet pavement, 7 (3%) occurred
snow or ice, and 2 (1%) where road conditions were not reported. Most crashes occurred during the
daylight hours; 79% of crashes occurred during the day, while 17% occurred at night and 4% occurred at
dawn or dusk. Four crashes involved bicyclists, and two involved pedestrians. Six crashes occurred
when a vehicle crossed the double yellow centerline.
Project Location Description
The RSA focused on the segment of Cranberry Highway (Routes 6 and 28) in Wareham, from the split of
Route 6/Route 28 at Chili’s Bar and Grill to the Bourne Town Line. The corridor is approximately 2.3
miles long, and serves numerous commercial uses, resulting in a significant number of driveways along
the corridor. Cranberry Highway also provides access to adjacent residential uses and connections to
Route 25, Interstates 195 and 495, and to Cape Cod. Cranberry Highway runs in an east-west direction
and falls under MassDOT jurisdiction and is classified by the MassDOT Office of Transportation
Planning 2010 Road Inventory file as an urban minor arterial.
Road Safety Audit Observations
Based on field observations on Thursday, December 13, 2012, the RSA team determined that segment of
Cranberry Highway between the Route 6/Route 28 junction and the Bourne Town Line has the following
issues that affect safety:
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Access Management;
Cross-over crashes;
Intersection Geometry and Control;
Signage;
Pedestrian Accommodations;
Bicycle Accommodations;
Speed and Sight Distance; and
Drainage;
Pavement Markings;
Solar Glare;
Emergency Response.
The following sections describe in more detail the safety issues and potential enhancements determined
during the RSA. Several of these issues require further study and engineering judgment to determine the
feasibility of implementing the improvements to address them.
Page 5
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #1: Access Management
Observations:
Commercial businesses line both sides of
Cranberry Highway, which results in a substantial
number of unsignalized driveways along the
corridor. According to crash records provided
by the Town of Wareham Police Department
from January 2009 through December 2011, 116
(43%) crashes were reported that involved
vehicles either turning into or out of an
unsignalized driveway along Cranberry Highway.
Of the 116 crashes, 95 (82%) involved vehicles
turning left, crossing two lanes of traffic,
including 72 (76%) angle-type crashes and 23
A substantial number of unsignalized
(24%) rear-end type crashes that occurred when a
commercial driveways line Cranberry
Highway.
following vehicle collided with a left-turning
vehicle that had unexpectedly slowed or stopped
in the travel lane in order to turn. Four crashes involved vehicles attempting to cross 4 lanes of
traffic on Cranberry Highway from one driveway to another.
Team members commented that it is difficult for motorists traveling along Cranberry Highway to
make a left turn since there is no dedicated left-turn storage lane along most of the corridor. Leftturning vehicles from Cranberry Highway must slow or stop within the travel lane and then judge
the speed of oncoming vehicles in order to determine an adequate gap before crossing two lanes
of oncoming traffic. Similarly, vehicles turning left from driveways onto Cranberry Highway
must find a gap in three or four lanes of traffic; for example, a vehicle turning left onto Cranberry
Highway eastbound must find a gap in two lanes of westbound traffic and one lane of eastbound
traffic in order to safely turn left.
Team members commented that turn restrictions
are generally inconsistent throughout the
corridor; some driveways have restrictions while
others do not. As a result, motorists often ignore
the turn restrictions that are in place, causing an
ongoing enforcement issue for Wareham Police. For example, four crashes, one of which resulted
in personal injury, involved vehicles turning out
of the Wendy’s located at #3025 Cranberry
Highway, despite signage indicating that the exit
to Wendy’s is right-turn only. Meanwhile, RSA
team members noted that efforts to physically
restrict left turns in and out of driveways (e.g.
Left-turn restrictions are present at some
driveways, but are generally inconsistent
throughout the corridor.
Page 6
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
channelized right-in/right-out island at Chili’s) have been unsuccessful.
RSA team members interviewed two local residents about their experience driving on Cranberry
Highway. One resident responded that she avoids making left turns out of driveways, across four
lanes of traffic, and instead make a right turns out of the driveway, moves to the left lane, and
then takes a left turn into a downstream driveway to turn around in that parking lot and finally
take a right turn onto Cranberry Highway. The other local stated that, in order to avoid left turns
into driveways while on Cranberry Highway traveling eastbound, she takes a right turn onto
Onset Avenue to access the signalized intersection at Main Avenue, where she takes a left turn to
travel westbound on Cranberry Highway. These movements indicate that, while left turns are
permitted in most locations, some motorists that are familiar with the roadway avoid making left
turns into or out of driveways and would rather take additional time to take safer turns onto
Cranberry Highway.
The high concentration of unsignalized commercial driveways also leads to crashes when
vehicles make right turns. Of the 116 crashes involving vehicles making turns at unsignalized
driveways, 17 (15%) involved right turns into or out of driveways. Ten of these crashes were
angle-type crashes, involving a motorist making a right turn across two lanes from the inside
travel lane or involving a vehicle traveling on Cranberry Highway colliding with a vehicle turning
right out of a driveway. Three of the angle-type crashes involving right-turning vehicles involved
cyclists. Seven crashes were rear-end type crashes that occurred when a motorist unexpectedly
slowed down to make a right turn.
Vehicles turning into driveways also lead to weaving maneuvers by vehicles traveling
downstream. Motorists following a vehicle that slows or stops in the travel lane in order to make
a turn may decide to change lanes rather than wait for the vehicle in front to turn. Seven
sideswipe-type crashes were reported that appeared to be a result of motorists unexpectedly
changing lanes. A team member commented
that she never travels in the inside lane near
McDonald’s in anticipation of vehicles stopped
in the travel lane to make a left turn into
McDonald’s or Wendy’s.
Most of the driveways along the corridor are
undefined and consist of one large curb cut,
which makes it unclear where motorists may
and/or should turn safely into and out of
driveways. For example, at the 99 Restaurant,
motorists can enter or exit the parking lot at any
point along the property, except for where there
are wheel stops at parking spaces adjacent to
Cranberry Highway.
Some businesses, such as the 99 Restaurant,
have no defined driveways.
Page 7
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Team members suggested that the safety issues may be amplified in the summer months, when
seasonal traffic may not expect vehicles to slow or stop in a travel lane order to turn into
driveways.
Potential Enhancements:
1. Consider the safety benefits of installing a raised median along Cranberry Highway to
eliminate crashes caused by left-turning vehicles and reduce sideswipe crashes resulting from
motorists changing lanes. Given the number of businesses along both sides of the roadway,
installation of a median would need to accommodate U-turns and heavy vehicles (e.g. WB­
50s). Also, consider emergency vehicle access and the appropriateness of providing left-turn
access/storage at major driveways.
2. Consider the feasibility of consolidating commercial driveways to reduce the number of curb
cuts along Cranberry Highway and reduce motorist confusion and to encourage motorists to
use internal connections between businesses.
3. Replace the “One Way” (R6-2) sign at the Wendy’s exit driveway with a “No Left Turn”
symbol sign (R3-2). Also consider the appropriateness of adding turn restrictions at all other
driveways within the study area.
Safety Issue #2: Cross-over Crashes
Observations:
Six crashes occurred when motorists crossed the double yellow centerline along Cranberry
Highway. Causes of these crashes included impairment, drowsiness, equipment malfunction, and
erratic driving behavior. One of the crashes occurred because a vehicle swerved to avoid a
pedestrian in the roadway.
Potential Enhancement:
1. Consider the safety benefits of installing a raised median along Cranberry Highway to
eliminate crashes caused by vehicles crossing the centerline of the roadway.
Page 8
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #3: Intersection Control and Geometry
Observations:
RSA team members noted safety issues with
the control and/or geometry of each of the
following study area intersections.
Cranberry Highway/Red Brook Road
Cranberry Highway/Red Brook Road is an
unsignalized intersection with three
approaches. The Red Brook Road southwestbound approach consists of a single yieldcontrolled right-turn lane. Left turns are
prohibited from Red Brook Road onto
Cranberry Highway. Red Brook Road
Red Brook Road intersects Cranberry
intersects Cranberry Highway from the
Highway at an acute angle.
northeast at an acute angle resulting in an
awkward intersection geometry. The Cranberry
Highway eastbound approach consists of two through lanes and a dedicated left-turn lane. The
Cranberry Highway westbound approach consists of a through lane and a shared through/right­
turn lane. See Figure 2.
Due to the acute intersection geometry, motorists approaching the yield-controlled Red Brook
Road southwest-bound approach have difficulty seeing oncoming traffic on Cranberry Highway
westbound, since they need to look over their shoulder. As a result, motorists often need to slow
or stop in order to wait for an acceptable gap in traffic on Cranberry Highway, and may not
anticipate a stopped vehicle ahead of them. Between 2009 and 2011, 14 such crashes were
reported, plus one sideswipe crash that occurred when a following vehicle swerved to avoid a
stopped vehicle ahead in the queue.
Visibility for vehicles waiting to make a left turn from Cranberry Highway eastbound onto Red
Brook Road is blocked by vehicles travelling eastbound through the intersection because of the
horizontal curvature of Cranberry Highway.
Page 9
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Figure 2. Cranberry Highway at Red Brook Road
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Source: Mass GIS
Howard/Stein-Hudson Associates, Inc.
Not to scale.
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Since left-turns out of Red Brook Road are prohibited, team members noted that motorists often
cut through the adjacent 7-Eleven parking lot in order to make a left turn out of one of the two 7­
Eleven driveways on Cranberry Highway. Two crashes occurred between vehicles on Cranberry
Highway westbound and left-turning vehicles from 7-Eleven.
Cranberry Highway/Onset Avenue/Jefferson Shores Road
Cranberry Highway/Onset Avenue/Jefferson Shores Road is a signalized intersection with four
approaches. The Cranberry Highway eastbound and westbound approaches each consist of a
shared left-turn/through lane and a shared through/right-turn lane. The Onset Avenue northbound
approach consists of a shared left-turn/through lane and a stop-controlled channelized right-turn
lane. Team members noted that a loop detector is provided within the channelized right-turn lane
that may have been provided to help create a gap in traffic on Cranberry Highway. The Jefferson
Shores Road southbound approach consists
of a single multipurpose travel lane.
The stop sign for the right-turn slip lane is
located behind a large bush and is not
visible to approaching traffic. While in the
field, team members also noted that
sightlines west of the intersection were
limited by the presence of boats stored
along the edge of the roadway at the
southwest corner of the intersection. In
addition, the stop sign is located upstream
of the Onset Avenue northbound
channelized right-turn lane stop line, and
appeared to be twisted away from the
approach. Seven rear-end crashes occurred
in the Onset Avenue channelized right-turn
lane.
The stop sign at the Onset Avenue right-turn
slip lane is obscured by a bush and is
upstream of the stop line.
A protected left-turn phase or left-turn storage lane is not provided on the Cranberry Highway
westbound approach to Cranberry Highway/Onset Avenue. As a result, left-turning traffic must
stop in the travel lane to wait for an acceptable gap in order to make a permissive left turn. This
maneuver is complicated by a crest vertical curve at the intersection, so visibility of oncoming
traffic may be limited. Three angle crashes and three rear-end crashes occurred involving
vehicles turning left from Cranberry Highway onto Onset Ave.
Page 11
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Potential Enhancements:
1. Consider the appropriateness of replacing the yield control with stop control on the Red
Brook Road south-westbound approach. This change in control would need to be coupled
with enforcement.
2. Consider the feasibility of altering the geometry at the intersection of Cranberry
Highway/Red Brook Road so that right-turning traffic can better see oncoming traffic. It
should be taken into consideration that this may encourage left turns out of Red Brook Road.
3. Consider the appropriateness of installing a traffic signal at the Cranberry Highway/Red
Brook Road intersection, with a protected left-turn phase on Cranberry Highway eastbound,
if warrants are met and in conjunction with geometric improvements, to help provide an
orderly flow through the intersection and to improve overall intersection safety. Consider the
appropriateness of allowing left turns out of Red Brook Road to reduce cut-through traffic
through the 7-Eleven parking lot.
4. Consider the feasibility of adding a raised median on Cranberry Highway east of the
intersection of Cranberry Highway/Red Brook Road to prevent drivers from cutting through
the 7-Eleven parking lot to turn left onto Cranberry Highway.
5. Consider the safety benefits of adding a protected left-turn phase and a left-turn storage lane
at the intersection of Cranberry Highway/Onset Avenue.
6. Remove large shrub on the southeast corner of the intersection of Cranberry Highway/Onset
Avenue/Jefferson Shores Road to improve visibility of the stop sign at the Onset Avenue
northbound channelized right-turn lane.
7. Consider the appropriateness of replacing the Onset Avenue northbound right-turn lane from
stop control to yield control at the intersection of Cranberry Highway/Onset Avenue. Move
the existing stop sign, or yield sign if deemed appropriate, to its appropriate location at the
stop line at the intersection of Cranberry Highway/Onset Avenue.
8. Work with land owner at the southwest corner of the intersection of Cranberry
Highway/Onset Avenue/Jefferson Shores Road (#3213 Cranberry Highway) to remove boats
from the edge of the roadway to improve sightlines for vehicles at the Onset Avenue
northbound channelized right-turn lane.
9. Consider the appropriateness of adding traffic signal control to the Onset Avenue northbound
channelized right-turn lane at Cranberry Highway/Onset Avenue.
Page 12
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #4: Signage
Observations:
The RSA made the following observations with
respect to signage along the corridor.
Sign Clutter
RSA team members observed that the signage
along Cranberry Highway is generally cluttered,
confusing, outdated, and/or in poor condition.
Signage associated with the numerous
commercial uses adds to visual clutter and may
cause motorists to miss important regulatory or
wayfinding signage, which can be a safety issue
when vehicles make an unexpected turn or stop.
Billboards and large signs contribute to
visual clutter along Cranberry Highway
Guide Signage
Some signage along the corridor is worn
and needs replacement.
At the intersection of Cranberry Highway/Main
Avenue, a “jughandle” is provided for leftturning vehicles. Along Cranberry Highway
westbound, advance signage for Onset
Beach/Point Independence, provided
approximately 300 feet upstream of the
jughandle, indicates that motorists should take
the next right for “Onset Beach/Independence
Point”, but does not contain the street name,
Main Avenue, which may create confusion for
motorists that are unfamiliar with the area. A
team member also questioned whether GPS
devices properly direct left-turning motorists
through the jughandle.
An RSA team member noted that the street sign for Onset Avenue is offset from the intersection
and difficult to see from Cranberry Highway.
Page 13
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Warning Signage
Pedestrian Crossing warning signage (W11-2) is
posted in each direction on Cranberry Highway at
the signalized crosswalks at the intersections of
Cranberry Highway/Main Avenue and Cranberry
Highway/Onset Avenue/Jefferson Shores Road.
RSA team members noted that these signs are
unnecessary at signalized intersections where
vehicle traffic will be stopped by a signal and only
add to the visual clutter along the corridor.
Potential Enhancements:
Pedestrian-in-crosswalk warning signs at
signalized intersections are not MUTCDcompliant and are not necessary at
signalized intersections.
1. Reduce sign clutter along Cranberry Highway
to reduce motorist confusion. Replace
outdated/worn signage as appropriate, and
reevaluate the effectiveness of all guide and warning signage as part of future reconstruction
efforts. Also, work with abutters to reduce the clutter of commercial signs along the corridor;
the abundance of commercial signage diverts attention from regulatory and guide signage.
2. Re-evaluate the effectiveness of all existing guide signage for Main Avenue via the
“jughandle” along Cranberry Highway westbound and consider providing improved signage
that illustrates how motorists should use the jughandle.
3. Relocate Onset Avenue street name sign so that it is visible from Cranberry Highway.
4. Remove unnecessary pedestrian warning signage (W11-2) at signalized intersections to
reduce visual clutter.
Page 14
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #5: Pedestrian Accommodations
Observations:
Sidewalks along Cranberry Highway are generally
not provided. Where sidewalks are provided, they
are discontinuous and typically do not provide
connections to other local businesses or
neighborhoods. During the audit, pedestrians were
observed walking along the shoulder on Cranberry
Highway, which ranges in width between
approximately 1 foot and 7 feet, and on the grass
along the curbline.
