ROAD SAFETY AUDIT
Washington Street (Route 53) at Mutton Lane
Washington Street (Route 53) at Pleasant Street
Town of Weymouth
February 13, 2015
Prepared For:
MassDOT Highway Division
Prepared By:
Nitsch Engineering
2 Center Plaza, Suite 430
Boston, MA 02108
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Table of Contents
Project Data ................................................................................................................................. 1
Background ................................................................................................................................. 2
Project Location and Description .............................................................................................. 2
Audit Observations ..................................................................................................................... 6
Potential Safety Enhancements ............................................................................................... 12
Summary of Road Safety Audit ............................................................................................... 14
List of Tables
Table 1. Participating Audit Team Members ............................................................................................. 1
Table 2. Time Frame and Costs Breakdown ............................................................................................ 14
Table 3. Potential Safety Enhancement Summary - Washington Street (Route 53) at Mutton Lane ...... 15
Table 4. Potential Safety Enhancement Summary - Washington Street (Route 53) at Pleasant Street ... 16
List of Figures
Figure 1: Locus Map ................................................................................................................................. 4
Figure 2: Study Locations ......................................................................................................................... 5
List of Appendices
Appendix A: RSA Meeting Agenda
Appendix B: RSA Audit Team Contact List
Appendix C: Detailed Crash Data
Appendix D: Traffic Counts
Appendix E: Additional Information – April 2012 CTPS Study
Appendix F: Road Safety Audit References
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Project Data
A Road Safety Audit for the intersections of Washington Street (Route 53) at Mutton Lane and
Washington Street (Route 53) at Pleasant Street occurred on Monday, December 15, 2014 in Weymouth,
MA. As indicated in Table 1, the audit team consisted of representatives from the Town of Weymouth,
MassDOT Traffic Engineering & Safety, MassDOT District 6, Central Transportation Planning Staff
(CTPS) and a Town of Weymouth resident. The group observed operations and safety at the two study
intersections and this report documents the audit team’s findings. The RSA agenda can be found in
Appendix A. Contact information for the team members can be found in Appendix B.
Table 1. Participating Audit Team Members
Name
Paul Picariello
Andy Nagle
Jennifer Inzana
Stephen Farr
Jeff Bandini
Kevin Chiang
Erin Kinahan
Courtney Dwyer
Raj Kulen
Jim Clarke
Sgt. Greg Hayford
Owen MacDonald
Rick Chase
Agency/Affiliation
Town of Weymouth Resident
Central Transportation Planning Staff (CTPS)
MassDOT
Nitsch Engineering
Nitsch Engineering
MassDOT
MassDOT
MassDOT – District 6
MassDOT – District 6
Weymouth Planning Department
Weymouth Police Department
Weymouth Traffic Engineer
Weymouth Fire Department
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Background
The intersection of Washington Street (Route 53) and Pleasant Street in Weymouth was among the
Massachusetts Department of Transportation’s (MassDOT) Top 200 Crash Locations from 2010 – 2012,
ranking at #153 in terms of Equivalent Property Damage Only (EPDO)1. EDPO is a process that
evaluates crashes in terms of severity, where fatal crashes are weighted by 10, injury crashes are weighted
by 5 and property damage only or non-reported is weighted by 1.
In April 2012, the Central Transportation Planning Staff (CTPS) completed an “Arterial Traffic Signal
Improvements and Coordination Study” for the intersections and roadway between Washington Street
(Route 53) at Mutton Lane and Washington Street (Route 53) at Pleasant Street. The study included
traffic counts from June 2009 and examined six (6) alternatives within the study area. The study
recommended that an exclusive left-turn lane for westbound traveling vehicles at the Washington Street
(Route 53) at Pleasant Street intersection and all the necessary signal timing changes, signing and new
signal heads be implemented.
The Road Safety Audit (RSA) is one of the first steps in this design process as well as a necessary step for
the project to be eligible to receive Highway Safety Improvement Program (HSIP) federal funds for
construction. The goal of this RSA is to identify potential safety issues that can be addressed with shortterm improvements prior to construction and long-term improvements that can be incorporated into the
design. All improvements should adhere to the MassDOT guidelines for intersection design.
The RSA is a collaborative process by state, municipal, law enforcement, public works, and design
consultants. The process involves conducting a meeting to discuss current crash data and safety issues at
the site, visiting the site to discuss possible solutions that would improve safety, and preparing a written
report that outlines the safety issues discussed along with the costs, timeline, and agency responsibility for
implementing improvements.
Project Location and Description
The Locus Map of the study area is shown in Figure 1. An aerial map of the two intersections of
Washington Street (Route 53) at Mutton Lane and Washington Street (Route 53) at Pleasant Street is
shown in Figure 2.
Washington Street (Route 53) is classified as an urban minor arterial that runs in a relative east-west
direction through the project area. Route 53 is designated as a north-south route, however, and
northbound is to the west and southbound is to the east. West of Mutton Lane and east of Pleasant Street,
Washington Street is a two-lane roadway with one travel lane in each direction. Approaching the two
study intersections from both the east and west and the area in between the two study intersections
“2012 Top Crash Locations Report”, Massachusetts Department of Transportation, Highway Division, September
2014
1
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Washington Street is striped for two lanes in each direction with one foot shoulders. The intersections are
separated by approximately 800 feet where there are a number of commercial site driveways on both sides
of the roadway. Washington Street serves approximately 17,000 vehicles per day west of Mutton Lane;
approximately 10,500 vehicles per day between Mutton Lane and Pleasant Street; and approximately
15,000 vehicles per day east of Pleasant Street. The speed limit on Washington Street in the vicinity of
the intersections is 35 mph. The roadway is maintained by MassDOT.
Mutton Lane is classified as a local roadway that runs in a general north-south direction with one lane in
each direction for a total length of approximately 0.55 miles. The roadway has both its northern and
southern termini as intersections with Pleasant Street, the northern terminus as a “Y”-type intersection
north of Washington Street and the southern terminus as a “T”-type intersection south of Washington
Street. The intersection of Washington Street at Mutton Lane is a four-way intersection. Mutton Lane
has a truck exclusion for vehicles over 2 ½ tons south of Washington Street. The land use on Mutton
Lane is almost exclusively residential. Mutton Lane serves approximately 4,500 vehicles per day and
there is no posted speed limit. The roadway is maintained by the Town of Weymouth.
Pleasant Street is classified as an urban minor arterial that runs in a general north-south direction through
the project area. The roadway has its southern terminus at Main Street (Route 18) in Weymouth and its
northern terminus at Jackson Square, at the intersection with Broad Street and Commercial Street in
Weymouth. Pleasant Street is one lane in each direction, however widens to accommodate two approach
lanes at the intersection with Washington Street. Pleasant Street is primarily residential with some
commercial uses. Pleasant Street serves approximately 16,500 vehicles per day and the speed limit is 30
mph. The roadway is maintained by the Town of Weymouth.
Nitsch Engineering evaluated the last three years of available crash data (2010 – 2012) from the Town of
Weymouth police records to establish some of the existing safety concerns at the two intersections.
For the Washington Street at Pleasant Street intersection, a total of 54 crashes were reported over the
three-year period. Of the crashes, 20% were personal injury only. A majority of the crashes (59%) were
angle type due to a failure to yield while executing a left-turn. Crashes typically occurred mid-day or
during the peak hours, with the majority of crashes (61%) occurring during daylight hours and/or during
dry conditions. Crashes exhibited no discernable pattern between day of the week or month of the year.
For the Washington Street at Mutton Lane intersection, a total of 21 crashes were reported over the threeyear period. Of the crashes, 24% were personal injury only. Approximately 67% of the crashes were
angle type due to failure to yield while executing left-turn. Most of the angle crashes involved entering
and exiting the existing gas station located in the southwest corner of the intersection. The majority of the
crashes (62%) occurred during the daylight and/or during dry conditions. Crashes exhibited no
discernable pattern between day of the week or month of the year.
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Figure 1: Locus Map
Road Safety Audit
Washington Street (Route 53) at Mutton Lane &
Washington Street (Route 53) at Pleasant Street
Weymouth, MA
Data Source: MassGIS
Nitsch Project #9720.6
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Figure 2: Study Locations
Road Safety Audit
Washington Street (Route 53) at Mutton Lane &
Washington Street (Route 53) at Pleasant Street
Weymouth, MA
Data Source: MassGIS
Nitsch Project #9720.6
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Audit Observations
Based on a summary of the existing crash information, audit participants identified safety issues at the
two intersections and are summarized below:
Washington Street (Route 53) at Mutton Lane:

Access Management:
o
Audit participants noted that Washington Street between Mutton Lane and Pleasant Street
has many commercial driveways that can be difficult given the four-lane cross section in
this area.
Looking east at the 4-lane cross section along
Washington Street (Route 53) towards Pleasant Street
o
The curb cut on the south side of Washington Street west of the intersection to/from the
Super Petroleum Gas Station presents potential safety concerns with respect to vehicles
entering and exiting the site. The orientation of the gas station pumps causes vehicles
entering the gas station from Mutton Lane to be angled northwest when exiting the
Washington Street curb cut. This creates challenges for vehicles making a right-turn
from the station and may encourage left-turns at this location onto Washington Street.
The Gas Station shares a building with A&A Auto Radiator, however the radiator
business contains its own curb cut on the south side of Washington Street separate from
the gas station.
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Two curb cuts along the south side of Washington Street to
access the property on the southwest corner of the Mutton
Lane intersection

o
Gas Station patrons can be seen frequently utilizing both the curb cut for the radiator
business and the curb cut for the gas station. The gas station generates a fairly high
number of vehicle trips and frequent turnover on its relatively small lot size. Both the gas
station and radiator business curb cuts are located fairly close to the intersection, such
that turning left from the site onto Washington Street can be extremely difficult.
o
Due to the relatively high quantity of vehicles on the gas station site at any given time,
vehicles desiring to enter the site frequently queue out onto Washington Street and will
block vehicles in the outer-eastbound lane from traversing the intersection, causing
additional delays.
Traffic Operations:
o
Washington Street eastbound is the only approach that contains a protected/permissive
phase with existing “Left Turn Yield on Green (ball)” signage. Because of the presence
of a protected/permissive phase, it was noted that crashes executing the left-turn
maneuver may have been caused by vehicles turning after the protected portion of the
phase was complete and not properly yielding the right-of-way to oncoming Washington
Street westbound traffic.
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
o
The taper length exiting the intersection due westbound should be checked for minimum
taper distance, as it may be too abrupt given the departure speed and width reduction. No
‘Lane Ends’ sign (W4-2) is present.
o
The traffic signal loops at the intersection were found to be inoperable, which is likely
due to Washington Street recently being resurfaced. The loop repair is part of the
ongoing resurfacing contract and it is anticipated the repair will be completed shortly
after the RSA was performed.
No backplates present at the traffic signals at the
Washington Street at Mutton Lane intersection

Traffic Signal Placement & Visibility: It was noted that the traffic signals are mounted on a
single span wire, which may reduce the visibility of the signals for vehicles waiting at the stop
line. Signage is also mounted on the span wire, which may contribute to sign clutter, where
signage could elsewhere be post-mounted (in the instance of “No Turn on Red” signage) and may
block adjacent signal heads in the event of high winds. Backplates are absent from each of the
traffic signal housings and may make it difficult to identify the signal indication when the sun is
low on the horizon.

Pedestrian Accommodation:
o
Crosswalks are present across each approach, however pedestrian ramps at each
crosswalk termini are not compliant with current Americans with Disabilities Act (ADA)
standards.
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
o
There is a mid-block crossing located approximately 150 feet west of the stop line for the
Washington Street (Route 53) eastbound approach to the intersection that does not
contain ADA-compliant ramps. There is advanced and at-intersection warning signage
approaching the crossing from the west, however no supplemental warning plaque (W167P) is present at the crossing. Traveling from the east, at-intersection warning signage
and the supplemental plaque is present; however no advanced warning signage is present,
as the signage would need to be placed too close to the intersection.

Bicycle Accommodation: Bicycle accommodations are not present at the intersection, however
sufficient shoulder width for bicycle traffic is present outside the limits to the west of the
intersection.

Emergency Vehicle Pre-emption: The intersection was noted for not having an emergency
vehicle pre-emption system.
Washington Street (Route 53) at Pleasant Street:

Traffic Operations:
o
At all four approaches, there are no exclusive left or right-turn lanes or exclusive left-turn
phases. Due to the volume of turning vehicles from Washington Street westbound and
Pleasant Street southbound and the volume of oncoming (opposing) traffic to those two
movements, exclusive left-turn lanes and protected or protected/permissive phases may
be warranted.
o
Because of the volume of turning
vehicles from these two approaches and
the two general purpose approach
lanes, the left-most lane can act as a defacto left-turn lane forcing through
traffic to shift lanes as they approach
the intersection.
o
The taper length exiting the intersection
due eastbound should be checked for
minimum taper distance, as it may be
too abrupt given the departure speed
and width reduction. No ‘Lane Ends’
sign (W4-2) is present.
o
The traffic signal loops on the Pleasant
Street approaches were noted for being
placed on maximum recall, such that Vegetation along Pleasant Street hindering the
the phase continued (and did not revert
view of the traffic signals at the Washington
to the Washington Street phase) when
Street intersection
vehicles along Pleasant Street were no
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
longer present. This may be due to Washington Street recently being resurfaced, as their
repair is part of the ongoing resurfacing contract. It is anticipated the repair will be
completed shortly after the RSA was performed.