Crosswalks across Cranberry Highway are only
provided at just three signalized locations within
Pedestrians were observed walking
the approximately 2.3 mile study area: at the Stop
along Cranberry Highway on the
shoulder and on the grass adjacent to
and Shop/Home Depot driveway, at Main Avenue,
the roadway.
and at Onset Avenue/Jefferson Shores Road. The
distances between the crosswalks at Cranberry Plaza and Main Avenue and between Main
Avenue and Onset Avenue are 1.0 miles and 1.3 miles, respectively. RSA team members noted
that the pedestrian indications do not currently work at the Cranberry Highway/Main Avenue
intersection. Pedestrians were observed crossing Cranberry Highway mid-block across four
travel lanes. Team members also noted that there is no crossing from the residential area across
from Water Wizz, an area where pedestrians, particularly younger pedestrians, are often observed
crossing Cranberry Highway during the summer months to get to Water Wizz.
Two pedestrians were fatally injured between 2009 and 2011 on Cranberry Highway. On July
19th, 2011, a pedestrian crossing Cranberry Highway at Onset Avenue was struck by a westbound
vehicle. Crosswalks and pedestrian indications are provided at the intersection; however, it is
unclear if the pedestrian was in the crosswalk at the time of the crash, as it was not included in the
crash report data evaluated during the RSA. The other fatal crash involving a pedestrian occurred
on October 13, 2011, when a pedestrian was crossing Cranberry Highway between Cape Cod Gas
and the Water’s Edge Mobile Home Park. According to the crash report, the crash occurred
under dark-lighted conditions. RSA team members noted that, while lighting is provided along
Cranberry Highway at some locations, the amount of lighting is inadequate, which makes it
difficult for motorists to see pedestrians attempting to cross Cranberry Highway or walking along
the edge of the roadway.
Three other pedestrian-related crashes were reported along the corridor. The first involved a
pedestrian that was walking eastbound along the north side of Cranberry Highway and crossing
Red Brook Road. The pedestrian saw the oncoming vehicle with its turn signal on, but thought
the vehicle was turning into 7-Eleven. The vehicle turned onto Red Brook Road instead, but did
not see the pedestrian crossing. There are no crosswalks across Red Brook Road and no
Page 15
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
sidewalks in the vicinity of the intersection. The second crash occurred when a motorist stopped
short because a pedestrian with a seeing-eye dog “appeared” in the crosswalk near Cranberry
Plaza, resulting in a rear-end collision with a following vehicle. The third crash occurred when a
vehicle swerved to avoid a crossing pedestrian just east of the Dunkin Donuts, sideswiping a
vehicle traveling eastbound. The location of this crash is approximately 0.2 miles from the
crosswalk across Cranberry Highway at Main Avenue; however, if the pedestrian indications
were not functioning on January 15, 2010, when the crash occurred, the next closest signalized
crossing would have been about 0.7 miles away at the signalized intersection of Cranberry
Highway/Cranberry Plaza.
Potential Enhancements:
1. Consider the feasibility of providing continuous, ADA-compliant sidewalks and pedestrian
ramps along both sides of Cranberry Highway to improve pedestrian safety.
2. Repair the pedestrian signal at the intersection of Cranberry Highway/Main Avenue that is
currently inoperative.
3. Consider the safety benefits of adding crosswalks and a pedestrian phase at the intersection of
Cranberry Highway/Red Brook Road if the intersection is signalized as part of future
reconstruction efforts.
4. Consider the appropriateness of improving existing, and/or providing additional, pedestrian
crossings across Cranberry Highway near major residential areas to reduce the distance
between existing signalized crossing locations and improve overall pedestrian access and
safety. If a signalized mid-block crossing is considered, the potential for creating a false
sense of security for pedestrians should be taken into account since a mid-block crossing may
be unexpected by motorists. .
5. Consider the feasibility of improving existing, and/or installing additional, lighting along
Cranberry Highway so that pedestrians are more visible to motorists at night.
Page 16
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #6: Bicycle Accommodations
Observations:
Bicycle facilities are generally limited
throughout the corridor. A wide shoulder is
provided in some locations, particularly along
the northern side of Cranberry Highway;
however, the width of the shoulder is not
consistent and in some locations narrows to
only approximately one foot, meaning cyclists
would need to ride in mixed traffic. Cyclists
traveling on the roadway are also exposed to
vehicles turning into and out of numerous
commercial driveways. Bicycle detection and
signage was observed at the Cranberry
Highway/Cranberry Plaza intersection, but
Cyclists, and a pedestrian, crossing Cranberry
Highway mid-block.
bicycle facilities are generally not provided
elsewhere along the corridor. During the
audit, the team noted several cyclists riding along the edge of the roadway and crossing the
roadway mid-block.
Four crashes with bicycles were reported along Cranberry Highway between 2009 and 2011; all
of them resulted in personal injury. One of the four collisions occurred when a vehicle was
turning right out of Wendy’s and struck a cyclists traveling westbound, against oncoming traffic.
Another collision occurred when a westbound cyclist was struck by a vehicle turning right out of
McDonald’s onto Cranberry Highway westbound. The third crash occurred when a vehicle
turned right out of Dunkin Donuts and struck a cyclist traveling against traffic. The last crash
occurred when a bicycle turned left from Cranberry Highway westbound onto Onset Avenue but
was struck by a vehicle traveling eastbound. The motorist was reportedly did not see the cyclist
due to solar glare.
Bicycle guide signage, which appears to be outdated, directs cyclists on Onset Avenue
northbound approach at the intersection of Cranberry Highway/Onset Avenue/Jefferson Shores
Road to turn right onto Cranberry Highway eastbound, but it is unclear as to what bicycle route
cyclists are being directed to.
Page 17
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Potential Enhancements:
1. Consider the safety benefits of providing bicycle accommodations along both sides of
Cranberry Highway, such as a dedicated bicycle lane or wide shoulder, as part of future
reconstruction efforts.
2. Consider the feasibility of consolidating and/or narrowing curb cuts to local businesses along
Cranberry Highway to reduce the number of conflicts between vehicles and cyclists and to
force vehicles to slow before turning into or out of a driveway.
3. Consider the appropriateness of removing or improving the existing bicycle route sign on the
Onset Avenue northbound approach at the intersection of Cranberry Highway/Onset
Avenue/Jefferson Shores Road.
Page 18
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #7: Speed/Sight Distance
Observations:
The speed limit along Cranberry Highway is
posted at 35 miles per hour (mph) in both
directions. According to data collected by
Wareham Police, speed ranged between 5
and 82 mph, and 85th percentile speed was
approximately 43 mph. (see Appendix D).
During the audit, public safety officials
commented that they regularly enforce travel
speeds and that it is an ongoing issue. Team
members commented that the prevailing
speeds on the roadway may exceed the
intended design speed of the roadway, and
that vehicles traveling over the posted speed
Crest vertical curves can create sight distance
limit of 35 mph may not have enough time to
issues for vehicles traveling at excessive
stop for an unexpected object in the roadway
speeds.
or another vehicle after traversing one of
several horizontal curve or crest vertical curve in the roadway alignment. For example, a vehicle
waiting to turn left into Old Iron Gym from Cranberry Highway eastbound was rear-ended in an
area that RSA team members noted is on a vertical curve. Two crashes occurred when vehicles
turning left out of KFC were struck by eastbound vehicles; team members noted that there is a
horizontal curve just west of this area that may have limited sightlines.
A public safety official noted that some motorists who were pulled over for speeding claim that
they did not know the speed limit is 35 mph. A large sign reading “Speed Limit 35 MPH –
Strictly Enforced” is placed on Cranberry Highway eastbound at the Route 6/Route 28 junction.
Otherwise, speed limit signs are placed
sporadically along the corridor.
F
Five crashes occurred when motorists failed
to stop at a red light. RSA team members
noted that clearance intervals may not be
timed in accordance with the 85th percentile
speed on the corridor, potentially making it
difficult for a motorist to perceive and react
to a yellow signal indication.
Signage, landscape elements, and other
obstructions may be located within the SHLO.
Page 19
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Sight distance at driveways is often obstructed by commercial signage, landscape elements, and
other obstructions along the edge of the roadway. Team members noted that many of these may
be located within the State Highway Layout (SHLO), e.g. landscaping and signage at Wendy’s
and a large trash can located at the edge of the roadway near McDonalds.
Potential Enhancements:
1. Evaluate existing signal timing and verify that clearance intervals are appropriate for the
travel speeds along the corridor.
2. As part of long-term design efforts, consider of using a design speed based on the 85th
percentile speed, as eluded to in the AASHTO “Green Book” (A Policy on Geometric
Design of Highways and Streets), when a few design features are at a slower design speed,
“… a higher design speed should be selected for all geometric features, particularly sight
distance on crest vertical curves and across the inside of horizontal curves,” or justify the use
of the currently proposed design speed. Consider the safety benefits of using design elements
that encourage slower travel speeds even in straight and flat sections of the roadway, such as
narrower travel lanes and/or signal coordination that will penalize motorists for exceeding the
speed limit.
3. Work with land owners to remove signage, landscape elements, and other objects along the
edge of the roadway that obstruct sight distances at roadways and driveways along Cranberry
Highway.
4. Consider the appropriateness of posting additional speed limit signage, particularly in areas
where speeding is more common, in order to help enforcement.
Page 20
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #8: Drainage
Observations:
Of the 267 crashes that were reported along
Cranberry Highway between 2009 and 2011,
51(19%) occurred on wet pavement. Several
crashes appeared to be a direct result of a wet
roadway surface; these crashes tended to be rear-
end crashes where the following vehicle could not
stop in time. RSA team members noted that certain locations
along the corridor drain very poorly. One crash
was reported to have occurred on wet pavement
between a driver turning left out of McDonald’s
Catch basins were observed to be
and another turning left out Wendy’s, located
covered by leaves.
across the street, where standing water had
accumulated on Cranberry Highway. Team members also noted that water tends to collect on
Cranberry Highway in the vicinity of Advance Auto Parts. Catch basins at the intersection of
Cranberry Highway/Onset Road were observed at the time of the audit to be completely covered
with a thick layer of leaves.
Potential Enhancements:
1. As part of future reconstruction efforts, improve drainage along Cranberry Highway to
improve travel conditions for motorists.
2. In the short-term, maintain the existing drainage facilities to keep them clear of leaves and
other debris.
Page 21
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #9: Pavement Markings
Observations:
Cranberry Highway/Main Avenue
The intersection of Cranberry
Highway/Main Avenue features a
“jughandle” for Cranberry Highway
westbound vehicles that wish to make a
left turn onto Main Avenue southbound. The jughandle’s southbound approach
has no clear intended lane use. The
jughandle’s southbound approach is
wide enough motorists to form two
lanes; however, there is only one
receiving lane on the departure side of
the intersection on Main Avenue
southbound. The two signal indications
are post-mounted and do not indicate
intended lane use. There are no pavement markings or signage at
the Main Avenue jughandle approach that
indicates intended lane use.
Cranberry Highway/Cranberry Plaza Driveway/Home Depot Driveway
The Cranberry Plaza driveway northbound approach consists of two dedicated left-turn lanes and
a shared through/right-turn lane. One sideswipe crash occurred between two vehicles
simultaneously turning left out of Cranberry Plaza and one did not stay in the proper lane.
Potential Enhancements:
1. Consider the appropriateness of adding pavement markings to the jughandle approach at the
Cranberry Highway/Main Avenue intersection, formalizing intended lane use.
2. Consider the safety benefits of providing a dotted white lane line (DWLL) extension through
the intersection of Cranberry Highway/Cranberry Plaza to guide Cranberry Plaza northbound
dual left-turning vehicles in their lane as they turn into Cranberry Highway westbound.
Page 22
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #10: Solar Glare
Observations:
Six crashes reported were attributed to solar glare along the corridor. At the intersection of
Cranberry Highway/Main Avenue, three crashes occurred when motorists on Cranberry Highway
failed to yield for a red light and another occurred when a motorist failed to yield for a funeral
procession. Meanwhile, at the Cranberry Highway/Onset Avenue/Jefferson Shores Road
intersection, one crash occurred when an eastbound vehicle struck a left-turning vehicle from
Onset Avenue northbound because the motorist could not see the signal because of glare.
Another occurred when an eastbound motorist struck a cyclist turning from Cranberry Highway
westbound onto Onset Avenue. An RSA team member also suggested that solar glare may have
also contributed to a pedestrian fatality at Cranberry Highway/Onset Avenue, where a westbound
vehicle hit a pedestrian crossing Cranberry Highway. Back plates are not currently provided at
either of these intersections.
Potential Enhancements:
1. Consider the safety benefits of adding backplates to signal indications at the intersections of
Cranberry Highway/Main Avenue and Cranberry Highway/Onset Avenue to reduce the effect
of solar glare on motorists.
2. Consider the appropriateness of adding additional signal indications facing Cranberry
Highway approaches in order to reduce the effect of solar glare and improve visibility of
signal indications.
Page 23
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #11: Emergency Response
Observations:
An RSA team member noted that the Town of Wareham does have Opticom on their emergency
response vehicles; however, Opticom detection is not provided at the signalized intersections
within the study area.
Potential Enhancement:
1. Evaluate the feasibility of providing Opticom detection at signalized intersections along
the corridor to improve emergency response times.
Page 24
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Potential Safety Enhancements
Based on its observations and discussions, the RSA team identified the issues and possible enhancements
that could improve safety along Cranberry Highway between the Route 6/Route 28 junction and the
Bourne Town Line. Many of the enhancements identified during the RSA have already been evaluated as
part of the design process, although further design work or consideration may be necessary to determine
the feasibility of making some of the improvements.
Short-term enhancements include, but are not limited to:
� Remove redundant, outdated, and unnecessary signage;
� Provide a dashed white lane line extension for dual left-turning vehicles turning from Cranberry
Plaza onto Cranberry Highway westbound;
� Provide lane use designations at the jughandle approach at Cranberry Highway/Main Avenue;
� Repair or replace the pedestrian indications at Cranberry Highway/Main Avenue;
� Maintain drainage structures; and
�
Add additional speed limit signage in high-speed areas.
To enhance the safety of the corridor, the long-term enhancements are to:
� Improve access management by consolidating and narrowing commercial driveways;
� Evaluate feasibility of a continuous center median to eliminate left-turn and cross-over crashes;
� Provide continuous sidewalks along the corridor;
� Provide bicycle accommodations along corridor;
� Remove private signage, landscaping, and other obstructions from the public right-of way to
improve sight lines;
� Improve guide signage; and
� Improve drainage.
Page 25
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2 summarizes these safety issues, possible enhancements, estimated safety payoff, time frame, cost,
and responsibility. Safety payoff estimates are based on engineering judgment and are categorized as
low, medium, and high. The time frame is categorized as short-term (<1 year), mid-term (1 to 3 years),
or long-term (typically >3 years).
The costs are categorized as low (<$10,000), medium ($10,000 to $50,000), or high (>$50,000). It is the
responsibility of MassDOT to ensure that the designer incorporates the relevant safety enhancements
identified as part of this RSA. The RSA is intended to identify potential safety improvements that can be
evaluated and included as part of the design process for the resurfacing. The short-term low-cost
potential improvements could be considered by the responsible agency for implementation prior to
resurfacing.
Page 26
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2. Summary of Potential Safety Enhancements
Safety Issue
Access
Management
Cross-over
Crashes
Intersection
Control and
Geometry
Safety Enhancement
Consider the safety benefits of installing a raised median along
Cranberry Highway to eliminate crashes caused by left-turning
vehicles and reduce sideswipe crashes resulting from motorists
changing lanes. Given the number of businesses along both
sides of the roadway, installation of a median would need to
accommodate U-turns and heavy vehicles (e.g. WB-50s). Also,
consider emergency vehicle access and the appropriateness of
providing left-turn access/storage at major driveways.
Consider the feasibility of consolidating commercial driveways to
reduce the number of curb cuts along Cranberry Highway and
reduce motorist confusion and to encourage motorists to use
internal connections between businesses.
Replace the “One Way” (R6-2) sign at the Wendy’s exit driveway
with a “No Left Turn” symbol sign (R3-2). Also consider the
appropriateness of adding turn restrictions at all other driveways
within the study area.
Consider the safety benefits of installing a raised median along
Cranberry Highway to eliminate crashes caused by vehicles
crossing the centerline of the roadway.
Consider the appropriateness of replacing the yield control with
stop control on the Red Brook Road southwest-bound approach.
This change in control would need to be coupled with
enforcement.
Consider the feasibility of altering the geometry at the
intersection of Cranberry Highway/Red Brook Road so that rightturning traffic can better see oncoming traffic. It should be taken
into consideration that this may encourage left turns out of Red
Brook Road.
Safety
Payoff
Time Frame
Cost
Responsible Party
High
Long-term
High
MassDOT
High
Long-term
High
MassDOT/Town of
Wareham/
Abutters
Low
Short-term
Low
MassDOT/Wendy’s
High
Long-term
High
MassDOT
Low
Short-term
Low
MassDOT/Town of
Wareham
High
Long-term
High
MassDOT
Page 27
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2. Summary of Potential Safety Enhancements (continued)
Safety Issue
Intersection
Control and
Geometry
Safety Enhancement
Consider the appropriateness of installing a traffic signal at the
Cranberry Highway/Red Brook Road intersection, with a
protected left-turn phase on Cranberry Highway eastbound, if
warrants are met and in conjunction with geometric
improvements to help provide an orderly flow through the
intersection, and to improve overall intersection safety. Consider
the appropriateness of allowing left turns out of Red Brook Road
to reduce cut-through traffic through the 7-Eleven parking lot.
Consider the feasibility of adding a raised median on Cranberry
Highway east of the intersection of Cranberry Highway/Red
Brook Road to prevent drivers from cutting through the 7-Eleven
parking lot to turn left onto Cranberry Highway.
Consider the safety benefits of adding a protected left-turn
phase and a left-turn storage lane at the intersection of
Cranberry Highway/Onset Avenue.
Remove large shrub on the southeast corner of the intersection
of Cranberry Highway/Onset Avenue/Jefferson Shores Road to
improve visibility of the stop sign at the Onset Avenue
northbound channelized right-turn lane.
Consider the appropriateness of replacing the Onset Avenue
northbound right-turn lane from stop control to yield control at
the intersection of Cranberry Highway/Onset Avenue. Move the
existing stop sign, or yield sign if deemed appropriate, to its
appropriate location at the stop line at the intersection of
Cranberry Highway/Onset Avenue.
Work with land owner at the southwest corner of the intersection
of Cranberry Highway/Onset Avenue/Jefferson Shores Road
(#3213 Cranberry Highway) to remove boats from the edge of
the roadway to improve sightlines for vehicles at the Onset
Avenue northbound channelized right-turn lane.
Consider the appropriateness of adding traffic signal control to
the Onset Avenue northbound channelized right-turn lane at
Cranberry Highway/Onset Avenue.
Safety
Payoff
Time Frame
Cost
Responsible Party
High
Long-term
High
MassDOT
High
Long-term
High
MassDOT
High
Long-term
High
MassDOT
Low
Short-term
Low
MassDOT
Low
Short-term
Low
MassDOT
Low
Short-Term
Low
MassDOT/Owner of
#3213 Cranberry
Highway
Low
Long-Term
High
MassDOT
Page 28
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2. Summary of Potential Safety Enhancements (continued)
Safety Issue
Signage
Safety Enhancement
Safety
Payoff
Time Frame
Cost
Responsible Party
Reduce sign clutter along Cranberry Highway to reduce motorist
confusion. Replace outdated/worn signage as appropriate, and
reevaluate the effectiveness of all guide and warning signage as
part of future reconstruction efforts. Also work with abutters to
reduce the clutter of commercial signs along the corridor; the
abundance of commercial signage diverts attention from
regulatory and guide signage.
Low
Short-term/
Long-term
Low
MassDOT/Abutters
Re-evaluate the effectiveness of all existing guide signage for
Main Avenue via the “jughandle” along Cranberry Highway
westbound and consider providing improved signage that
illustrates how motorists should use the jughandle.
Low
Short-term
Low
MassDOT
Relocate Onset Avenue street name sign so that it is visible from
Cranberry Highway.
Low
Short-term
Low
MassDOT
Remove unnecessary pedestrian warning signage (W11-2) at
signalized intersections to reduce visual clutter.
Low
Short-term
Low
MassDOT
Consider the feasibility of providing continuous, ADA-compliant
sidewalks and pedestrian ramps along both sides of Cranberry
Highway to improve pedestrian safety.
High
Long-term
High
MassDOT
High
Short-term
Medium
MassDOT
Low
Long-Term
High
MassDOT
Repair the pedestrian signal at the intersection of Cranberry
Pedestrian
Highway/Main Avenue that is currently inoperative.
Accommodations
Consider the safety benefits of adding crosswalks and a
pedestrian phase at the intersection of Cranberry Highway/Red
Brook Road if the intersection is signalized as part of future
reconstruction efforts.
Page 29
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2. Summary of Potential Safety Enhancements (continued)
Safety Issue
Safety Enhancement
Consider the feasibility of improving existing, and/or installing
additional, lighting along Cranberry Highway so that pedestrians
are more visible to motorists at night.
Consider the appropriateness of improving existing, and/or
providing additional, pedestrian crossings across Cranberry
Pedestrian
Highway near major residential areas to reduce the distance
Accommodations
between existing signalized crossing locations and improve
overall pedestrian access and safety. If a signalized mid-block
crossing is considered, the potential for creating a false sense of
security for pedestrians should be taken into account since a
mid-block crossing may be unexpected by motorists.
Consider the safety benefits of providing bicycle
accommodations along both sides of Cranberry Highway, such
as a dedicated bicycle lane or wide shoulder, as part of future
reconstruction efforts.
Consider the feasibility of consolidating and/or narrowing curb
Bicycle
cuts to local businesses along Cranberry Highway to reduce the
Accommodations number of conflicts between vehicles and cyclists and to force
vehicles to slow before turning into or out of a driveway.
Consider the appropriateness of removing or improving the
existing bicycle route sign on the Onset Avenue northbound
approach at the intersection of Cranberry Highway/Onset
Avenue/Jefferson Shores Road.
Speed/Sight
Evaluate existing signal timing and verify that clearance intervals
Distance
are appropriate for the travel speeds along the corridor.
Safety
Payoff
Time Frame
Cost
Responsible Party
Medium
Long-Term
High
MassDOT/Town of
Wareham
High
Long-term
High
MassDOT
Low
Long-term
Low
MassDOT
High
Long-term
High
MassDOT/Individual
property owners
Low
Short-term
Low
MassDOT
Low
Short-term
Low
MassDOT
Page 30
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2. Summary of Potential Safety Enhancements (continued)
Safety Issue
Speed/Sight
Distance
Drainage
Pavement
Markings
Safety Enhancement
As part of long-term design efforts, consider of using a design
th
speed based on the 85 percentile speed, as eluded to in the
AASHTO “Green Book”, when a few design features are at a
slower design speed “… a higher design speed should be
selected for all geometric features, particularly sight distance on
crest vertical curves and across the inside of horizontal curves,”
or justify the use of the currently proposed design speed..
Consider the safety benefits of using design elements that
encourage slower travel speeds even in straight and flat
sections of the roadway, such as narrower travel lanes and/or
signal coordination that will penalize motorists for exceeding the
speed limit.
Work with land owners to remove signage, landscape elements,
and other objects along the edge of the roadways and driveways
that obstruct sight distances at roadways along Cranberry
Highway.
Consider the appropriateness of posting additional speed limit
signage, particularly in areas where speeding is more common,
in order to help enforcement.
As part of future reconstruction efforts, improve drainage along
Cranberry Highway to improve travel conditions for motorists.
In the short-term, maintain the existing drainage facilities to keep
them clear of leaves and other debris.
Consider the appropriateness of adding pavement markings to
the jughandle approach at the Cranberry Highway/Main Avenue
intersection, formalizing intended lane use.
Consider the safety benefits of providing a dotted white lane line
(DWLL) extension through the intersection of Cranberry
Highway/Cranberry Plaza to guide Cranberry Plaza northbound
dual left-turning vehicles in their lane as they turn into Cranberry
Highway westbound.
Safety
Payoff
Time Frame
Cost
Responsible Party
High
Long-term
High
MassDOT
Medium
Short-term
Low
MassDOT/Individual
property owners
Medium
Short-term
Low
MassDOT
Medium
Long-Term
High
MassDOT
Low
Short-term
Low
MassDOT
Low
Short-term
Low
MassDOT
Low
Short-term
Low
MassDOT
Page 31
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2. Summary of Potential Safety Enhancements (continued)
Safety Issue
Safety Enhancement
Consider the safety benefits of adding backplates to signal
indications at the intersections of Cranberry Highway/Main
Avenue and Cranberry Highway/Onset Avenue to reduce the
effect of solar glare on motorists.
Safety
Payoff
Time Frame
Cost
Responsible Party
Low
Short-term
Low
MassDOT
High
Long-term
High
MassDOT
High
Long-term
Medium
MassDOT
Solar Glare
Emergency
Response
Consider the appropriateness of adding additional signal
indications facing Cranberry Highway approaches in order to
reduce the effect of solar glare and improve visibility of signal
indications.
Evaluate the feasibility of providing Opticom detection at
signalized intersections along the corridor to improve emergency
response times.
Page 32
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Appendix A. RSA Meeting Agenda
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Appendix B. RSA Audit Team Contact List
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Appendix C. Detailed Crash Data
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REVISIONS
••
DATE
TITLE·
EXISTING CONDITIONS SURVEY
CRANBERRY HIGHWAY (ROUTE 6 & 28)
WAREHAM, MA
PREP.ARED
DATE:
FOR·
VANASSE HANGEN BRUSTLIN, INC
101 WALNUT STREET
WATERTOWN, MA 02471
BHA TTl GROUP
ENt:.INEERS, SUR'.t'EYORS AtJO SCIENTISTS
COMP./DES!GN
CHECK.
4 DEED BOOKS AND PAG£5, AND PLAN RU£RENC£S ARE TO
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NOTED NUWBfRS IN PAR£H1H£SES DENOT£: JH£ W.AR£H.W
ASSESSOR MAP ANO LOT D£SIGNATION
DECEMBER 22, 2009
vxx,.,
5 PLAN R£F£RENC£S:
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SCALE: 1"•40'
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NOTES:
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CD Crash Data Summary Table
Cranberry Hwy (Route 6), #2885-2886; Wareham, MA (1)
January 2009 - December 2011
Crash
# Date
Crash Day
m/d/y
1 10/16/09 Friday
2 12/3/09 Thursday
Time of Day
Monday
9:50 PM
Angle
Dark - lighted roadway Clear
4 8/22/10
Sunday
2:35 PM
Rear-end
Daylight
Wet
No Improper Driving
20
5 9/26/10
Sunday
9:03 PM
Single Vehicle Crash
Dark - lighted roadway Cloudy
Dry
No Improper Driving
47
Struck deer
Thursday
Thursday
Thursday
Wednesday
Saturday
12:43 AM
8:11 AM
2:33 PM
2:14 PM
11:25 AM
Single Vehicle Crash
Single Vehicle Crash
Rear-end
Rear-end
Angle
Dark - lighted roadway
Daylight
Daylight
Daylight
Daylight
Dry
Wet
Wet
Dry
Dry
No Improper Driving
No Improper Driving
No Improper Driving
No Improper Driving
Inattention
29
44
17
34
42
Hit shopping cart that was in roadway
Struck deer
Summary based on Crash Reports obtained from the Wareham Police Department.
Rain
Clear
Rain
Rain
Clear
Clear
Ages
D2
D3
22
30
65
Comments
3 4/12/10
10/14/10
11/4/10
11/4/10
7/20/11
8/6/11
Light Condition
Type
Daylight
Dusk
Weather
Condition
Type
Other
Clear
Road Surface
Driver Contributing Code
Type
Type
D1
Wet
Followed too closely
30
Dry
Followed too closely
49
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
Dry
manner
47
6
7
8
9
10
4:04 PM
5:12 PM
Manner of Collision
Type
Rear-end
Rear-end
63
32
31
57
26
D4
Veh #1 turining into Sunoco
Veh #2 turining into Big Joes Car
Wash. Slippery Road
31
Veh #2 leaving Sunoco
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #2885-2886; Wareham, MA (1)
CRASH MONTH
25%
20%
20%
15%
10%
10%
5%
0%
0%
0%
0%
J
F
M
20%
10%
A
0%
0%
M
J
20%
10%
J
A
S
10%
O
N
D
CRASH DAY OF WEEK
50%
40%
40%
30%
20%
10%
0%
20%
10%
10%
10%
10%
Friday
Saturday
0%
Monday
Tuesday
Wednesday
Thursday
Sunday
CRASH TIME OF DAY
60%
50%
40%
20%
0%
20%
10%
10%
10%
0%
6-10AM
10-2PM
2-6PM
6-10PM
10-2AM
2-6AM
CRASH MANNER OF COLLISION
60%
50%
40%
30%
20%
10%
0%
50%
30%
20%
0%
Single
Vehicle
Crash
Rear-end
Cranberry Hwy. #2885_#2886 (1).xls
Angle
0%
Sideswipe, Sideswipe,
same
opposite
direction
direction
2 of 3
0%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #2885-2886; Wareham, MA (1)
CRASH LIGHT CONDITION
80%
60%
40%
20%
0%
60%
30%
10%
0%
Daylight
Dawn
Dusk
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
60%
50%
40%
30%
20%
10%
0%
50%
30%
10%
0%
0%
0%
0%
0%
10%
0%
CRASH ROAD SURFACE
70%
60%
50%
40%
30%
20%
10%
0%
60%
40%
Dry
Wet
0%
0%
Snow
Ice
0%
0%
Sand, mud, Water
dirt, oil, (standing,
moving)
gravel
0%
0%
0%
Slush
Other
Unknown
CRASH DRIVER AGES
40%
32%
30%
21%
26%
20%
10%
0%
5%
5%
15-20
21-29
Cranberry Hwy. #2885_#2886 (1).xls
30-39
40-49
50-59
3 of 3
11%
60-69
0%
0%
70-79
80+
11/20/2012
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TITLE·
EXISTING CONDITIONS SURVEY
CRANBERRY HIGHWAY (ROUTE 6 & 28)
WAREHAM, MA
PREPARED
~.7!
pno""'7
~B
2.
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VANASSE HANGEN BRUSTLIN, INC
101 WALNUT STREET
WATERTOWN, MA 02471
..
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FOR:
BHA TTl GROUP
ENG1NEEPS S R-...EYORS
Ai~D
2009
AXXX
D,. i£
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SCiENTISTS
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SHEH 2 OF
4
(2) Crash Data Summary Table
Cranberry Hwy (Route 6), #2887-2994; Wareham, MA (2)
January 2009 - December 2011
Crash
# Date
Crash Day
m/d/y
Time of Day
1 3/24/09
2 4/8/09
Tuesday
Wednesday
10:49 PM
7:05 PM
Sideswipe, same direction
Rear-end
Dark, unknown
roadway lighting
Dusk
Clear
Clear
3 7/18/09
4 8/28/09
Saturday
Friday
10:45 AM
7:04 PM
Angle
Rear-end
Daylight
Daylight
Clear
Clear
Manner of Collision
Type
5 12/14/09 Monday
10:32 AM
Angle
6 12/19/09 Saturday
4:48 PM
Sideswipe, same direction
7 1/1/10
8 5/24/10
Friday
Monday
7:50 PM
12:04 PM
9 6/20/10
Sunday
10 7/6/10
11 8/13/10
12 9/27/10
Light Condition
Type
Weather
Condition
Type
Road Surface
Type
Dry
Dry
Driver Contributing Code
Type
D1
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
19
Inattention
38
21
47
Unknown
Wet
Inattention
Inattention
52
48
18
31
Ages
D2
D3
Clear
Dry
Fatigued/asleep
30
56
Cloudy
Dry
Unknown
23
65
Angle
Sideswipe, same direction
Daylight
Dark - lighted
roadway
Dark - lighted
roadway
Daylight
Clear
Clear
Dry
Dry
Failed to yield to right of way
No Improper Driving
17
64
46
16
7:09 AM
Angle
Daylight
Clear
Dry
Inattention
30
63
Tuesday
Friday
8:49 AM
7:41 PM
Rear-end
Rear-end
Daylight
Dusk
Clear
Clear
Dry
Dry
No Improper Driving
Inattention
43
34
49
66
Monday
2:43 PM
Angle
Daylight
Cloudy
Dry
Made an improper turn
25
85
13 10/2/10 Saturday
14 11/26/10 Friday
15 11/27/10 Saturday
3:49 PM
12:21 PM
2:20 PM
Angle
Rear-end
Rear-end
Clear
Rain
Clear
Dry
Wet
Dry
Inattention
No Improper Driving
No Improper Driving
21
40
61
57
21
38
16 12/1/10 Wednesday
17 12/23/10 Thursday
4:47 PM
12:09 PM
Rear-end
Rear-end
Daylight
Daylight
Daylight
Dark - lighted
roadway
Daylight
Rain
Cloudy
Wet
Wet
Inattention
Inattention
24
38
29
62
18 1/22/11
Saturday
12:43 PM
Angle
Daylight
Clear
Dry
Failed to yield to right of way
32
81
19 2/7/11
Monday
8:44 AM
Angle
Clear
Wet
Other improper action
21
55
20 2/26/11
Saturday
8:53 PM
Rear-end
Clear
Dry
Inattention
38
84
21 3/15/11
Tuesday
8:56 PM
Sideswipe, opposite direction
Daylight
Dark - lighted
roadway
Dark - lighted
roadway
Clear
Dry
Failed to yield to right of way
52
20
22 5/25/11
Wednesday
4:10 PM
Angle
Daylight
Clear
Dry
50
49
23 6/23/11
Thursday
8:22 PM
Angle
Dusk
Cloudy
Wet
Inattention
Failure to keep in proper lane or
running off road
37
39
Head on
Rear-end
Rear-end
Angle
Rear-end
Dark - lighted
roadway
Daylight
Daylight
Daylight
Daylight
Clear
Clear
Rain
Clear
Clear
Dry
Dry
Wet
Dry
Dry
No Improper Driving
Followed too closely
Inattention
Failed to yield to right of way
No Improper Driving
63
67
66
25
33
unk
36
43
23
48
24
25
26
27
28
6/26/11
8/20/11
10/13/11
11/25/11
12/1/11
29 12/3/11
Sunday
Saturday
Thursday
Friday
Thursday
Saturday
30 12/15/11 Thursday
8:39 PM
3:09 PM
3:53 PM
2:56 PM
2:38 PM
11:49 AM
Rear-end
8:46 PM
Angle
Daylight
Dark - lighted
roadway
Summary based on Crash Reports obtained from the Wareham Police Department.