Intersection Geometry and Pavement Markings:
o
While traveling northbound or southbound along Pleasant Street there is only one
receiving lane departing the intersection, requiring vehicles to merge shortly after
traversing the intersection.
o
Heavy vehicles were observed having difficulty executing the right-turn maneuver from
Washington Street eastbound to Pleasant Street southbound.
Traffic Signal Visibility:
o
For the Pleasant Street southbound approach, signal indications are post-mounted with no
backplates. This may cause the signals to be blocked by vehicles in the queue,
particularly if large vehicles are present.
o
There are no backplates for the Pleasant Street northbound approach.
o
Existing horizontal curve and vegetation approaching the intersection via Pleasant Street
northbound inhibits the view of the signal. There is an existing ‘Signal Ahead’ warning
sign, but there was some indication from the audit team that dynamic signage may be
more appropriate.

Bicycle accommodations: There are no bicycle accommodations at the intersection.

Pedestrian Accommodations:

o
Crosswalks are present across each approach, however pedestrian ramps at each
crosswalk termini are not compliant with current Americans with Disabilities Act (ADA)
standards.
o
The pedestrian signal heads located on the northwest, northeast and southeast quadrants
of the intersection are the outdated ‘text’ style pedestrian heads that read “DON’T
WALK” and “WALK”.
o
The “WALK” indication across the Pleasant Street southbound approach was
indistinguishable, as the background illuminator was inoperable.
Access Management:
o
The shopping plaza on the northwest corner, which contains a coffee shop, liquor store,
Chinese take-out restaurant and a barber shop, contains two full-access and full-egress
curb cuts, one on Washington Street and one on Pleasant Street. Both curb cuts are
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
located only approximately 40 feet from the intersection. There is signage at the egress
point from the site onto Pleasant Street that specifies “Right Turn Only”. As the sign is
not an MUTCD-approved, the audit team questioned if this sign is official and
enforceable.
o

The curb cuts along both Washington Street and Pleasant Street to/from the plaza located
on the northwest corner of the intersection contains a slight grade separation, as the plaza
is located at a slightly higher elevation than the roadway. This can cause vehicles turning
into the site to make an abrupt stop as they enter the plaza, as drivers may not be aware of
this condition, causing delay along both Washington Street and Pleasant Street,
respectively.
Emergency Vehicle Pre-emption: The intersection contains an emergency vehicle pre-emption
system, which was found to be operable during the audit.
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Potential Safety Enhancements
Following review crash data and traffic counts and a discussion of potential safety issues, audit
participants were asked to consider possible safety enhancements.
Washington Street (Route 53) at Mutton Lane:

Investigate combining the two curb cuts along Washington Street entering and exiting Super
Petroleum Gas Station and A&A Auto Radiator,espectively, into one curb cut serving both
businesses.

Prohibit left-turns to/from Super Petroleum Gas Station and A&A Auto Radiator onto
Washington Street by adding a median island along Washington Street west of the intersection
from the approach to the mid-block crossing, a total length of approximately 150 feet.
Washington Street in this vicinity may have to be widened to accommodate the required island
width.

Investigate modifying the lane usage along Washington Street between Mutton Lane and Pleasant
Street, where one lane in each direction along Washington Street would be eliminated in favor of
an exclusive bicycle lane in each direction and a center Two-Way Left-Turn Lane (TWLTL).

Increase the clearance time between the Washington Street eastbound leading phase and the
simultaneous operation of Washington Street eastbound and westbound.

Install a W4-2 ‘Lane Ends’ sign west of the intersection for westbound travel.

Furnish backplates along the traffic signal housings.

Install pedestrian ramps at the intersection and at the mid-block crossing located approximately
150 feet west of the intersection that are compliant with ADA standards.

Install crosswalk warning signage approaching and located at the intersection that is compliant
with standards outlined in the Manual on Uniform Traffic Control Devices (MUTCD).

Install an emergency pre-emption system.
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Washington Street (Route 53) at Pleasant Street:

Examine the feasibility and resulting traffic operations of the following:
o
Re-stripe the left approach lane at the Washington Street westbound and Pleasant Street
southbound approaches to exclusive left-turn lanes and the right approach lane to a
shared through/right-turn lane.
o
Modify the Washington Street westbound and Pleasant Street southbound approaches to
include a protected or protected/permissive phase. This improvement would be
implemented in conjunction with exclusive left-turn lanes for Washington Street
westbound and Pleasant Street southbound.
o
Investigate modifying the lane usage along Washington Street between Mutton Lane and
Pleasant Street, where one lane in each direction along Washington Street would be
eliminated in favor of an exclusive bicycle lane in each direction and a center Two-Way
Left-Turn Lane (TWLTL).

Install a W4-2 ‘Lane Ends’ sign east of the intersection for eastbound travel.

The audit team suggested prohibiting left-turns from Pleasant Street northbound and modifying
the lane usage to include a through-only and a shared through/right-turn only. Signage for
vehicles that wish to turn left from Pleasant Street onto Washington Street would be indicated in
advance of Mutton Lane and drivers would be instructed to turn onto Mutton Lane. Upon further
review, this suggestion did not take into account the heavy vehicle exclusion on this portion of
Mutton Lane.

Widen the departure lanes on either side of Pleasant Street to include two receiving lanes. If
widening is not possible or feasible, examine the possibility of striping the two areas for two
receiving lanes.

Furnish a mast arm with backplates for signals facing the Pleasant Street southbound approach.

Furnish backplates for the signals facing the Pleasant Street northbound approach.

Trim vegetation overhanging the sidewalk on the west side of the Pleasant Street at the
northbound approach.

Install dynamic “Signal Ahead” signage for the Pleasant Street northbound approach.

Reconstruct pedestrian ramps at each crosswalk termini to meet ADA standards.

Modify pedestrian signal heads to meet current MUTCD standards.
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6

If pedestrian signal heads are not replaced, the background illuminators for the “WALK”
indications across the Pleasant Street southbound approach should be repaired.

Investigate the official regulation on the prohibition of left-turns out of the shopping plaza on the
northwest corner onto Pleasant Street. The Town of Weymouth may want to create a legally
enforceable prohibition of left-turns out of the plaza onto Pleasant Street if none currently exists.