Clear
Dry
Inattention
52
73
Rain
Wet
Inattention
25
30
Comments
D4
Veh #2 crossed the dotted line;
Operator was OUI
Veh #1 leaving CVS parking lot & did
not see Veh #2
63
Veh #1 going in a high speed, crossed
opposite lane, striking veh #2 & went
into a parking lot. Operator may have
been passed out.
Both Veh's leaving Plaza & Veh #2
came into Veh #1's lane
Veh #1 leaving Mobil & Veh #2
entering Mobil
A car pulled out abruptly causing Veh
#1 to stop quickly
unk
No left turn but Veh #2 turned left
when exiting CVS
Veh #1 turning left into Plaza & Veh
#2 turning right on red arrow
Veh #2 brakes failed to work
56
Veh #2 failed to stop in time
Veh #2 entering Cranberry Hwy, &
Veh #1 was unable to stop
Veh #2 leaving CVS & attempted to
swing around the rear of Veh #1
Veh #1 backed up as Veh #2 pulling
out of Mobil
Veh #2 taking protected left turn &
Veh #1 failed to stop for red light
Veh #1 exiting Mobil to enter the Plaza
entrance & did not see veh #2 while
crossing
Veh #1 exiting Plaza and spun into
Veh #2
Veh #2 crossed the center line,
striking veh #1; hit & run crash
Stopped in traffic
A pedestrian with a seeing eye dog
appeared in the crosswalk & veh #2
hit veh #1
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #2887-2994; Wareham, MA (2)
CRASH MONTH
23%
25%
20%
15%
10%
10%
7%
7%
7%
7%
10%
10%
7%
7%
3%
5%
3%
0%
J
F
M
A
M
J
J
A
S
O
N
D
CRASH DAY OF WEEK
30%
20%
27%
13%
10%
0%
Monday
17%
10%
10%
Tuesday
Wednesday
17%
7%
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
40%
33%
30%
20%
10%
0%
30%
23%
10%
3%
6-10AM
10-2PM
2-6PM
6-10PM
0%
10-2AM
2-6AM
CRASH MANNER OF COLLISION
50%
43%
40%
40%
30%
20%
10%
0%
10%
3%
0%
Single
Vehicle
Crash
Rear-end
Cranberry Hwy. #2887_#2994 (2).xls
Angle
Sideswipe, Sideswipe,
same
opposite
direction
direction
2 of 3
3%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #2887-2994; Wareham, MA (2)
CRASH LIGHT CONDITION
80%
60%
40%
20%
0%
63%
0%
Daylight
23%
10%
Dawn
Dusk
Dark ­
Lighted
Roadway
0%
3%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
80%
70%
60%
50%
40%
30%
20%
10%
0%
73%
13%
13%
0%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
80%
70%
60%
40%
27%
20%
0%
Dry
Wet
0%
0%
Snow
Ice
0%
0%
Sand, mud, Water
dirt, oil, (standing,
moving)
gravel
0%
0%
0%
Slush
Other
Unknown
CRASH DRIVER AGES
25%
20%
15%
10%
5%
0%
20%
23%
15%
13%
16%
7%
2%
15-20
21-29
Cranberry Hwy. #2887_#2994 (2).xls
30-39
40-49
50-59
3 of 3
60-69
70-79
5%
80+
11/20/2012
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TITLE:
EXISTING CONDITIONS SURVEY
CRANBERRY HIGHWAY {ROUTE 6 & 28)
WAREHAM, MA
2•
PREP.A.RED
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REVISIO'·JS
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VANASSE HANGEN BRUSTLIN, INC.
101 WALNUT STREET
WATERTOWN, MA 02471
::lUKiiEYORS P.<tU
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3 Of 14
R\ Crash Data Summary Table
Cranberry Hwy (Route 6), #3003-3018; Wareham, MA (3)
January 2009 - December 2011
Crash
# Date
Crash Day
m/d/y
1 3/10/09 Tuesday
2 4/29/09 Wednesday
Time of Day
Manner of Collision
Type
Weather
Condition
Type
Clear
Clear
3:28 PM
5:36 PM
Angle
Angle
Light Condition
Type
Daylight
Daylight
3 11/24/09 Tuesday
4:13 PM
Rear-end
Dark - lighted roadway Rain
Wet
Inattention
27
32
4 2/22/10
5 7/12/10
Monday
Monday
7:49 PM
4:31 PM
Rear-end
Angle
Dark - lighted roadway Clear
Daylight
Clear
Dry
Dry
Inattention
Inattention
56
78
74
67
6 7/19/10
7 8/28/10
Monday
Saturday
3:29 PM
2:51 PM
Rear-end
Sideswipe, same direction
Daylight
Daylight
Rain
Clear
Wet
Dry
No Improper Driving
Inattention
38
61
54
29
8 11/1/10
Monday
7:39 PM
Angle
Dark - lighted roadway Clear
Dry
No Improper Driving
23
40
9 12/21/10 Tuesday
6:01 PM
Single Vehicle Crash
Daylight
Snow
Ice
No Improper Driving
65
61
10 12/28/10 Tuesday
3:52 PM
Angle
Daylight
Clear
Dry
Inattention
41
74
11 7/7/11
Thursday
5:14 PM
Angle
Dry
No Improper Driving
45
56
12 2/1/11
Tuesday
11:23 AM
Rear-end
Dark - lighted roadway Cloudy
Blowing Sand,
Snow
Daylight
Snow
Followed too closely
25
24
13 7/10/11
14 8/13/11
Sunday
Saturday
2:34 PM
1:27 PM
Angle
Rear-end
Daylight
Daylight
Clear
Cloudy
Dry
Dry
75
47
46
17
15 9/6/11
16 9/10/11
Tuesday
Saturday
9:43 AM
5:15 PM
Sideswipe, opposite direction
Rear-end
Daylight
Daylight
Rain
Clear
Wet
Dry
19
23
64
24
17 9/25/11
Sunday
3:59 AM
Single Vehicle Crash
Dark - lighted roadway Clear
Dry
Failed to yield to right of way
Inattention
Swerving or avoiding due to wind,
slippery surface, vehicle, object, nonmotorist in roadway, etc.
Inattention
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
Summary based on Crash Reports obtained from the Wareham Police Department.
Road Surface
Driver Contributing Code
Type
Type
Dry
Inattention
Dry
Failed to yield to right of way
D1
53
33
Ages
D2
D3
47
16
42
Comments
D4
Veh #2 pulling out of 99 Restaurant
Veh #2 entering into Plaza
Veh #2 entering Burger King
Veh #2 turning left out of KFC
Slippery Road, Veh #1 hydroplaned on
the wet road
Veh #1 attempted to change lanes
22
52
Veh #3 pulling out of KFC
Slippery Road. Attempted to swerving
to avoid collision
Veh #3 attempted to turn into Walmart
but did not yield to on coming traffic
Both stated they had right a way due to
the traffic light
Veh #1 attempted to turn into Mogan's
Trailer Park
23
Veh #1 drifted across roadway, striking
traffic light pole
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #3003-3018; Wareham, MA (3)
CRASH MONTH
24%
25%
18%
20%
15%
12%
10%
5%
0%
12%
6%
F
12%
N
D
6%
0%
J
12%
M
A
0%
0%
M
J
0%
J
A
S
O
CRASH DAY OF WEEK
40%
30%
35%
24%
18%
20%
12%
6%
10%
0%
6%
0%
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
80%
59%
60%
40%
20%
0%
18%
12%
6%
6%
0%
6-10AM
10-2PM
2-6PM
6-10PM
10-2AM
2-6AM
CRASH MANNER OF COLLISION
50%
41%
35%
40%
30%
20%
12%
6%
10%
0%
6%
0%
Single
Vehicle
Crash
Rear-end
Cranberry Hwy. #3003_#3018 (3).xls
Angle
Sideswipe, Sideswipe,
same
opposite
direction
direction
2 of 3
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #3003-3018; Wareham, MA (3)
CRASH LIGHT CONDITION
80%
60%
40%
20%
0%
71%
29%
Daylight
0%
0%
Dawn
Dusk
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
70%
60%
50%
40%
30%
20%
10%
0%
59%
12%
18%
6%
0%
0%
6%
0%
0%
0%
CRASH ROAD SURFACE
80%
71%
60%
40%
18%
20%
0%
Dry
Wet
6%
6%
Snow
Ice
0%
0%
Sand, mud, Water
dirt, oil, (standing,
moving)
gravel
0%
0%
0%
Slush
Other
Unknown
CRASH DRIVER AGES
30%
25%
19%
20%
10%
0%
14%
8%
14%
8%
11%
0%
15-20
21-29
Cranberry Hwy. #3003_#3018 (3).xls
30-39
40-49
50-59
3 of 3
60-69
70-79
80+
11/20/2012
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REVISIONS:
FOR:
No
VANASSE HANGEN BRUS TLIN, INC.
101 WALNUT STREET
WATERTOWN, MA 02471
DATE
DATE: DECEMBER 22, 2009
CO M P./DE3iG~t
XXXX
CHEC.K: NIL
t.NVH'it.t.r:~.
:=ur:v'EYORS
857-J5C-SHJO
F"t11•:!!57-3!.0-81f.IO
P.i~U
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75
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S!rcet. Suite El10
Bo&ton, 1.1.1. C2!10-19!!7
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COLLISION DIAGRAM
CITYrrOWN :
(,/""'llci/AI"1
DATE PREPARED: REGION: ROADWAY NAMES: TIME PERIOD ANALYZED : SOURCE OF CRASH REPORTS:
\
North
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TYPES OF CRASH
....
Moving Vehicle
________.,.
Angle
Pedestrian
Turning Move
-+1 ............... 1
-+D
Parked Vehicle
Fixed Object
Rear End
-+c7<6
Bicycle
Sideswipe
-
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I
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Head On
Backing Vehicle
Non-Involved Vehicle
Animal
k
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,,
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Out of Control
0
Injury Accident
0
Fatal Accident
Crash Data Summary Table
Cranberry Hwy (Route 6), #3020-3037; Wareham, MA (4)
January 2009 - December 2011
Crash
# Date
Crash Day
m/d/y
Time of Day
1 2/19/09
Thursday
11:36 AM
Rear-end
Daylight
Cloudy
2 2/24/09
Tuesday
4:11 PM
Angle
Daylight
3 3/17/09
Tuesday
4:10 PM
Angle
Daylight
4 5/15/09
Friday
7:37 PM
Angle
Dusk
Manner of Collision
Type
Light Condition
Type
Weather
Condition
Type
Road Surface
Type
Ages
D2
D3
Dry
18
Clear
Dry
Inattention
19
18
Clear
Fog, Smog,
Smoke
Dry
Inattention
51
23
Veh #1 turning left into passing lane to
avoid a truck but stopped abruptly
Veh #2 turning into the parking lot of
Wendy's
Unk Veh let Veh #1 turn into
Mcdonald's and did not see veh #2
travling
Dry
Made an improper turn
20
53
Veh #1 turning left out of Wendy's
71
5 5/30/09
Saturday
9:50 AM
Sideswipe, same direction
Daylight
Cloudy
Dry
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
56
6 7/18/09
7 7/25/09
Saturday
Saturday
5:12 PM
4:56 PM
Unknown
Angle
Daylight
Daylight
Clear
Clear
Dry
Dry
No Improper Driving
Inattention
23
18
73
56
8 8/5/09
Wednesday
4:24 PM
Sideswipe, same direction
Daylight
Clear
Dry
No Improper Driving
17
17
9 9/6/09
Sunday
12:00 PM
Rear-end
Daylight
Clear
No Improper Driving
70
56
10 9/12/09
11 9/14/09
12 11/4/09
Saturday
Monday
Wednesday
5:48 PM
1:45 PM
11:28 AM
Head on
Angle
Angle
Daylight
Daylight
Daylight
Rain
Clear
Clear
Dry
Water
(standing,
moving)
Dry
Dry
Unknown
Visibility Obstructed
Failed to yield to right of way
43
19
51
19
80
68
13 12/5/09
Saturday
5:37 PM
Angle
Dark - lighted roadway Rain
Wet
Disregarded traffic signs, signals,
road markings
19
19
Sunday
Friday
Tuesday
Sunday
Sunday
4:43 PM
2:15 PM
11:45 AM
2:28 PM
2:28 PM
Rear-end
Rear-end
Angle
Angle
Rear-end
Dark - lighted roadway
Daylight
Daylight
Daylight
Daylight
Rain
Clear
Rain
Clear
Clear
Wet
Dry
Wet
Dry
Dry
Inattention
Inattention
Unknown
Inattention
No Improper Driving
38
19
47
53
65
87
26
67
27
66
19 6/16/10
20 6/29/10
21 7/9/10
Wednesday
Tuesday
Friday
4:35 PM
6:13 PM
3:03 PM
Angle
Angle
Unknown
Daylight
Daylight
Daylight
Clear
Clear
Clear
Dry
Dry
Dry
No Improper Driving
No Improper Driving
No Improper Driving
87
41
18
23
36
34
22 8/7/10
23 8/20/10
Saturday
Friday
6:45 PM
7:18 PM
Angle
Rear-end
Daylight
Dusk
Clear
Clear
Dry
Dry
Inattention
No Improper Driving
32
19
78
35
14
15
16
17
18
12/13/09
1/29/10
3/30/10
6/6/10
6/6/10
24 10/9/10
1:38 PM
Single Vehicle Crash
Daylight
Clear
Dry
Inattention
27
25 10/22/10 Friday
5:11 PM
Angle
Daylight
Clear
Dry
Failed to yield to right of way
18
56
26 11/8/10 Monday
27 11/11/10 Thursday
28 4/20/11 Wednesday
11:28 AM
12:03 PM
11:19 AM
Angle
Angle
Rear-end
Daylight
Daylight
Daylight
Rain
Cloudy
Cloudy
Wet
Dry
Dry
No Improper Driving
Failed to yield to right of way
Inattention
63
24
56
34
67
39
29 5/6/11
12:56 PM
Single Vehicle Crash
Daylight
Clear
Dry
Inattention
60
Saturday
Friday
Comments
Driver Contributing Code
Type
D1
Swerving or avoiding due to wind,
slippery surface, vehicle, object, nonmotorist in roadway, etc.