The curb cuts along both Washington Street and Pleasant Street to/from the plaza should be regraded for a smoother transition.
Summary of Road Safety Audit
MassDOT has retained Nitsch Engineering to prepare this Road Safety Audit (RSA) for the intersections
of Washington Street (Route 53) at Mutton Lane and Washington Street (Route 53) at Pleasant Street.
As part of the RSA process going forward, each of the potential safety enhancements is classified by time
frame and cost, as shown in Table 2.
Table 2. Time Frame and Costs Breakdown
Time Frame
Short-term
< 1 year
Mid-term
1-3 years
Long-term
> 3 years
Low
Medium
High
Costs
< $10,000
$10,000-$50,000
> $50,000
The safety issues, potential improvements, estimated safety payoff, time frame, and cost for the
intersection of Washington Street (Route 53) at Mutton Lane are summarized in Table 3. For the
intersection of Washington Street (Route 53) at Pleasant Street, the information is shown in Table 4.
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Nitsch Engineering 9720.6
Table 3. Potential Safety Enhancement Summary - Washington Street (Route 53) at Mutton Lane
Safety Issue
Access Management
Traffic Operations
Traffic Signal Visibility & Placement
Pedestrian Accommodations
Emergency Vehicle
Accommodations
Safety Enhancement
Combine two curb cuts on Washington Street into
Super Petroleum and A&A Auto Radiator into one curb
cut
Prohibit left-turns from Super Petroleum and A&A Auto
Radiator onto Washington Street by installing island
Investigate modifying the lane usage along Washington
Street between Mutton Lane and Pleasant Street where
one lane in each direction along Washington Street
would be eliminated in favor of an exclusive bicycle lane
in each direction and a center Two-Way Left-Turn Lane
(TWLTL)
Increase the clearance time between the Washington
Street eastbound and simultaneous operation of
Washington Street eastbound and westbound phases.
Install a W4-2 ‘Lane Ends’ sign west of the intersection
for westbound travel.
Restripe approaches to indicate one thru lane on
Washington Street each direction with exclusive left turn
lane. Install new signal equipment and implement new
phasing.
Furnish backplates for each of the traffic signal
housings
Install ADA-compliant pedestrian ramps at each of the
crosswalk terminii and at the mid-block crosswalk 150
feet west of the intersection
Install crosswalk warning signage in advance of the
mid-block crossing 150 feet west of the intersection
Install an emergency pre-emption system
Safety
Payoff
Low
Time
Frame
High
Mid-term
Longterm
High
Longterm
Cost
Responsible
Agency
Medium
MassDOT
High
MassDOT
High
MassDOT
Low
MassDOT
Low
MassDOT
High
MassDOT
Low
MassDOT
Medium
MassDOT
Low
Mid-term
Shortterm
Low
MassDOT
Medium
Mid-term
Medium
MassDOT
Medium
Medium
High
Low
Low
Shortterm
Shortterm
Longterm
Shortterm
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Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at Pleasant Street
Nitsch Engineering 9720.6
Table 4. Potential Safety Enhancement Summary - Washington Street (Route 53) at Pleasant Street
Safety Issue
Traffic
Operations
Intersection
Geometry and
Pavement
Markings
Traffic Signal
Visibility
Pedestrian
Accommodations
Access
Management
Safety Enhancement
Examine the feasibility and resulting traffic operations of modifying lane
configuration and the addition of protected or protected/permissive left-turn
phasing for Washington Street eastbound and Pleasant Street southbound.
Improvements would involve: new mast arms, signal heads, advanced
warning signage, striping and controller re-programming and any other
improvements that may be necessary.
Investigate modifying the lane usage along Washington Street between
Mutton Lane and Pleasant Street where one lane in each direction along
Washington Street would be eliminated in favor of an exclusive bicycle lane
in each direction and a center Two-Way Left-Turn Lane (TWLTL)
Install a W4-2 ‘Lane Ends’ sign west of the intersection for westbound travel.
Widen Pleasant Street on its east side north of the intersection and south of
the intersection on its west side to include a wider taper area and two
receiving lanes
Stripe Pleasant Street for two receiving lanes due north and south of the
intersection
Furnish a mast arm with backplates for signals facing the Pleasant Street
southbound approach
Furnish backplates for the signals facing the Pleasant Street northbound
approach
Trim vegetation facing the Pleasant Street northbound approach
Furnish dynamic “Signal Ahead” sign for the Pleasant Street northbound
approach
Reconstruct pedestrian ramps at each crosswalk termini to meet ADA
standards
Modify pedestrian signal heads to meet current MUTCD standards
Replace background illuminators for the “WALK” indications across the
Pleasant Street southbound approach
Investigate the official regulation on the prohibition of left-turns out of the
shopping plaza on the northwest corner onto Pleasant Street. Implement
official regulation if necessary
Re-grade curb cut transition from Washington Street to/from the plaza
located on the northwest corner of the intersection
Safety
Payoff
Time
Frame
Cost
Responsible
Agency
High
Mid-term
Medium
MassDOT
High
Medium
Long-term
Short-term
High
Low
MassDOT
MassDOT
Low
Long-term
High
MassDOT
Low
Short-term
Low
MassDOT
Medium
Mid-term
Medium
MassDOT
Low
Low
Short-term
Short-term
Low
Low
MassDOT
MassDOT
Low
Mid-term
Medium
MassDOT
Low
Mid-term
Medium
MassDOT
Low
Short-term
Low
MassDOT
Low
Short-term
Low
MassDOT
Low
Short-term
Low
Town of
Weymouth
Low
Mid-term
Medium
MassDOT
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Nitsch Engineering 9720.6
Appendix A: RSA Meeting Agenda
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Appendix B: RSA Audit Team Contact List