28
19
D4
44
42
Veh #2 cut in front of the motorcycle
causing the motorcycle to hit the veh
Veh #4 turning into Liquor Locker,
struck Veh #1
Veh #1 turning left out of Wendy's
Veh #2 travelling in left lane and pulls
into right travel lane
Operator crossed double yellow lines
to enter McDonalds
Veh #1 pulling out of Mcdonald's and
Veh #2 pulling out of Wendy's
Veh #1 turning left into Wendy's
Veh #1turning left into Wendy's
Veh #1 attempted to cut across the
roadway into the lot of Mcdonald's from
Wendy's.
Veh #1 turning left into Wendy's
Veh #2 turning left into Mcdonald's
Stopped in Traffic
Veh #2 turning into Bannana's and
Veh #1 pulled out of Wendy's
Veh #2 making a left out of Wendy's
21
Veh #1 exiting Mcdonald's attempting
to cross over to Liquor Locker
18
38
32
Veh #1 exiting Wendy's. Bicyclist did
not stop for a break in traffic for vehicle
to turn out of Wendy's.
Veh #1 attempted to pull into
Mcdonald's.
Veh #1 making a left turn into Cape
Cod gas
Veh #2 changing lanes
Veh #1 exiting Mcdonald's & collided
w/ a cyclist (attempted to go around
veh #1)
Crash Data Summary Table
Cranberry Hwy (Route 6), #3020-3037; Wareham, MA (4)
January 2009 - December 2011
Crash
# Date
Crash Day
m/d/y
6/5/11
6/10/11
Sunday
Friday
Friday
Friday
Sunday
Saturday
36 8/3/11
Time of Day
8:39 PM
2:46 PM
Manner of Collision
Type
Light Condition
Type
Weather
Condition
Type
Road Surface
Type
Driver Contributing Code
Type
D1
Ages
D2
D3
Veh #1 did not see cyclist & vice versa
3:10 PM
6:35 PM
12:50 PM
12:27 PM
Angle
Angle
Angle
Angle
Rear-end
Angle
Dark - lighted roadway
Daylight
Daylight
Daylight
Daylight
Daylight
Clear
Clear
Clear
Clear
Clear
Clear
Dry
Dry
Dry
Dry
Dry
Dry
No Improper Driving
Failed to yield to right of way
No Improper Driving
Failed to yield to right of way
No Improper Driving
Visibility Obstructed
26
37
44
31
30
32
26
93
48
52
46
Wednesday
3:26 PM
Angle
Daylight
Clear
Dry
Other improper action
45
48
37 8/5/11
38 9/13/11
Friday
Tuesday
8:59 PM
11:09 AM
Angle
Angle
Dark - lighted roadway Clear
Daylight
Clear
Dry
Dry
Inattention
Failed to yield to right of way
25
67
25
22
39 9/21/11
Wednesday
8:01 PM
Angle
Dark - lighted roadway Clear
Dry
Other improper action
25
25
40 10/13/11
Thursday
7:36 PM
Single Vehicle Crash
Dark - lighted roadway Cloudy
Wet
No Improper Driving
41
41 12/13/11
Tuesday
5:27 PM
Angle
Dark - lighted roadway Clear
Dry
Failed to yield to right of way
58
30
31
32
33
34
35
7/15/11
7/15/11
7/24/11
7/30/11
Summary based on Crash Reports obtained from the Wareham Police Department.
Comments
D4
Veh #2 turning left into Wendy's
Veh #2 exiting Wendy's
Veh #1 turning left out of Mcdonald's
Veh #2 exiting Mcdonald's & Veh #1
backed into her
Veh #1 making a left turn into Wendy's
Veh #2 exiting Mcdonald's
Veh #1 turning into Silver Lake Motel & did
not see scooter traveling
Fatal hit with pedestrian
24
Veh #1 pulling out of Cape Cod Gas
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #3020-3037; Wareham, MA (4)
CRASH MONTH
20%
17%
15%
15%
12%
10%
5%
12%
7%
5%
7%
7%
7%
O
N
D
5%
2%
2%
0%
J
F
M
A
M
J
J
A
S
CRASH DAY OF WEEK
30%
24%
20%
20%
10%
0%
15%
15%
15%
7%
5%
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
60%
44%
40%
32%
22%
20%
2%
0%
6-10AM
10-2PM
2-6PM
6-10PM
0%
0%
10-2AM
2-6AM
CRASH MANNER OF COLLISION
70%
60%
50%
40%
30%
20%
10%
0%
61%
20%
7%
Single
Vehicle
Crash
5%
Rear-end
Cranberry Hwy. #3020_#3037 (4).xls
Angle
0%
Sideswipe, Sideswipe,
same
opposite
direction
direction
3 of 4
2%
Head on
0%
5%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #3020-3037; Wareham, MA (4)
CRASH LIGHT CONDITION
100%
80%
60%
40%
20%
0%
78%
Daylight
0%
5%
Dawn
Dusk
17%
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
80%
70%
60%
50%
40%
30%
20%
10%
0%
73%
12%
12%
0%
0%
2%
0%
0%
0%
0%
CRASH ROAD SURFACE
Water
(standing,
moving)
0%
0%
0%
Unknown
2%
Other
0%
Slush
0%
Sand, mud,
dirt, oil,
gravel
0%
Snow
Wet
12%
Ice
85%
Dry
100%
80%
60%
40%
20%
0%
CRASH DRIVER AGES
25%
20%
15%
10%
5%
0%
19%
21%
15%
13%
13%
9%
15-20
21-29
Cranberry Hwy. #3020_#3037 (4).xls
30-39
40-49
50-59
4 of 4
60-69
5%
5%
70-79
80+
11/20/2012
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TITLE:
EXISTING CONDITIONS SURVEY
CRANBERRY HIGHWAY {ROUTE 6 & 28)
WAREHAM, MA
2.n
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PREPARED
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REVISIO'•!S
FOR·
VANASSE HANGEN BRUSTLI~ INC
101 WALNUT STREET
WATERTOWN, MA 02471
BHATTI GROUP
ENGlf'.lEE?S
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Crash Data Summary Table
Cranberry Hwy (Route 6), #3038-3057; Wareham, MA (5)
January 2009 - December 2011
Crash
# Date
Crash Day
m/d/y
Time of Day
1 1/31/09
Saturday
8:59 AM
Angle
Daylight
Clear
Monday
Sunday
Tuesday
Wednesday
Saturday
6:45 AM
10:29 AM
3:45 PM
4:16 PM
2:17 PM
Rear-end
Angle
Angle
Angle
Sideswipe, same direction
Daylight
Daylight
Daylight
Daylight
Daylight
7 11/19/09 Thursday
1:24 PM
Rear-end
Daylight
8 12/23/09 Wednesday
4:47 PM
Angle
2
3
4
5
6
3/30/09
4/26/09
8/4/09
8/12/09
8/15/09
Manner of Collision
Type
Light Condition
Type
Weather
Condition
Type
Road Surface
Type
Dry
Driver Contributing Code
Type
D1
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
24
Ages
D2
D3
21
Cloudy
Clear
Clear
Rain
Clear
Wet
Dry
Dry
Wet
Dry
Operating defective equiptment
No Improper Driving
No Improper Driving
Inattention
Visibility Obstructed
38
18
80
48
27
63
52
19
17
30
Clear
Dry
Inattention
33
49
Dark - lighted roadway Clear
Wet
Failed to yield to right of way
60
45
48
9 1/15/10
Friday
5:57 PM
Sideswipe, opposite direction
Dark - lighted roadway Clear
Dry
Swerving or avoiding due to wind,
slippery surface, vehicle, object, nonmotorist in roadway, etc.
52
10 7/31/10
11 8/13/10
Saturday
Friday
8:41 AM
1:19 PM
Single Vehicle Crash
Single Vehicle Crash
Daylight
Daylight
Clear
Clear
Dry
Dry
Unknown
No Improper Driving
23
47
19
12 8/30/10
13 2/5/11
14 7/10/11
Monday
Saturday
Sunday
3:17 PM
3:41 PM
1:42 PM
Angle
Angle
Rear-end
Daylight
Daylight
Daylight
Clear
Rain
Clear
Dry
Wet
Dry
Visibility Obstructed
Visibility Obstructed
No Improper Driving
20
35
33
70
31
65
15 8/23/11
16
17
18
19
9/27/11
10/8/11
10/10/11
11/5/11
Tuesday
4:33 PM
Rear-end
Daylight
Clear
Dry
Inattention
47
83
Tuesday
Saturday
Monday
Saturday
10:28 AM
3:25 PM
12:15 PM
10:26 AM
Rear-end
Angle
Rear-end
Angle
Daylight
Daylight
Daylight
Daylight
Clear
Clear
Clear
Cloudy
Dry
Dry
Dry
Dry
No Improper Driving
Failed to yield to right of way
Inattention
No Improper Driving
63
90
71
46
24
18
28
40
Summary based on Crash Reports obtained from the Wareham Police Department.
Comments
D4
Veh #1 attempted to pass Veh #2 by
going into the WB passing lane
Veh #1 attempted to turn into Dunkin
Donuts. Veh #2 had a brake
malfuncation
Veh #1 exiting Dunkin Donut
Veh #2 attempted to change lanes
Veh #1 slowed down to turn into
Subway Lot
Served left to avoid striking a
pedestrian cauing him to strike veh #2
Veh pulling out of Dunkin Donuts,
bicycle traveling against traffic and
collided
24
Veh #1 turned into Garden Homes
East
22
Veh #3 attempted to turn into Cartland,
veh #1 playing with her car radio
caused crash
Veh #1 attemped to turn into Dunkin
Donuts, Veh #2 collided with veh #1
swerving
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #3038-3057; Wareham, MA (5)
CRASH MONTH
35%
30%
25%
20%
15%
10%
5%
0%
32%
11%
11%
11%
5%
J
F
5%
5%
M
11%
5%
A
0%
0%
M
J
J
A
5%
S
O
N
D
CRASH DAY OF WEEK
40%
32%
30%
20%
16%
16%
11%
10%
0%
11%
11%
5%
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
60%
47%
37%
40%
20%
0%
16%
6-10AM
10-2PM
2-6PM
0%
0%
0%
6-10PM
10-2AM
2-6AM
CRASH MANNER OF COLLISION
47%
50%
40%
32%
30%
20%
10%
0%
11%
Single
Vehicle
Crash
5%
Rear-end
Cranberry Hwy. #3038_#3057 (5).xls
Angle
5%
Sideswipe, Sideswipe,
same
opposite
direction
direction
2 of 3
0%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy (Route 6), #3038-3057; Wareham, MA (5)
CRASH LIGHT CONDITION
100%
80%
60%
40%
20%
0%
89%
Daylight
0%
0%
Dawn
Dusk
11%
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
100%
80%
60%
40%
20%
0%
79%
11%
11%
0%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
79%
Water
(standing,
moving)
0%
0%
0%
Unknown
0%
Other
0%
Slush
0%
Sand, mud,
dirt, oil,
gravel
Snow
Wet
0%
Ice
21%
Dry
100%
80%
60%
40%
20%
0%
CRASH DRIVER AGES
25%
20%
15%
10%
5%
0%
23%
21%
15%
13%
10%
5%
15-20
21-29
Cranberry Hwy. #3038_#3057 (5).xls
30-39
40-49
50-59
3 of 3
5%
60-69
70-79
8%
80+
11/20/2012
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TITLE
EXISTING CONDITIONS SURVEY
CRANBERRY HIGJJl;'AY (ROUTE 6 & 28)
WAREHAM, MA
0
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REVISIONS:
FOR·
VANASSE HANGEN BRUSTLIN, INC
101 WALNUT STREET
WATERTOWN, MA 02471
BHATTI GROUP
ENCINEEPS
1157
SUR\-'EYORS AtJO SCIENTISTS
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70-17EC MHO
Crash Data Summary Table
Cranberry Hwy (Route 6), #3058-3075; Wareham, MA (6)
February 2009 - December 2011
Crash
# Date
Crash Day
m/d/y
1 2/13/09 Friday
Saturday
2 3/7/09
Time of Day
Weather
Condition
Type
Clear
Clear
Road Surface
Driver Contributing Code
Type
Type
Dry
Visibility Obstructed
Dry
Failed to yield to right of way
D1
52
25
Ages
D2
D3
31
46
1:56 PM
10:05 AM
Angle
Angle
Light Condition
Type
Daylight
Daylight
7:27 AM
2:57 PM
2:06 PM
4:01 PM
Angle
Angle
Rear-end
Rear-end
Daylight
Daylight
Daylight
Daylight
Cloudy
Rain
Clear
Clear
Wet
Wet
Dry
Dry
No Improper Driving
Cellular telephone
Inattention
No Improper Driving
37
30
45
28
51
16
38
35
7 10/12/09 Monday
5:19 PM
Angle
Daylight
Clear
Dry
Disregarded traffic signs, signals,
road markings
32
17
8 10/16/09 Friday
8:00 PM
Rear-end
Dark - lighted roadway Cloudy
Wet
49
53
9 11/21/09 Saturday
9:30 PM
Head on
Dark - lighted roadway Clear
Dry
25
19
10 1/2/10
11 2/3/10
Saturday
Wednesday
12:53 PM
3:33 PM
Angle
Rear-end
Daylight
Daylight
Snow
Cloudy
Wet
Dry
Physical Impairment
Failure to keep in proper lane or
running off road
Disregarded traffic signs, signals,
road markings
Other improper action
52
44
21
29
12 4/7/10
13 5/1/10
14 7/2/10
Wednesday
Saturday
Friday
11:05 AM
1:23 PM
1:34 PM
Rear-end
Rear-end
Angle
Daylight
Daylight
Daylight
Clear
Clear
Clear
Dry
Dry
Dry
No Improper Driving
Inattention
No Improper Driving
19
38
43
25
31
20
15 7/22/10
16 9/12/10
Thursday
Sunday
10:29 PM
5:55 PM
Angle
Sideswipe, same direction
Dark - lighted roadway Clear
Daylight
Cloudy
Dry
Dry
Failed to yield to right of way
Visibility Obstructed
53
23
20
39
Monday
Saturday
Friday
Monday
Thursday
Friday
8:31 AM
1:26 PM
8:36 AM
3:00 PM
4:09 PM
6:12 PM
Angle
Rear-end
Rear-end
Angle
Unknown
Rear-end
Daylight
Daylight
Daylight
Daylight
Daylight
Daylight
Clear
Clear
Clear
Clear
Clear
Clear
Dry
Dry
Dry
Dry
Dry
Inattention
Inattention
Inattention
Failed to yield to right of way
Distracted
Inattention
35
33
47
73
22
17
45
54
26
70
83
60
23 6/11/11
Saturday
1:28 PM
Rear-end
Daylight
Rain
Wet
Inattention
34
69
24 6/28/11
25 8/2/11
Tuesday
Tuesday
3:52 PM
3:20 PM
Rear-end
Angle
Daylight
Daylight
Clear
Clear
Dry
Dry
20
20
23
77
26 8/10/11
Wednesday
5:47 PM
Angle
Daylight
Clear
Dry
Inattention
Failed to yield to right of way
Disregarded traffic signs, signals,
road markings
47
25
27 8/26/11 Friday
28 11/23/11 Wednesday
29 12/21/11 Wednesday
11:25 AM
1:06 PM
1:29 PM
Angle
Rear-end
Angle
Daylight
Daylight
Daylight
Clear
Rain
Rain
Dry
Wet
Wet
Inattention
Inattention
No Improper Driving
33
22
55
83
31
24
30 1/5/10
7:06 PM
Angle
Dark - lighted roadway Clear
Dry
Failed to yield to right of way
51
42
3
4
5
6
17
18
19
20
21
22
3/11/09
3/19/09
4/20/09
5/11/09
11/29/10
12/4/10
2/4/11
2/7/11
4/21/11
5/13/11
Wednesday
Thursday
Monday
Monday
Tuesday
Manner of Collision
Type
Summary based on Crash Reports obtained from the Wareham Police Department.