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
RSA Sign In Sheet
Route 53 @ Mutton Lane
Route 53 @ Pleasant Street
Name
Paul Picariello
Andy Nagle
Jennifer Inzana
Stephen Farr
Jeff Bandini
Kevin Chiang
Erin Kinahan
Courtney Dwyer
Raj Kulen
Jim Clarke
Sgt. Greg Hayford
Owen MacDonald
Rick Chase
Agency/Affiliation
Town of Weymouth Resident
Central Transportation Planning Staff (CTPS)
MassDOT
Nitsch Engineering
Nitsch Engineering
MassDOT
MassDOT
MassDOT – District 6
MassDOT – District 6
Weymouth Planning Department
Weymouth Police Department
Weymouth Traffic Engineer
Weymouth Fire Department
12/15/2014
maandpic@gmail.com
anagle@ctps.org
jennifer.inzana@state.ma.us
sfarr@nitscheng.com
jbandini@nitscheng.com
kevin.chiang@dot.state.ma.us
erin.kinahan@state.ma.us
courtney.dwyer@state.ma.us
raj.kulen@state.ma.us
jclarke@weymouth.ma.us
ghayford@weymouth.ma.us
omacdonald@weymouth.ma.us
rchase@weymouth.ma.us
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Appendix C: Detailed Crash Data
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at Pleasant Street
Nitsch Engineering 9720.6
Figure 3: Collision Diagram
Washington Street (Route 53) at Mutton Lane
Weymouth, MA
Crash Data Summary Table
Intersection of Washington Street at Mutton Lane; Weymouth, MA
2010 - 2012
# Crash Date
Crash Day
m/d/y
1 1/26/10
Tuesday
2 2/15/10
3 9/25/10
Time of Day
3:44 PM
Manner of Collision (11)
Type
Angle
Light Condition (1)
Type
Daylight
Weather Condition (2,3)
Type
Clear
Monday
Saturday
9:44 AM
8:50 AM
Angle
Angle
Daylight
Daylight
4 9/29/10
5 10/17/10
6 11/1/10
Wednesday
Sunday
Monday
6:30 PM
8:14 PM
12:24 PM
Head on
Angle
Angle
7 11/2/10
8 2/14/11
9 6/11/11
Tuesday
Monday
Saturday
6:10 PM
9:53 PM
12:19 PM
Tuesday
Tuesday
Thursday
Wednesday
Tuesday
Sunday
10
11
12
13
14
15
8/9/11
11/8/11
11/17/11
12/14/11
12/27/11
3/4/12
16 3/23/12
17
18
19
20
21
6/26/12
10/21/12
11/9/12
11/30/12
12/15/12
Dry
Driver Contributing Code (24)
Type
Failed to yield to right of way
D1
27
D2
48
Cloudy
Clear
Dry
Dry
Visibility Obstructed
No Improper Driving
42
85
72
30
Dusk
Dark - lighted roadway
Daylight
Clear
Clear
Clear
Sand, mud, dirt, oil, gravel
Dry
Dry
No Improper Driving
Made an improper turn
Failed to yield to right of way
47
24
20
54
72
35
Angle
Angle
Rear-end
Dark - lighted roadway
Dark - lighted roadway
Daylight
Clear
Cloudy
Snow
Dry
Dry
Wet
Failed to yield to right of way
Failed to yield to right of way
Failed to yield to right of way
37
18
29
17
81
19
10:37 AM
1:36 PM
3:53 PM
7:17 PM
6:33 PM
9:17 PM
Angle
Angle
Angle
Angle
Angle
Sideswipe, same direction
Daylight
Daylight
Dusk
Dark - lighted roadway
Dark - lighted roadway
Dark - lighted roadway
Clear
Clear
Rain
Clear
Clear
Clear
Dry
Dry
Wet
Dry
Wet
Dry
45
28
30
37
21
19
85
87
23
32
38
64
Friday
4:23 PM
Rear-end
Daylight
Clear
Dry
Inattention
Inattention
No Improper Driving
Failed to yield to right of way
Distracted
Unknown
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
24
44
Tuesday
Sunday
Friday
Friday
Saturday
12:16 PM
6:13 PM
11:54 AM
1:42 PM
12:12 PM
Head on
Angle
Rear-end
Angle
Rear-end
Daylight
Dark - lighted roadway
Daylight
Daylight
Daylight
Cloudy
Clear
Clear
Clear
Clear
Dry
Dry
Dry
Dry
Dry
Inattention
Failed to yield to right of way
Physical Impairment
Unknown
Unknown
29
51
45
65
21
85
23
29
40
31
Summary based on Crash Reports obtained from Town of Weymouth Police Department and MassDOT
Road Surface (6)
Type
Ages
D3
Comments
D4
Failure to yield making left turn
Driver couldn't see other vehicle when
turn was made
Failure to yeild making right turn
Vehicle lost control and crossed
double yellow lines
Failure to yeild making left turn
Failure to yeild to left turning vehicle
Vehicle entered roadway and hit other
vehicle
Failure to yeild making left turn
Failure to yeild making right turn
Vehicle made right turn across lane
and hit other vehicle
Failure to yeild making left turn
Failure to yeild making left turn
Failure to yeild making left turn
Failure to stop at red light
Vehicle sideswiped other vehicle
Failure to stop in time
Vehicle hit parked car while turning
into gas station
Failure to yeild making left turn
OUI led to rear end collision
Failure to yeild making right turn
Failure to stop in time
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Crash Data Summary Tables and Charts
Washington Street (Route 53) at Mutton Lane, Weymouth, MA
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Crash Data Summary Tables and Charts
Washington Street (Route 53) at Mutton Lane, Weymouth, MA
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at Pleasant Street
Nitsch Engineering 9720.6
Figure 4: Collision Diagram
Washington Street (Route 53) at Pleasant Street
Weymouth, MA
Crash Data Summary Table
Intersection of Washington Street at Pleasant Street; Weymouth, MA
2010 - 2012
# Crash Date
Crash Day
m/d/y
Time of Day
1 1/1/10
2 3/7/10
Friday
Sunday
7:11 AM
10:12 AM
Angle
Sideswipe, opposite direction
Dawn
Daylight
Cloudy
Clear
Wet
Dry
Over-correcting/over-steering
Inattention
28
26
42
26
Vehicle changed directions quickly and
hit other vehicle
Failure to yeild making left turn
Monday
Friday
Wednesday
Wednesday
7:55 PM
12:30 PM
7:24 AM
7:31 AM
Angle
Angle
Rear-end
Rear-end
Dark - lighted roadway
Daylight
Dawn
Daylight
Clear
Clear
Clear
Cloudy
Dry
Dry
Dry
Dry
56
53
17
43
28
68
56
60
Failure to stop in time
Failure to stop in time
7 5/25/10
Tuesday
5:18 PM
Rear-end
Daylight
Clear
Dry
Made an improper turn
Failed to yield to right of way
Followed too closely
No Improper Driving
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
31
35
8 6/1/10
Tuesday
5:12 PM
Angle
Daylight
Rain
Wet
No Improper Driving
18
22
Thursday
Wednesday
Saturday
Saturday
Thursday
Sunday
3:04 PM
3:47 PM
4:00 PM
10:27 AM
8:51 PM
9:11 PM
Angle
Angle
Angle
Angle
Angle
Angle
Daylight
Daylight
Daylight
Daylight
Dark - lighted roadway
Dark - lighted roadway
Clear
Rain
Clear
Clear
Clear
Rain
Dry
Wet
Dry
Dry
Dry
Wet
27
30
18
85
29
28
19
23
83
59
17
43
15 10/19/10
16 11/8/10
17 11/12/10
Tuesday
Monday
Friday
3:04 PM
7:50 AM
7:56 PM
Angle
Rear-end
Rear-end
Daylight
Daylight
Dark - lighted roadway
Cloudy
Rain
Clear
Dry
Wet
Dry
Failed to yield to right of way
Failed to yield to right of way
Unknown
Failed to yield to right of way
Cellular telephone
Made an improper turn
Disregarded traffic signs, signals, road
markings
OUI
Crossing over lane into another
vehicle
Crossing over lane into another
vehicle
Failure to yeild making left turn
Failure to stop at red light
Failure to yeild making left turn
Failure to stop at red light
Failure to yeild making left turn
80
56
Failure to yeild making right turn
Wednesday
10:36 AM
Angle
Daylight
Rain
Wet
19 2/25/11
Friday
12:00 AM
Angle
Dark - lighted roadway
Rain
Wet
Followed too closely
56
Disregarded traffic signs, signals, road
markings
77
Disregarded traffic signs, signals, road
markings
60
17
18 1/19/11
20 3/17/11
21 3/27/11
22 4/6/11
Thursday
Sunday
Wednesday
3:37 PM
10:15 AM
1:34 PM
Sideswipe, same direction
Rear-end
Rear-end
Daylight
Daylight
Daylight
Clear
Clear
Cloudy
Dry
Dry
Dry
Failed to yield to right of way
Followed too closely
Inattention
39
24
60
69
52
36
23 4/8/11
Friday
10:38 AM
Sideswipe, same direction
Daylight
Clear
Dry
Unknown
87
48
24 5/4/11
Wednesday
4:46 PM
Sideswipe, same direction
Daylight
Rain
Wet
29
43
25 5/12/11
26 5/22/11
27 6/19/11
Thursday
Sunday
Sunday
5:44 PM
6:12 PM
12:02 PM
Sideswipe, opposite direction
Rear-end
Angle
Daylight
Daylight
Daylight
Rain
Cloudy
Clear
Wet
Dry
Dry
52
36
49
65
43
25
28 7/6/11
Wednesday
7:44 PM
Angle
Dusk
Clear
Dry
Made an improper turn
Disregarded traffic signs, signals, road
markings
Distracted
Failed to yield to right of way
Disregarded traffic signs, signals, road
markings
26
17
29 7/16/11
30 10/1/11
Saturday
Saturday
4:20 PM
12:00 AM
Angle
Angle
Daylight
Dark - lighted roadway
Clear
Rain
Dry
Wet
18
18
20
42
Wednesday
Thursday
Friday
Sunday
Tuesday
Friday
Saturday
Saturday
Monday
Thursday
Friday
Thursday
Friday
Saturday
Thursday
4:24 PM
9:00 AM
8:26 PM
12:07 PM
6:36 PM
9:37 AM
2:19 PM
7:47 PM
5:59 PM
10:11 PM
3:33 PM
8:21 PM
1:44 PM
3:17 PM
3:17 AM
Angle
Sideswipe, opposite direction
Sideswipe, opposite direction
Angle
Rear-end
Angle
Angle
Angle
Rear-end
Rear-end
Angle
Angle
Angle
Angle
Angle
Dusk
Daylight
Dark - lighted roadway
Daylight
Dark - lighted roadway
Daylight
Daylight
Dark - lighted roadway
Daylight
Dark - lighted roadway
Daylight
Dusk
Daylight
Daylight
Dark - lighted roadway
Rain
Rain
Clear
Clear
Rain
Cloudy
Snow
Cloudy
Clear
Clear
Clear
Clear
Clear
Clear
Clear
Wet
Wet
Dry
Dry
Wet
Wet
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Dry
20
19
37
37
34
41
17
51
47
18
74
25
18
68
18
82
55
61
87
80
47
27
41
35
43
23
45
20
22
Monday
8:27 PM
Sideswipe, opposite direction
Dusk
Clear
Dry
Made an improper turn
Unknown
Disregarded traffic signs, signals, road
markings
Failed to yield to right of way
Failed to yield to right of way
Inattention
Distracted
Failed to yield to right of way
Failed to yield to right of way
Failed to yield to right of way
Failed to yield to right of way
Followed too closely
Failed to yield to right of way
Failed to yield to right of way
Failed to yield to right of way
Failed to yield to right of way
Failed to yield to right of way
Failure to keep in proper lane or
running off road
48
52
OUI
Tuesday
Saturday
Wednesday
Wednesday
Wednesday
Friday
5:10 AM
10:45 PM
12:10 PM
8:15 PM
10:23 AM
1:49 PM
Angle
Angle
Angle
Angle
Rear-end
Angle
Dusk
Dark - lighted roadway
Daylight
Dark - lighted roadway
Daylight
Daylight
Clear
Rain
Clear
Clear
Clear
Clear
Dry
Wet
Dry
Dry
Dry
Dry
Inattention
Other improper action
Failed to yield to right of way
Failed to yield to right of way
Followed too closely
Other improper action
36
78
34
48
31
82
23
40
22
24
28
32
Vehicle backed up into other vehicle
Failure to stop at red light
Failure to yeild making left turn
Failure to yeild making left turn
Saturday
Thursday
11:21 PM
6:16 PM
Head on
Angle
Dark - lighted roadway
Dark - lighted roadway
Clear
Rain
Dry
Wet
Wrong side or wrong way
Made an improper turn
37
27
25
21
3
4
5
6
9
10
11
12
13
14
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
3/29/10
4/2/10
4/28/10
4/28/10
7/8/10
7/14/10
7/17/10
8/21/10
8/26/10
9/12/10
10/19/11
10/27/11
11/4/11
11/6/11
11/29/11
1/13/12
2/11/12
3/24/12
3/26/12
4/5/12
6/1/12
6/14/12
7/6/12
7/28/12
8/2/12
46 8/6/12
47
48
49
50
51
52
8/14/12
9/8/12
9/12/12
9/19/12
11/7/12
11/9/12
53 11/24/12
54 12/27/12
Manner of Collision (11)
Type
Light Condition (1)
Type
Summary based on Crash Reports obtained from Town of Weymouth Police Department and MassDOT
Weather Condition (2,3)
Type
Road Surface (6)
Type
Driver Contributing Code (24)
Type
D1
Ages
D2
D3
41
Comments
D4
Vehicle turned in front of other vehicle
Failure to stop at red light
55
Failure to stop in time
57
Failure to stop at red light
Failure to stop at red light
Crossing over lane into another
vehicle
17
Failure to stop in time
Failure to stop in time
Truck hit other vehicle while making right
turn
Crossing over lane into another
vehicle
Failure to stop at red light
Failure to stop in time
Failure to yeild making left turn
Failure to stop at red light
Vehicle made right turn from left lane,
hitting other vehicle
Failure to yeild making left turn
Failure to stop at red light
Failure to yeild making left turn
Failure to yeild making left turn
Failure to stop at red light
Failure to stop in time
Failure to yeild making left turn
Failure to yeild making left turn
Failure to yeild making left turn
Failure to yeild making right turn