Comments
D4
Attempt to exit Auto Spirit
Attempt to turn into # 3087
Vehicle #2 hit open car door of Vehicle
#1
Attempt to turn into # 3074
24
Vehicle on Rt. 6 failed to stop for red
light (claims his brakes malfunctioned)
Vehicle #1 may have fallen asleep and
went over double yellow
Vehicle on Main Ave failed to stop for
red light
34
Stopped for vehicle attempting to turn
into # 3074
Attempt to exit # 3056
Changing lanes
Vehicle on Rt 6 failed to stop for red
light
Attempt to turn into # 3074
Attemp to exit # 3066
Attemp to exit # 3066
18
36
Slowing for Vehicle in front to turn into
# 3066
Vehicle #2 cut off Vehicle #1, causing
Vehicle #3 to hit Vehicle #1
Attempt to exit # 3066
Vehicle on Rt 6 failed to stop for red
light
Vehicle #1 failed to yield to funeral
procession
Attempting to turn into # 3073
Attempting to exit # 3056
Attempting to exit Benny's
Crash Data Summary Tables and Charts
Intersection Route 6 #3058-3075; Wareham, MA (6)
CRASH MONTH
14%
12%
10%
8%
6%
4%
2%
0%
13%
10%
10%
10%
10%
10%
7%
7%
7%
7%
7%
3%
J
F
M
A
M
J
J
A
S
O
N
D
CRASH DAY OF WEEK
25%
20%
20%
20%
20%
17%
15%
10%
10%
10%
3%
5%
0%
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
37%
40%
37%
30%
20%
10%
0%
13%
10%
3%
6-10AM
10-2PM
2-6PM
6-10PM
0%
10-2AM
2-6AM
CRASH MANNER OF COLLISION
60%
50%
40%
30%
20%
10%
0%
50%
40%
3%
0%
Single
Vehicle
Crash
Rear-end
Cranberry Hwy. #3058_#3075 (6).xls
Angle
0%
Sideswipe, Sideswipe,
same
opposite
direction
direction
2 of 3
3%
Head on
0%
3%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Intersection Route 6 #3058-3075; Wareham, MA (6)
CRASH LIGHT CONDITION
100%
80%
60%
40%
20%
0%
87%
Daylight
0%
0%
Dawn
Dusk
13%
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
80%
70%
60%
50%
40%
30%
20%
10%
0%
70%
13%
13%
3%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
80%
73%
60%
40%
23%
20%
0%
Dry
Wet
0%
0%
Snow
Ice
0%
0%
Sand, mud, Water
dirt, oil, (standing,
moving)
gravel
0%
0%
0%
Slush
Other
Unknown
CRASH DRIVER AGES
28%
30%
25%
20%
10%
0%
14%
13%
9%
3%
15-20
21-29
Cranberry Hwy. #3058_#3075 (6).xls
30-39
40-49
50-59
3 of 3
60-69
5%
70-79
3%
80+
11/20/2012
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TITLE·
EXIS TING CtiNDITIONS SURVEY
I RANBERRY HIGHWAY (ROUTE 6 & 28}
WAREHAM, MA
PREP,-'\RED
- ~0
D• '1 ' DECEMBER 22
FOR:
r.. ,.)MP./DES!Gtl
VANASSE HANGEN BRUSTLIN, INC
101 WALNUT STREET
WATERTOWN, MA 02471
CHEGh..
t.l'l•.tw;t.~~
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(3) Crash Data Summary Table
Cranberry Hwy (Route 6), #3076-3099; Wareham, MA (7)
April 2009 - August 2011
Crash
# Date
Crash Day
m/d/y
Time of Day
1 4/23/09
Thursday
9:49 AM
Rear-end
Daylight
Clear
Dry
Followed too closely
38
26
Veh #1 slowing for uninvolved vehicle
2 6/14/09
3 8/15/09
Sunday
Saturday
1:23 AM
4:48 PM
Sideswipe, opposite direction
Angle
Dark - lighted roadway Rain
Daylight
Clear
Wet
Dry
Unknown
Inattention
19
47
21
Both vehicles traveling on center line
Veh #1 stopped suddenly to avoid
uninvolved vehicle that stopped
suddenly
Veh #1 stopped to turn into Old Iron
Gym
Manner of Collision
Type
Light Condition
Type
Weather
Condition
Type
Road Surface
Type
Driver Contributing Code
Type
D1
Ages
D2
D3
4 9/4/09
Friday
2:56 PM
Rear-end
Daylight
Clear
Dry
Inattention
25
26
5 12/3/09
Thursday
10:47 AM
Rear-end
Daylight
Cloudy
Wet
48
21
6 5/31/10
7 7/2/10
8 8/7/10
Monday
Friday
Saturday
6:39 AM
1:18 PM
10:50 AM
Angle
Angle
Angle
Daylight
Daylight
Daylight
Clear
Clear
Clear
Dry
Dry
Dry
Inattention
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
No Improper Driving
Inattention
31
53
44
19
61
54
9 8/30/10
Monday
4:48 PM
Rear-end
Daylight
Clear
Dry
Followed too closely
19
59
10 1/14/11
11 2/15/11
Friday
Tuesday
1:47 PM
4:31 PM
Angle
Angle
Daylight
Daylight
Cloudy
Clear
Dry
Dry
Made an improper turn
Failed to yield to right of way
25
45
60
67
12 8/26/11
Friday
6:23 PM
Sideswipe, same direction
Daylight
Clear
Dry
Failed to yield to right of way
26
17
Summary based on Crash Reports obtained from the Wareham Police Department.
Comments
D4
Pulling out of car wash driveway
Veh #2 was turning left into Salvation
Army
Uninvolved vehicle let Veh #2 turn out
of # 3090
Uninvolved vehicle let Veh #2 turn out
of Charlie's Place
Crash Data Summary Tables and Charts
Intersection Route 6 #3076-3099; Wareham, MA (7)
CRASH MONTH
35%
30%
25%
20%
15%
10%
5%
0%
33%
8%
8%
8%
8%
8%
8%
8%
0%
J
F
M
A
M
J
J
A
8%
0%
0%
O
N
S
D
CRASH DAY OF WEEK
40%
33%
30%
20%
17%
17%
8%
10%
0%
17%
8%
0%
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
40%
33%
33%
30%
20%
17%
8%
10%
0%
8%
0%
6-10AM
10-2PM
2-6PM
6-10PM
10-2AM
2-6AM
CRASH MANNER OF COLLISION
60%
50%
40%
30%
20%
10%
0%
50%
33%
8%
8%
0%
Single
Vehicle
Crash
0%
Rear-end
Cranberry Hwy. #3076_#3099 (7).xls
Angle
Sideswipe, Sideswipe,
same
opposite
direction
direction
1 of 3
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Intersection Route 6 #3076-3099; Wareham, MA (7)
CRASH LIGHT CONDITION
100%
80%
60%
40%
20%
0%
92%
Daylight
0%
0%
Dawn
Dusk
8%
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
80%
70%
60%
50%
40%
30%
20%
10%
0%
75%
17%
8%
0%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
83%
Water
(standing,
moving)
0%
0%
0%
Unknown
0%
Other
0%
Slush
0%
Sand, mud,
dirt, oil,
gravel
Snow
Wet
0%
Ice
17%
Dry
100%
80%
60%
40%
20%
0%
CRASH DRIVER AGES
40%
30%
30%
20%
17%
17%
10%
0%
13%
9%
15-20
21-29
Cranberry Hwy. #3076_#3099 (7).xls
30-39
40-49
50-59
2 of 3
13%
60-69
0%
0%
70-79
80+
11/20/2012
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Crash Data Summary Table
Cranberry Hwy (Route 6), #3100-3113; Wareham, MA (8)
January 2009 - December 2011
Crash
# Date
Crash Day
m/d/y
1 1/18/09 Sunday
2 1/21/09 Wednesday
1:13 PM
3:02 PM
Manner of Collision
Type
Rear-end
Rear-end
Light Condition
Type
Daylight
Daylight
Weather
Condition
Type
Snow
Clear
Clear
Time of Day
Road Surface
Driver Contributing Code
Type
Type
D1
Snow
Driving too fast for conditions
37
Snow
Inattention
22
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
Dry
manner
23
59
39
17
69
71
38
17
85
19
43
32
38
27
49
24
17
21
21
65
3 1/30/09
Friday
7:12 PM
Rear-end
Dusk
4 2/2/09
5 2/27/09
6 3/20/09
Monday
Friday
Friday
7:48 PM
5:20 PM
3:46 PM
Rear-end
Angle
Rear-end
Dark - lighted roadway Clear
Daylight
Clear
Daylight
Clear
Dry
Dry
Dry
Saturday
Thursday
Sunday
Thursday
Saturday
Friday
2:42 PM
7:32 PM
3:28 PM
4:36 PM
6:59 PM
11:11 AM
Angle
Rear-end
Rear-end
Angle
Rear-end
Rear-end
Daylight
Dusk
Daylight
Daylight
Daylight
Daylight
Dry
Dry
Dry
Dry
Dry
Wet
7
8
9
10
11
12
4/18/09
4/23/09
4/26/09
5/21/09
6/6/09
6/19/09
13 8/10/09
Clear
Clear
Clear
Clear
Clear
Rain
Inattention
Failed to yield to right of way
Inattention
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
Inattention
Cellular telephone
Inattention
Inattention
Inattention
Ages
D2
D3
16
20
10:33 AM
Rear-end
Daylight
Clear
Dry
No Improper Driving
85
68
14 12/31/09 Thursday
11:15 AM
Rear-end
Daylight
Cloudy
Wet
Inattention
37
54
15 4/28/10
16 5/3/10
17 5/12/10
Wednesday
Monday
Wednesday
11:29 AM
4:15 PM
4:44 PM
Angle
Angle
Rear-end
Daylight
Daylight
Daylight
Rain
Clear
Cloudy
Dry
Dry
Dry
Visibility Obstructed
Failed to yield to right of way
Inattention
65
29
40
37
35
35
18 7/6/10
Tuesday
4:54 PM
Sideswipe, same direction
Daylight
Clear
Dry
Inattention
32
57
19 8/21/10 Saturday
20 10/13/10 Wednesday
10:30 AM
2:51 PM
Angle
Angle
Daylight
Daylight
49
32
21 11/8/10
3:03 AM
4:43 PM
Monday
Monday
22 11/20/10 Saturday
Dry
Dry
Operating defective equiptment
Inattention
35
86
Single Vehicle Crash
Clear
Clear
Sleet, Hail,
Dark - lighted roadway Freezing Rain
Ice
Inattention
20
Angle
Dark - lighted roadway Clear
Dry
Inattention
17
Comments
D4
Vehicle stopped in turning lane
Uninvolved vehicle waved Veh #2 on
35
Vehicle rear-ended motorcycle
83
Veh #1 was turning into Gold World.
Veh #2 was stopped waiting for Veh
#1. Veh #3 struck Veh #2 and pushed
Veh #2 into Veh #1
Vehicle stopped for traffic congestion
Traffic was stopped in the outside
lane, crash occurred in the inside lane
23
Failed to stop in time, tried to swerve
around stopped vehicle
Brakes failed and vehicle swerved into
oncoming traffic
Occurred near 7-Eleven. Operator slid
off road and hit pole # 534/840
53
23
24
25
26
27
28
12/13/10
1/12/11
3/2/11
5/8/11
5/12/11
6/3/11
Monday
Wednesday
Wednesday
Sunday
Thursday
Friday
4:17 PM
12:25 PM
10:24 AM
9:52 AM
4:43 PM
1:13 PM
Rear-end
Angle
Angle
Rear-end
Rear-end
Rear-end
Dark - lighted roadway
Daylight
Daylight
Daylight
Daylight
Daylight
Rain
Snow
Clear
Clear
Clear
Cloudy
Wet
Snow
Dry
Dry
Dry
Dry
Inattention
Inattention
Failed to yield to right of way
Inattention
Inattention
Unknown
21
52
65
74
20
17
57
42
20
47
36
39
29
30
31
32
6/5/11
7/11/11
7/24/11
8/22/11
Sunday
Monday
Sunday
Monday
11:01 AM
12:52 PM
4:19 PM
12:57 PM
Single Vehicle Crash
Rear-end
Rear-end
Rear-end
Daylight
Daylight
Daylight
Daylight
Clear
Clear
Clear
Clear
Dry
Dry
Dry
Dry
No Improper Driving
Followed too closely
Inattention
Inattention
36
41
20
33
unk
24
36
60
33 9/17/11
Saturday
1:45 PM
Single Vehicle Crash
Daylight
Clear
Dry
No Improper Driving
55
16
34 9/17/11
Saturday
7:40 PM
Sideswipe, same direction
Dark - lighted roadway Clear
Dry
No Improper Driving
31
47
Uninvolved vehicle was stopped to
turn into 7-Eleven. Veh #2 was
stopped behind vehicle.
Hit & run crash; lumber off of another
vehicle's roof hit Veh #1
Pedestrian thought vehicle was turning into
7-Eleven lot, but vehicle was turning onto
Red Brook Road
Crash Data Summary Table
Cranberry Hwy (Route 6), #3100-3113; Wareham, MA (8)
January 2009 - December 2011
Crash
# Date
Crash Day
m/d/y
Time of Day
35 10/7/11
Friday
4:23 PM
Angle
Daylight
Clear
36 10/10/11
Monday
11:34 AM
Rear-end
Daylight
37 11/3/11
Thursday
5:41 AM
38 12/21/11
39 12/23/11
40 12/28/11
Wednesday
Friday
Wednesday
6:44 PM
2:12 PM
2:18 PM
Manner of Collision
Type
Light Condition
Type
Weather
Condition
Type
Dry
Driver Contributing Code
Type
Disregarded traffic signs, signals,
road markings
19
71
Clear
Dry
Inattention
84
50
Angle
Dark - lighted roadway Clear
Dry
Physical Impairment
23
40
Angle
Rear-end
Rear-end
Dark - lighted roadway Rain
Daylight
Clear
Daylight
Clear
Wet
Dry
Dry
Inattention
Followed too closely
Inattention
23
61
61
45
22
21
Summary based on Crash Reports obtained from the Wareham Police Department.
Road Surface
Type
D1
Ages
D2
D3
41
Comments
D4
Veh #1 was stopped for uninvolved vehicle
in front of them
Veh #1 jumped median and struck Veh #2
who was stopped at the intersection.
Operator of veh. #1 was OUI.
Crash Data Summary Tables and Charts
Intersection Route 6 #3100-3113; Wareham, MA (8)
CRASH MONTH
14%
12%
10%
8%
6%
4%
2%
0%
13%
13%
10%
10%
10%
8%
5%
5%
F
M
J
8%
8%
8%
O
N
5%
A
M
J
J
A
S
D
CRASH DAY OF WEEK
25%
20%
20%
20%
18%
15%
13%
15%
13%
10%
3%
5%
0%
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
60%
35%
40%
43%
15%
20%
3%
0%
5%
0%
6-10AM
10-2PM
2-6PM
6-10PM
10-2AM
2-6AM
CRASH MANNER OF COLLISION
60%
50%
40%
30%
20%
10%
0%
55%
33%
8%
Single
Vehicle
Crash
5%
Rear-end
Cranberry Hwy. #3100_#3113 (8).xls
Angle
0%
Sideswipe, Sideswipe,
same
opposite
direction
direction
1 of 4
0%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Intersection Route 6 #3100-3113; Wareham, MA (8)
CRASH LIGHT CONDITION
100%
80%
60%
40%
20%
0%
78%
Daylight
0%
5%
Dawn
Dusk
18%
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
80%
70%
60%
50%
40%
30%
20%
10%
0%
75%
10%
8%
5%
3%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
0%
0%
Unknown
0%
Other
0%
Slush
0%
Water
(standing,
moving)
Snow
3%
Sand, mud,
dirt, oil,
gravel
8%
Ice
10%
Wet
80%
Dry
100%
80%
60%
40%
20%
0%
CRASH DRIVER AGES
25%
20%
15%
10%
5%
0%
23%
23%
13%
11%
10%
10%
4%
15-20
21-29
Cranberry Hwy. #3100_#3113 (8).xls
30-39
40-49
50-59
2 of 4
60-69
70-79
6%
80+
11/20/2012
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EXISTING fCJNDITIONS SURVEY
CRANBERRY HIGHWAY (ROUTE 6 & 28}
WAREHAM MA
PREPARED
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FOR:
VANASSE HANGEN BRUSTLIN, INC
101 WALNUT STREET
WATERTOWN, MA 02471
BHA TTl GROUP
ENGINEERS S!JR'Y'EYORS AND SCiEN TISTS
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SHEET 9 OF 14
(§)
Crash Data Summary Table
Intersection Route 6 #3114-3131; Wareham, MA (9)
April 2010 - September 2011
Crash
# Date
Crash Day
m/d/y
Time of Day
1 4/22/10
Thursday
10:25 PM
Single Vehicle Crash
Dark - lighted roadway Cloudy
Wet
Unknown
22
2 5/18/10
3 1/28/11
Tuesday
Friday
3:34 PM
12:21 PM
Angle
Angle
Daylight
Daylight
Rain
Clear
Wet
Wet
Failed to yield to right of way
Failed to yield to right of way
62
44
29
69
3:41 PM
4:52 PM
2:33 PM
Angle
Rear-end
Rear-end
Daylight
Daylight
Daylight
Clear
Clear
Cloudy
Dry
Dry
Dry
Inattention
Inattention
No Improper Driving
81
29
30
48
46
22
4 7/14/11 Thursday
5 9/16/11 Friday
6 12/17/11 Saturday
Manner of Collision
Type
Light Condition
Type
Summary based on Crash Reports obtained from the Wareham Police Department.