Failure to stop in time
Failure to yeild making left turn
Failure to yeild making left turn
Failure to yeild making left turn
Failure to yeild making left turn
Failure to yeild making right turn
Failure to stop in time
62
Failure to stop at red light
Crossing over lane into another
vehicle
Failure to yeild making left turn
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Crash Data Summary Tables and Charts
Washington Street (Route 53) at Pleasant Street, Weymouth, MA
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Crash Data Summary Tables and Charts
Washington Street (Route 53) at Pleasant Street, Weymouth, MA
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Appendix D: Traffic Counts
Washington Street (Route 53)
west of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
WB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR A CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
31
11
15
15
57
207
554
917
702
551
514
475
498
531
583
583
632
598
429
315
236
172
118
53
8797
96.6%
0
0
1
0
5
10
17
34
28
21
14
22
25
13
28
20
22
4
3
2
2
2
2
0
275
3.0%
0
0
0
1
0
0
2
3
0
1
4
8
1
5
4
0
2
0
0
1
0
0
1
0
33
0.4%
07:00
07:00
11:00
07:00
917
34
8
954
16:00
14:00
13:00
16:00
632
28
5
656
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
31
11
16
16
62
217
573
954
730
573
532
505
524
549
615
603
656
602
432
318
238
174
121
53
9105
Page 1
Washington Street (Route 53)
west of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
WB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR A CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
29
16
8
14
56
208
516
849
805
603
489
544
535
491
547
587
572
583
402
300
232
162
108
67
8723
96.8%
0
0
0
2
1
5
26
39
26
23
16
22
18
15
12
24
5
4
1
2
3
1
2
1
248
2.8%
0
0
0
1
1
1
5
2
6
2
4
1
4
1
1
4
0
1
0
0
0
0
1
1
36
0.4%
07:00
07:00
08:00
07:00
849
39
6
890
15:00
15:00
12:00
15:00
587
24
4
615
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
29
16
8
17
58
214
547
890
837
628
509
567
557
507
560
615
577
588
403
302
235
163
111
69
9007
Page 2
Washington Street (Route 53)
west of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
EB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR A CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
54
19
9
6
18
69
187
369
354
397
457
526
589
593
592
672
743
672
562
417
296
231
137
77
8046
96.7%
1
1
0
0
3
3
2
20
17
26
27
18
23
20
22
15
13
13
5
5
5
1
0
1
241
2.9%
0
0
2
0
0
0
0
3
5
4
5
4
1
4
2
1
1
0
0
1
0
1
0
0
34
0.4%
11:00
10:00
08:00
11:00
526
27
5
548
16:00
12:00
13:00
16:00
743
23
4
757
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
55
20
11
6
21
72
189
392
376
427
489
548
613
617
616
688
757
685
567
423
301
233
137
78
8321
Page 3
Washington Street (Route 53)
west of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
EB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR A CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
49
18
13
8
16
65
200
353
362
386
465
532
570
555
594
695
735
717
581
398
302
211
139
92
8056
97.0%
1
1
1
0
1
2
6
20
17
22
13
21
13
19
12
30
14
7
5
4
5
0
0
0
214
2.6%
0
0
1
0
0
2
4
1
3
5
5
3
4
0
3
3
0
0
1
0
0
0
1
1
37
0.4%
11:00
09:00
09:00
11:00
532
22
5
556
16:00
15:00
12:00
16:00
735
30
4
749
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
50
19
15
8
17
69
210
374
382
413
483
556
587
574
609
728
749
724
587
402
307
211
140
93
8307
Page 4
Washington Street (Route 53)
west of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 A VOLUME
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
WB
A.M.
16
9
4
2
5
2
4
0
6
6
3
1
2
6
7
1
10
12
21
19
36
59
50
72
89
114
178
192
199
248
275
232
214
180
177
159
150
142
143
138
115
133
138
146
132
129
121
123
4220
61.8%
Day Total
Peak
Vol.
P.H.F.
P.M.
31
11
16
16
62
217
573
954
730
573
532
505
149
118
127
130
139
135
135
140
158
155
162
140
157
132
149
165
146
171
180
159
178
149
158
117
122
118
110
82
88
75
68
87
68
63
55
52
45
59
32
38
47
25
29
20
11
16
14
12
4885
46.1%
A.M.
524
549
615
603
656
602
432
318
238
174
121
53
18
13
17
7
7
5
3
5
4
0
5
2
3
0
0
3
5
5
7
4
12
14
19
27
17
34
60
78
104
89
100
99
93
83
107
93
85
100
115
127
120
120
111
138
131
131
146
140
2606
38.2%
9105
07:15
969
0.881
-
Combin
ed
EB
P.M.
55
20
11
6
21
72
189
392
376
427
489
548
146
154
162
151
132
167
147
171
151
153
148
164
169
177
166
176
158
203
182
214
195
154
175
161
150
178
132
107
120
107
106
90
81
85
65
70
68
59
62
44
45
38
33
21
25
24
15
14
5715
53.9%
A.M.
613
617
616
688
757
685
567
423
301
233
137
78
34
22
21
9
12
7
7
5
10
6
8
3
5
6
7
4
15
17
28
23
48
73
69
99
106
148
238
270
303
337
375
331
307
263
284
252
235
242
258
265
235
253
249
284
263
260
267
263
6826
8321
04:15
688
0.956
-
11:00
548
0.938
-
05-Nov14
Wed
P.M.
86
31
27
22
83
289
762
1346
1106
1000
1021
1053
295
272
289
281
271
302
282
311
309
308
310
304
326
309
315
341
304
374
362
373
373
303
333
278
272
296
242
189
208
182
174
177
149
148
120
122
113
118
94
82
92
63
62
41
36
40
29
26
10600
1137
1166
1231
1291
1413
1287
999
741
539
407
258
131
17426
04:15
794
0.928
-
07:15
1350
0.900
-
04:15
1482
0.991
-
-
-
Page 1
Washington Street (Route 53)
west of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 A VOLUME
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
WB
A.M.
12
5
7
5
5
5
1
5
0
4
4
0
3
4
6
4
6
9
23
20
33
65
51
65
97
126
144
180
179
237
247
227
242
211
167
217
187
166
140
135
116
128
130
135
150
134
144
139
4320
62.5%
Day Total
Peak
Vol.
P.H.F.
P.M.
29
16
8
17
58
214
547
890
837
628
509
567
150
148
134
125
136
140
122
109
129
135
146
150
149
143
147
176
147
141
136
153
162
147
162
117
112
111
97
83
87
68
79
68
69
67
51
48
51
45
42
25
34
34
22
21
16
12
17
24
4687
45.1%
A.M.
557
507
560
615
577
588
403
302
235
163
111
69
25
9
10
6
5
6
5
3
2
6
4
3
4
2
0
2
3
5
5
4
13
15
16
25
28
43
61
78
92
81
98
103
91
103
85
103
99
84
112
118
123