Weather
Condition
Type
Road Surface
Type
Driver Contributing Code
Type
D1
Ages
D2
D3
Comments
D4
Operator lost control & hit utility pole
Uninvolved vehicle pulled out into the
vehicle's lane causing them to swerve
into mailbox
Veh #2 took a left turn where there is a
"No Left Turn" sign
Crash Data Summary Tables and Charts
Intersection Route 6 #3114-3131; Wareham, MA (9)
CRASH MONTH
20%
17%
17%
17%
17%
17%
17%
15%
10%
5%
0%
0%
0%
F
M
J
0%
A
M
0%
J
J
A
S
0%
0%
O
N
D
CRASH DAY OF WEEK
40%
33%
33%
30%
17%
20%
17%
10%
0%
0%
0%
Monday
Tuesday
0%
Wednesday
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
80%
67%
60%
40%
20%
0%
17%
17%
0%
0%
6-10AM
10-2PM
2-6PM
0%
6-10PM
10-2AM
2-6AM
CRASH MANNER OF COLLISION
60%
50%
40%
30%
20%
10%
0%
50%
33%
17%
0%
Single
Vehicle
Crash
Rear-end
Cranberry Hwy. #3114_#3131 (9).xls
Angle
0%
Sideswipe, Sideswipe,
same
opposite
direction
direction
2 of 3
0%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Intersection Route 6 #3114-3131; Wareham, MA (9)
CRASH LIGHT CONDITION
100%
80%
60%
40%
20%
0%
83%
Daylight
0%
0%
Dawn
Dusk
17%
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
60%
50%
40%
30%
20%
10%
0%
50%
33%
17%
0%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
60%
50%
40%
30%
20%
10%
0%
50%
Dry
50%
Wet
0%
0%
Snow
Ice
0%
0%
Sand, mud, Water
dirt, oil, (standing,
moving)
gravel
0%
0%
0%
Slush
Other
Unknown
CRASH DRIVER AGES
36%
40%
27%
30%
18%
20%
9%
10%
0%
9%
0%
15-20
0%
21-29
Cranberry Hwy. #3114_#3131 (9).xls
30-39
40-49
50-59
3 of 3
0%
60-69
70-79
80+
11/20/2012
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Crash Data Summary Table
Cranberry Hwy, #3132 - #3147; Wareham, MA (10)
May 2009 - November 2011
#
Crash Date
Crash Day
m/d/y
Time of Day
Manner of Collision
Type
Light Condition
Type
Weather
Type
Road Surface
Type
Driver Contributing Code
Type
D1
D2
Ages
D3
1 05/07/09 Thursday 9:51 AM
2 05/30/09 Saturday 9:33 AM
Angle
Angle
Daylight
Daylight
Rain
Rain
Wet
Dry
No Improper Driving
Inattention
21
80
40
54
3 11/12/09 Thursday 6:13 PM
Angle
Dusk
Clear
Dry
Failed to yield to right of way
59
64
4
5
6
7
12:56 PM
4:39 PM
5:44 PM
3:41 PM
Rear-end
Rear-end
Angle
Rear-end
Daylight
Daylight
Daylight
Daylight
Clear
Clear
Cloudy
Clear
Dry
Dry
Dry
Dry
No Improper Driving
Inattention
No Improper Driving
Inattention
76
18
18
60
73
61
19
24
8 08/22/11 Monday
6:27 PM
Angle
Daylight
Clear
Dry
Failed to yield to right of way
79
22
9 08/30/11 Tuesday
5:25 PM
Angle
Clear
Dry
Failed to yield to right of way
21
19
10 09/30/11 Friday
7:02 PM
Rear-end
Clear
Dry
Followed too closely
27
16
11 10/20/11 Thursday 4:39 PM
Daylight
Dark - lighted
roadway
Daylight
Clear
Dry
21
39
12 11/15/11 Tuesday
Daylight
Cloudy
Dry
Inattention
Failure to keep in proper lane or
running off road
25
57
09/23/10
02/10/11
04/22/11
08/01/11
Thursday
Thursday
Friday
Monday
Rear-end
Sideswipe, same
12:32 PM
direction
Summary based on Crash Reports obtained from the Wareham Police Department.
Comments
D4
Attempt to exit # 3134
Unaffiliated vehicle waived vehicle 1 out of #
3138 into vehicle 2
Operator adjusting visor for sun
Attempt to exit # 3138
Attempt to turn into # 3134
Glare of sun impeded operators view when
exiting # 3136
Attempt to turn into # 3138
65
Attempt to turn into # 3138
Crash Data Summary Tables and Charts
Cranberry Hwy, #3132 - #3147; Wareham, MA (10)
CRASH MONTH
27%
30%
25%
18%
20%
15%
9%
10%
5%
0%
0%
9%
9%
9%
0%
J
F
M
A
18%
M
0%
0%
J
J
0%
A
S
O
N
D
CRASH DAY OF WEEK
36%
40%
30%
20%
18%
18%
18%
9%
10%
0%
0%
Monday
Tuesday
0%
Wednesday
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
60%
45%
40%
20%
0%
27%
18%
9%
6-10AM
10-2PM
2-6PM
6-10PM
0%
0%
10-2AM
2-6AM
CRASH MANNER OF COLLISION
45%
50%
45%
40%
30%
20%
10%
0%
9%
0%
Single
Vehicle
Crash
0%
Rear-end
Cranberry Hwy. #3132_#3147 (10).xls
Angle
Sideswipe, Sideswipe,
same
opposite
direction
direction
1 of 3
0%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy, #3132 - #3147; Wareham, MA (10)
CRASH LIGHT CONDITION
100%
80%
60%
40%
20%
0%
82%
0%
Daylight
Dawn
9%
9%
Dusk
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
80%
70%
60%
50%
40%
30%
20%
10%
0%
73%
18%
9%
0%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
0%
0%
Unknown
0%
Other
0%
Slush
0%
Water
(standing,
moving)
Snow
0%
Sand, mud,
dirt, oil,
gravel
0%
Ice
0%
Wet
100%
Dry
120%
100%
80%
60%
40%
20%
0%
CRASH DRIVER AGES
30%
26%
22%
17%
20%
13%
10%
0%
13%
4%
4%
0%
15-20
21-29
Cranberry Hwy. #3132_#3147 (10).xls
30-39
40-49
50-59
2 of 3
60-69
70-79
80+
11/20/2012
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Crash Data Summary Table
Cranberry Hwy. #3148 - #3180; Wareham, MA (11)
August 2009 - September 2011
#
Crash Date
Crash Day
m/d/y
Time of Day
1 08/16/09 Sunday
2 10/30/09 Friday
8:56 AM
7:44 PM
Rear-end
Rear-end
Daylight
Daylight
Clear
Clear
Dry
Dry
3 06/14/10 Monday
9:02 AM
Angle
Daylight
Cloudy
4 09/06/10 Monday
1:35 PM
Rear-end
Daylight
5 09/07/10 Tuesday
4:46 PM
Rear-end
Daylight
6 11/27/10 Saturday
7:00 AM
7 09/22/11 Thursday 4:07 PM
Manner of Collision
Type
Light Condition
Type
Weather
Type
Road Surface
Type
Driver Contributing Code
Type
D1
Ages
D2
D3
Inattention
Inattention
25
21
25
71
Dry
Visibility Obstructed
20
48
Clear
Dry
Inattention
20
44
Clear
Dry
Inattention
43
80
Sideswipe, same direction
Daylight
Clear
Dry
Unknown
46
Unk
Angle
Daylight
Cloudy
Wet
No Improper Driving
48
76
Summary based on Crash Reports obtained from the Wareham Police Department
Comments
D4
Attempt to turn into # 3155
Attempt to turn into # 3155
Attempt to turn out of # 3175; view obstructed by
street sweeper
Veh. 2 stopped for unknown veh. turning left on
Choctaw Dr.
Operator 2 fled scene on foot
Crash Data Summary Tables and Charts
Cranberry Hwy. #3148 - #3180; Wareham, MA (11)
CRASH MONTH
50%
43%
40%
30%
20%
10%
0%
30%
14%
0%
0%
0%
0%
0%
J
F
M
A
M
14%
14%
0%
J
0%
J
A
S
O
N
D
CRASH DAY OF WEEK
29%
20%
14%
14%
14%
14%
14%
14%
Thursday
Friday
Saturday
Sunday
10%
0%
0%
Monday
Tuesday
Wednesday
CRASH TIME OF DAY
60%
43%
40%
29%
14%
20%
0%
6-10AM
10-2PM
14%
2-6PM
6-10PM
0%
0%
10-2AM
2-6AM
CRASH MANNER OF COLLISION
60%
50%
40%
30%
20%
10%
0%
57%
29%
14%
0%
Single
Vehicle
Crash
0%
Rear-end
Cranberry Hwy. #3148_#3180 (11).xls
Angle
Sideswipe, Sideswipe,
same
opposite
direction
direction
2 of 3
0%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy. #3148 - #3180; Wareham, MA (11)
CRASH LIGHT CONDITION
150%
100%
100%
50%
0%
Daylight
0%
0%
0%
0%
0%
0%
0%
Dawn
Dusk
Dark ­
Lighted
Roadway
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
80%
70%
60%
50%
40%
30%
20%
10%
0%
71%
29%
0%
0%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
86%
0%
0%
Water
(standing,
moving)
Slush
0%
0%
Unknown
0%
Other
0%
Sand, mud,
dirt, oil,
gravel
Snow
Wet
0%
Ice
14%
Dry
100%
80%
60%
40%
20%
0%
CRASH DRIVER AGES
50%
40%
30%
20%
10%
0%
38%
38%
15%
8%
0%
15-20
0%
21-29
Cranberry Hwy. #3148_#3180 (11).xls
30-39
40-49
3 of 3
0%
0%
50-59
60-69
70-79
80+
11/20/2012
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(rD Crash Data Summary Table
Cranberry Hwy, #3181 - #3202; Wareham, MA (12)
April 2009 - March 2011
#
Crash Date
Crash Day
m/d/y
Time of Day
Manner of Collision
Type
1 04/23/09 Thursday
2 06/20/09 Saturday
4:11 PM Rear-end
11:40 AM Rear-end
3 10/06/09 Tuesday
9:46 AM
4 03/13/10 Saturday
6:03 PM
Light Condition
Type
Weather
Type
Road Surface
Type
Driver Contributing Code
Type
D1
D2
Ages
D3
Daylight
Daylight
Clear
Cloudy
Dry
Dry
Inattention
Inattention
53
25
46
17
Rear-end
Daylight
Clear
Dry
Inattention
60
20
Angle
Dark - lighted
roadway
Rain
Wet
Inattention
19
47
5 05/10/10 Monday
8:03 AM
Single Vehicle Crash
Daylight
Cloudy
Dry
6 09/28/10 Tuesday
3:52 PM
Rear-end
Clear
Wet
7 12/20/10 Monday
7:48 PM
Single Vehicle Crash
Snow
Snow
No Improper Driving
40
8 03/31/11 Thursday
12:38 PM Angle
Daylight
Dark - lighted
roadway
Daylight
Swerving or avoiding due to wind,
slippery surface, vehicle, object, nonmotorist in roadway, etc.
Inattention
Cloudy
Dry
Made an improper turn
45
Summary based on Crash Reports obtained from the Wareham Police Department.
16
Stopped abruptly to allow traffic to enter from # 3199
Attempt to turn into # 3199
Veh. 1 stopped abruptly for unknown vehicle attempting to
pull into # 3199
Attempt to exit # 3187
Operator swerved off road to avoid rear-ending a stopped
box truck & hit a chain link fence
35
27
Comments
D4
19
21
30
Attempt tp turn into # 3203
Operator lost control of vehicle due to snow & struck pole
534/865
Attempt to turn into # 3198
Crash Data Summary Tables and Charts
Cranberry Hwy, #3181 - #3202; Wareham, MA (12)
CRASH MONTH
30%
25%
25%
20%
13%
15%
13%
13%
13%
13%
13%
10%
5%
0%
0%
0%
J
F
M
A
M
0%
0%
J
A
J
0%
S
O
N
D
CRASH DAY OF WEEK
30%
25%
25%
25%
25%
20%
10%
0%
0%
Monday
Tuesday
0%
Wednesday
Thursday
0%
Friday
Saturday
Sunday
CRASH TIME OF DAY
30%
25%
25%
25%
25%
20%
10%
0%
6-10AM
10-2PM
2-6PM
6-10PM
0%
0%
10-2AM
2-6AM
CRASH MANNER OF COLLISION
60%
50%
40%
30%
20%
10%
0%
50%
25%
25%
0%
Single
Vehicle
Crash
Rear-end
Cranberry Hwy. #3181_#3202 (12).xls
Angle
0%
Sideswipe, Sideswipe,
same
opposite
direction
direction
2 of 3
0%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy, #3181 - #3202; Wareham, MA (12)
80%
60%
40%
20%
0%
CRASH LIGHT CONDITION
75%
25%
Daylight
0%
0%
Dawn
Dusk
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
40%
35%
30%
25%
20%
15%
10%
5%
0%
38%
38%
13%
13%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
70%
60%
50%
40%
30%
20%
10%
0%
63%
25%
13%
0%
Dry
Wet
Snow
Ice
0%
0%
Sand, mud, Water
dirt, oil, (standing,
moving)
gravel
0%
0%
0%
Slush
Other
Unknown
CRASH DRIVER AGES
30%
25%
25%
25%
20%
13%
10%
0%
6%
15-20
21-29
Cranberry Hwy. #3181_#3202 (12).xls
30-39
40-49
50-59
3 of 3
6%
60-69
0%
0%
70-79
80+
11/20/2012
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WAREHAM. MA
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DATE.
FOR:
VANASSE HANGEN BRUSTLJN. INC
101 WALNUT STREET
WATERTOWN, MA 02471
BHATTI GROUP
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REGION:
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ROADWAY NAMES:
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SOURCE OF CRASH REPORTS:
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{3.A Crash Data Summary Table
Cranberry Hwy, #3203 - #3229; Wareham, MA (13)
March 2009 - October 2011
#
Crash Date
Crash Day
m/d/y
Time of Day
#
Manner of Collision
Type
1 3/26/09
Thursday
1:38 PM
2 Rear-end
2 3/29/09
Sunday
6:46 PM
3 Angle
#
Light Condition
Type
#
Weather
Type
#
Road Surface
Type
Driver Contributing Code
Type
#
D1
Ages
D2
D3
3 5/27/09
Wednesday 11:26 AM 2 Rear-end
1 Daylight
Dark - lighted
roadway
1 Daylight
2 Cloudy
1 Dry
4 5/31/09
Sunday
7:51 PM
1 Daylight
2 Cloudy
1 Dry
5 6/20/09
6 6/22/09
Saturday
Monday
12:16 PM 2 Rear-end
11:32 AM 2 Rear-end
1 Daylight
1 Daylight
2 Cloudy
3 Rain
1 Dry
2 Wet
7 7/28/09
Tuesday
4:31 PM
2 Rear-end
1 Daylight
1 Clear
1 Dry
8 8/16/09
9 10/6/09
10 3/6/10
Sunday
Tuesday
Saturday
5:44 PM
4:38 PM
1:22 PM
2 Rear-end
3 Angle
2 Rear-end
1 Clear
1 Clear
1 Clear
1 Dry
1 Dry
1 Dry
11 5/12/10
Wednesday 10:49 PM 6 Head on
1 Daylight
1 Daylight
1 Daylight
Dark - lighted
4
roadway
19 Inattention
Operating Vehicle in erratic, reckless, careless,
negligent, or aggressive manner
19 Inattention
99 Unknown
Operating Vehicle in erratic, reckless, careless,
10
negligent, or aggressive manner
19 Inattention
19 Inattention
5 Followed too closely
1 Clear
1 Dry
6 Made an improper turn
28
41
1 Daylight
2 Cloudy
2 Wet
18 Visibility Obstructed
18
55
1
1
1
1
1
3
1
1
1
2
1
1
5
19
13
19
Followed too closely
Inattention
Glare
Inattention
60
90
70
64
45
45
46
46
3 Angle
Sideswipe, same
direction
Rear-end
Rear-end
Head on
Rear-end
1 Clear
1 Dry
19 Inattention
48
75
4
3 Rain
2 Wet
6 Made an improper turn
74
17
68
46
62
55
54
88
50
43
53
20
60
85
30
18
63
50
10
12 5/19/10
Wednesday 9:52 AM
4
13
14
15
16
Monday
Wednesday
Tuesday
Saturday
11:58 AM
5:52 PM
9:34 AM
6:47 PM
2
2
6
2
17 1/27/11
Thursday
9:21 PM
2 Rear-end
18 3/29/11
Tuesday
9:13 PM
3 Angle
19 5/13/11
Friday
5:34 PM
3 Angle
Daylight
Daylight
Daylight
Daylight
Dark - lighted
4
roadway
Dark - lighted
4
roadway
1 Daylight
20 6/11/11
Saturday
4:45 PM
1 Single Vehicle Crash
21
22
23
24
25
Saturday
Sunday
Friday
Friday
Monday
10:45 AM
11:23 AM
6:07 PM
1:26 PM
2:27 PM
2
2
2
2
2
26 9/11/11
Sunday
8:14 AM
1 Single Vehicle Crash
1 Daylight
1 Clear
1 Dry
12 Over-correcting/over-steering
27 9/11/11
Sunday
6:24 PM
2 Rear-end
1 Daylight
1 Clear
1 Dry
10
8:28 AM
3 Angle
1 Daylight
1 Clear
1 Dry
13 Glare
5/31/10
6/9/10
8/3/10
9/4/10
6/18/11
6/26/11
7/22/11
8/12/11
8/22/11
28 10/31/11 Monday
Rear-end
Rear-end
Rear-end
Rear-end
Rear-end
Summary based on Crash Reports obtained from the Wareham Police Department.
Clear
Rain
Clear
Clear
Dry
Wet
Dry
Dry
1 Clear
1 Dry
1 No Improper Driving
21
21
1 Clear
1 Dry
19 Inattention
18
39
1 Clear
1 Dry
4 Failed to yield to right of way
42
23
1 Daylight
2 Cloudy
2 Wet
22 Operating defective equiptment
31
1
1
1
1
1
1
2
1
1
1
1
1
1
1
1
19
19
19
1
19
45
60
25
65
35
Daylight
Daylight
Daylight
Daylight
Daylight
Clear
Cloudy
Clear
Clear
Clear
Dry
Dry
Dry
Dry
Dry
Inattention
Inattention
Inattention
No Improper Driving
Inattention
Operating Vehicle in erratic, reckless, careless,
negligent, or aggressive manner
Comments
D4
Attempt to turn into #3220
Operator claims to have been distracted by
dog
Accelerator pedal was stuck & operator hit fire
hydrant
32
29
26
33
26
62
Over accelerated to avoid oncoming vehicle &
hit MassDOT sign
25
33
52
19
31
Operator claims did not see red light because
of glare
Crash Data Summary Tables and Charts
Cranberry Hwy, #3203 - #3229; Wareham, MA (13)
CRASH MONTH
25%
21%
21%
20%
14%
15%
14%
11%
10%
5%
7%
7%
4%
0%
0%
J
F
0%
M
A
M
J
J
A
S
O
0%
0%
N
D
CRASH DAY OF WEEK
25%
20%
15%
21%
18%
14%
14%
14%
11%
10%
7%
5%
0%
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
40%
32%
30%
20%
25%
25%
14%
10%
0%
4%
6-10AM
10-2PM
2-6PM
6-10PM
0%
10-2AM
2-6AM
CRASH MANNER OF COLLISION
70%
60%
50%
40%
30%
20%
10%
0%
61%
21%
7%
Single
Vehicle
Crash
4%
Rear-end
Cranberry Hwy. #3203_#3229 (13).xls
Angle
0%
Sideswipe, Sideswipe,
same
opposite
direction
direction
1 of 3
7%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy, #3203 - #3229; Wareham, MA (13)
CRASH LIGHT CONDITION
100%
80%
60%
40%
20%
0%
86%
Daylight
0%
0%
Dawn
Dusk
14%
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
80%
70%
60%
50%
40%
30%
20%
10%
0%
68%
21%
11%
0%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
82%
Water
(standing,
moving)
0%
0%
0%
Unknown
0%
Other
0%
Slush
0%
Sand, mud,
dirt, oil,
gravel
Snow
Wet
0%
Ice
18%
Dry
100%
80%
60%
40%
20%
0%
CRASH DRIVER AGES
18%
20%
16%
15%
15%
10%
18%
13%
9%
5%
5%
70-79
80+
5%
0%
15-20
21-29
Cranberry Hwy. #3203_#3229 (13).xls
30-39
40-49
50-59
2 of 3
60-69
11/20/2012
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EXISTING CO NDITIONS SURVEY
RANBERRl HIGHWAY {ROUTE 6 & 28}
WAREHAM, MA
2
ORFP.t>.RED
·10
0
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REV ISIO N S :
FQR:
VANASSE HANGEN BRUSTLIN, INC
101 WALMJT STREET
II' ATERTOWN, MA 02471
BH ATTI GR OUP
No.
DAiE
DATE
r~OMP
Q£.;EMBER 22, 2009
/D£'i!Gtl
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ENf.>INEE?S SlJ P."...t:'i'ORS A:lQ SCiEN TI STS
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4
{i) Crash Data Summary Table
Cranberry Hwy, #3230 - End of Project; Wareham, MA (14)
August 2009 - August 2011
#
Crash Date
Crash Day
m/d/y
Time of Day
Manner of Collision
Type
Light Condition
Type
#
Weather
Type
Road Surface
Type
Driver Contributing Code
Type
D1
Ages
D2
D3
1 8/4/09
Tuesday
7:11 PM
Rear-end
Daylight
1 Clear
Dry
Inattention
44
52
2 9/4/09
3 10/3/09
Friday
Saturday
5:36 PM Rear-end
12:16 PM Angle
Daylight
Daylight
1 Clear
3 Rain
Dry
Wet
40
66
16
20
4 5/7/10
Friday
1:48 PM
Daylight
1 Clear
Dry
Followed too closely
No Improper Driving
Swerving or avoiding due to wind,
slippery surface, vehicle, object, nonmotorist in roadway, etc.
5 7/7/10
Wednesday
11:18 AM Angle
Daylight
1 Clear
Dry
Visibility Obstructed
24
18
6 7/9/10
7 8/5/11
Friday
Friday
4:14 PM
8:54 PM
Daylight
Dark - lighted roadway
1 Clear
2 Cloudy
Dry
Dry
Inattention
Inattention
66
79
27
78
Single Vehicle Crash
Rear-end
Angle
Summary based on Crash Reports obtained from the Wareham Police Department.
Comments
D4
Attempt to turn into #3242. Operator claims
to have taken eyes off road
Operator switched lanes abruptly
Operator got "cut off" by an unknown
vehicle, swerved and hit a utility pole
19
Vehicle changed lanes quickly to avoid
stopped truck in lane
Crash Data Summary Tables and Charts
Cranberry Hwy, #3230 - End of Project; Wareham, MA (14)
CRASH MONTH
35%
30%
25%
20%
15%
10%
5%
0%
33%
17%
0%
0%
0%
0%
J
F
M
A
17%
17%
17%
0%
M
J
J
A
S
O
0%
0%
N
D
CRASH DAY OF WEEK
80%
67%
60%
40%
17%
20%
0%
0%
0%
Monday
Tuesday
17%
0%
Wednesday
0%
Thursday
Friday
Saturday
Sunday
CRASH TIME OF DAY
60%
50%
33%
40%
17%
20%
0%
0%
6-10AM
10-2PM
2-6PM
6-10PM
0%
0%
10-2AM
2-6AM
CRASH MANNER OF COLLISION
60%
50%
40%
30%
20%
10%
0%
50%
33%
17%
0%
Single
Vehicle
Crash
Rear-end
Angle
Cranberry Hwy. #3230_End of Project (14).xls
0%
Sideswipe, Sideswipe,
same
opposite
direction
direction
2 of 3
0%
Head on
0%
0%
Rear to Rear Unknown
11/20/2012
Crash Data Summary Tables and Charts
Cranberry Hwy, #3230 - End of Project; Wareham, MA (14)
CRASH LIGHT CONDITION
100%
80%
60%
40%
20%
0%
70%
60%
50%
40%
30%
20%
10%
0%
83%
Daylight
0%
0%
Dawn
Dusk
17%
Dark ­
Lighted
Roadway
0%
0%
0%
0%
Dark ­
Roadway
not lighted
Dark ­
unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
67%
17%
17%
0%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
83%
Water
(standing,
moving)
0%
0%
0%
Unknown
0%
Other
0%
Slush
0%
Sand, mud,
dirt, oil,
gravel
Snow
Wet
0%
Ice
17%
Dry
100%
80%
60%
40%
20%
0%
CRASH DRIVER AGES
30%
27%
27%
18%
20%
9%
10%
0%
18%
0%
15-20
21-29
30-39
Cranberry Hwy. #3230_End of Project (14).xls
0%
0%
40-49
50-59
3 of 3
60-69
70-79
80+
11/20/2012
Road Safety Audit
Cranberry Highway (Routes 6 and 28), Wareham, MA
Prepared by Howard/Stein-Hudson Associates, Inc.
Appendix D. Additional Information ALL TRAFFIC
l!iDI,I,JTII)~Jri!s
~
Speed Summary Report
For Town of Wareham on 12/13/2012 at 7:40AM
Page 1 of 5
Generated by Officer Bryan Whalen
Time of Day: 0:00 to 23:59
Location: Police HQ, BREAKFAST NOOK, E
Dates: 12/6/2012 to 12/1212012 (Su, M, T, W, Th, F, Sa)
Notes:
1 of 5
ALL TRAFFIC
$ Dli,J 'i!' 11:):N !$
~
Speed Summary Report
For Town of Wareham on 12/13/2012 at 7:40 AM
Page 2 of 5
Generated by Officer Bryan Whalen
Time of Day: 0:00 to 23:59 Location: Police HQ, BREAKFAST NOOK, E
Dates: 12/6/2012 to 12/12/2012 (Su, M, T, W, Th, F, Sa) 2 of5
ALL TRA.FFIC
5 Dt. UTI Q:t.l
~
$
Speed Summary Report
For Town of Wareham on 12/13/2012 at 7:40 AM
Page 3 of 5
Generated by Officer Bryan Whalen
Time of Day: 0:00 to 23:59 Location: Police HQ, BREAKFAST NOOK, E
Dales: 12/6/2012 to 12/12/2012 (Su, M, T, W, Th, F, Sa) 3 of5
ALL TRAFFIC
$Df,.IJTIQ:NS
7
Speed Summary Report
For Town of Wareham on 12/13/2012 at 7:40AM
Page 4 of 5
Generated by Officer Bryan whalen
Time of Day: 0:00 to 23:59 Location: Police HQ, BREAKFAST NOOK, E
Dates: 12/6/2012 to 12/12/2012 (Su, M, T, W, Th, F, Sa) Volumes by Compliance
Sign Effectiveness
3500
3000
2500
2000
1500
1000
500
Vehicles Slowed
Other44%
.,.._.§>
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o·
.o"
~-
d'
6·
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..,..o"' .,.oo·-"" ...,ti·o"' -v·-""
..j-<ft'
">
e Compliant e Violators
Vehicles Slowed
Speeds 50
---------.................
'· ,_, ,
0 " 0 0 0 0 0 llo I 0 10 j
0 0 ... .,m,.
40
30
........ 1100 to .0 1 1 ,. 0 I
0
~
~"-------
~~ •oo.oo-o•o·o
1
~" 0 " 0 II •·•• o.o oo oo •·IH o 0 0 .,.0 ••• 0 0 o·oo·•••l-tl 1·1•-oo 1 o 1 o• oo oil 0 "'"""'"'"'""""."""'"'"'"••
----------------------------­---------­,_------------------------·-----------·
""I I• 0 o I ... ...
l·o I 0 0 I II I 0 0 0 I i oiJ; 0 " 0 0 I I I i I o o o o I I I 0 1 o o 0 o I I l l 1 o o o o i o 1• o I • ol
20
10
0
~
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0
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Speed Limit
.o0
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e Avg Speed e 65% Speed I
4 of5
ALL TRA.FFIC
$ [;tl U T
II)~
~
5
Speed Summary Report
Page 5 of 5
For Town of Wareham on 12/13/2012 at 7:40AM
Generated by Officer Bryan Whalen
Time of Day: 0:00 to 23:59 Location: Police HQ, BREAKFAST NOOK, E
Dates: 12/6/2012 to 12/12/2012 (Su, M, T, W, Th, F, Sa) Overall Summary
Total Days of Data
4
Speed Limit
35
Average Speed
38.87
50th Percentile Speed
39.18
85th Percentile Speed
44.64
Pace speed range
39 to 48
Maximum Speed
71
Minimum Speed
5
Display Status?
No Speed Feedback
Average Volume per Day
6,682.58
Total Volume
21,825
5 of 5
ALL TRAFFIC
5DLUT!Ot115
7
Speed Summary Report
For Town of Wareham on 12/10/2012 at 4:20PM
Page 1 of5
Generated-by Officer Bryan Whalen
Time of Day: 0:00 to 23:59 Location: Police HQ, KFC, W
Dates: 12/3/2012 to 12/9/2012 (Su, M, T, W, Th, F, Sa) Notes: 1 of 5
ALL TRAFFIC
SQt.l,lTfO,NS
~
Speed Summary Report
ForTown of Wareham on 12/10/2012 at4:20 PM
Generated by Officer Bryan Whalen
Location: Police HQ, KFC, W
Page2 of5
Time of Day: 0:00 to 23:59 Dates: 12/3/2012 to 12/9/2012 (Su, M, T, W, Th, F, Sa) 2 of5
ALL TRAFFIC
$QLI)TIQ.N5
7
Speed Summary Report
For Town of Wareham on 12/10/2012 at 4:20PM
Page 3 of 5
Generated by Officer Bryan Whalen
Time of Day: 0:00 to 23:59 Location: Police HQ, KFC, W
Dates: 12/3/2012 to 12/9/2012 (Su, M, T, W, Th, F, Sa) 3 of5
ALL TRAFFIC
Speed Summary Report
5Dli,JTIQ:III~
~
For Town of Wareham on 12/10/2012 at 4:20PM
Page 4 of5
Generated by Officer Bryan Whalen
Time of Day: 0:00 to 23:59 Location: Police HQ, KFC, W
Dates: 12/3/2012 to 12/9/2012 (Su, M, T, W, Th, F, Sa) Volumes by Compliance
Sign Effectiveness
4500
4000
3500
3000
2500
2000
1500
1000
500
Vehicles Slowed
Other 48%
01--,--.­
...
_<:P
_l)ll
I)•
.Ill>
I><'
Ill)
<0·
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~-
- <:)<:)
-..'<>·
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.,oo·
<:)<:)
~-
<:)<:)
'i}·
e Compliant e Violators
Vehicles Slowed
Speeds
45
40
35
30
25
20
15
10
~~~~~····::~·~·~·:·:·::=:::::::::::===~===~=··:··~~=~-~======::::::::::::::::::::::::::::::::::::::::::::~~~~~~ 5
0
~
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v~ --.·~ .-.,.~
~
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Speed Lirnit • Av_?Speed
~
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~
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4 of5
ALLTRAFFfC
r-,
:5DiLUT/I)·... S
Speed Summary Report
For Town of Wareham on 12/10/2012 at 4:20PM
Page 5 of 5
Generated by Officer Bryan Whalen
Time of Day: 0:00 to 23:59
Location: Police HQ, KFC, W
Dates: 12/3/2012 to 12/9/2012 (Su, M, T, W, Th, F, Sa)
Overall Summary
Total Days of Data
6
Speed Limit
35
Average Speed
34.06
50th Percentile Speed
35.1
85th Percentile Speed
40.96
Pace speed range
36 to 45
Maximum Speed
82
Minimum Speed
5
Display Status?
No Speed Feedback
Average Volume per Day
8,228.6
Total Volume
41,143
5 of5