109
132
119
126
136
131
163
2596
37.5%
9007
07:15
953
0.965
-
Combin
ed
EB
P.M.
50
19
15
8
17
69
210
374
382
413
483
556
151
166
132
138
155
135
136
148
141
150
150
168
174
170
207
177
190
203
179
177
170
181
202
171
178
149
129
131
106
116
83
97
88
77
73
69
66
55
41
49
36
33
39
32
37
18
18
20
5711
54.9%
A.M.
587
574
609
728
749
724
587
402
307
211
140
93
37
14
17
11
10
11
6
8
2
10
8
3
7
6
6
6
9
14
28
24
46
80
67
90
125
169
205
258
271
318
345
330
333
314
252
320
286
250
252
253
239
237
262
254
276
270
275
302
6916
8307
04:45
624
0.886
-
11:00
556
0.853
-
06-Nov14
Thu
P.M.
79
35
23
25
75
283
757
1264
1219
1041
992
1123
301
314
266
263
291
275
258
257
270
285
296
318
323
313
354
353
337
344
315
330
332
328
364
288
290
260
226
214
193
184
162
165
157
144
124
117
117
100
83
74
70
67
61
53
53
30
35
44
10398
1144
1081
1169
1343
1326
1312
990
704
542
374
251
162
17314
03:30
777
0.938
-
07:15
1326
0.961
-
03:30
1388
0.980
-
-
-
Page 2
Washington Street (Route 53)
east of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
WB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 B Class
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
16
8
8
6
21
105
407
615
408
300
277
277
313
316
338
327
347
351
248
189
153
102
84
30
5246
96.6%
0
0
0
1
3
3
11
29
18
14
9
12
20
9
8
9
10
1
0
1
0
0
1
0
159
2.9%
0
0
0
1
0
1
2
2
1
2
5
6
2
3
2
0
0
0
0
1
0
0
0
0
28
0.5%
07:00
07:00
11:00
07:00
615
29
6
646
17:00
12:00
13:00
16:00
351
20
3
357
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
16
8
8
8
24
109
420
646
427
316
291
295
335
328
348
336
357
352
248
191
153
102
85
30
5433
Page 1
Washington Street (Route 53)
east of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
WB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 B Class
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
16
10
3
4
16
101
354
553
555
336
251
320
295
288
310
341
319
369
230
171
150
100
63
50
5205
96.5%
0
0
0
1
0
5
13
25
20
13
9
14
12
10
9
15
2
2
2
1
5
0
3
1
162
3.0%
0
0
0
1
1
1
1
1
5
5
4
1
4
1
0
2
0
0
0
0
0
0
0
0
27
0.5%
08:00
07:00
08:00
08:00
555
25
5
580
17:00
15:00
12:00
17:00
369
15
4
371
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
16
10
3
6
17
107
368
579
580
354
264
335
311
299
319
358
321
371
232
172
155
100
66
51
5394
Page 2
Washington Street (Route 53)
east of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
EB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 B Class
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
22
7
2
3
7
39
134
263
241
266
328
365
383
359
381
403
438
431
329
223
167
96
73
38
4998
96.2%
0
2
0
0
1
2
4
12
12
18
18
18
14
15
19
18
7
5
2
2
2
0
1
0
172
3.3%
0
0
1
0
0
0
0
3
4
5
1
4
1
4
1
0
1
0
0
0
0
0
0
0
25
0.5%
11:00
09:00
09:00
11:00
365
18
5
387
16:00
14:00
13:00
16:00
438
19
4
446
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
22
9
3
3
8
41
138
278
257
289
347
387
398
378
401
421
446
436
331
225
169
96
74
38
5195
Page 3
Washington Street (Route 53)
east of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
EB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 B Class
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
17
8
8
3
11
40
138
251
238
227
305
384
354
351
350
473
461
465
360
194
144
98
72
42
4994
96.4%
0
0
0
0
0
1
6
12
15
18
14
13
12
12
10
20
8
3
5
3
2
0
2
0
156
3.0%
0
0
1
0
0
2
5
1
3
6
2
3
4
0
2
0
0
1
2
0
0
0
1
0
33
0.6%
11:00
09:00
09:00
11:00
384
18
6
400
15:00
15:00
12:00
15:00
473
20
4
493
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
17
8
9
3
11
43
149
264
256
251
321
400
370
363
362
493
469
469
367
197
146
98
75
42
5183
Page 4
Washington Street (Route 53)
east of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 B Volume
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
WB
A.M.
6
4
3
3
5
1
2
0
3
2
2
1
3
4
1
0
3
6
7
8
12
32
26
39
57
84
137
142
130
167
188
161
142
106
105
74
89
69
89
69
63
75
73
80
80
73
75
67
2568
59.0%
Day Total
Peak
Vol.
P.H.F.
P.M.
16
8
8
8
24
109
420
646
427
316
291
295
95
76
78
86
82
87
74
85
95
96
83
74
96
77
87
76
79
85
102
91
103
89
93
67
69
68
61
50
49
45
44
53
45
41
32
35
33
31
16
22
34
21
16
14
6
9
9
6
2865
45.6%
A.M.
335
328
348
336
357
352
248
191
153
102
85
30
8
3
8
3
3
1
1
4
2
0
1
0
1
0
0
2
2
2
3
1
9
6
10
16
15
21
39
63
62
61
89
66
67
49
73
68
59
71
73
86
81
96
73
97
92
89
102
104
1782
41.0%
5433
07:15
658
0.875
-
Combin
ed
EB
P.M.
22
9
3
3
8
41
138
278
257
289
347
387
91
93
112
102
82
110
81
105
96
92
103
110
103
103
104
111
103
130
104
109
119
100
114
103
91
102
74
64
67
62
51
45
50
51
24
44
34
25
23
14
30
15
17
12
13
13
7
5
3413
54.4%
A.M.
398
378
401
421
446
436
331
225
169
96
74
38
14
7
11
6
8
2
3
4
5
2
3
1
4
4
1
2
5
8
10
9
21
38
36
55
72
105
176
205
192
228
277
227
209
155
178
142
148
140
162
155
144
171
146
177
172
162
177
171
4350
5195
04:30
385
0.934
-
11:00
387
0.930
-
05-Nov14
Wed
P.M.
186
169
190
188
164
197
155
190
191
188
186
184
199
180
191
187
182
215
206
200
222
189
207
170
160
170
135
114
116
107
95
98
95
92
56
79
67
56
39
36
64
36
33
26
19
22
16
11
6278
38
17
11
11
32
150
558
924
684
605
638
682
733
706
749
757
803
788
579
416
322
198
159
68
10628
04:15
462
0.888
-
07:15
941
0.849
-
04:15
843
0.949
-
-
-
Page 1
Washington Street (Route 53)
east of Mutton Lane
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 B Volume
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
WB
A.M.
8
3
3
2
2
5
1
2
0
0
2
1
1
3
2
0
2
3
6
6
13
22
31
41
60
86
107
115
111
161
152
155
168
145
123
144
119
91
75
69
63
69
67
65
84
71
99
81
2639
60.4%
Day Total
Peak
Vol.
P.H.F.
P.M.
16
10
3
6
17
107
368
579
580
354
264
335
89
86
72
64
71
87
71
70
77
72
97
73
92
71
92
103
78
85
66
92
84
115
96
76
69
65
59
39
50
37
48
37
43
45
42
25
34
29
23
14
17
20
17
12
16
10
12
13
2755
44.4%
A.M.
311
299
319
358
321
371
232
172
155
100
66
51
9
2
3
3
4
1
3
0
0
4
4
1
1
1
0
1
2
2
5
2
7
10
9
17
27
21
46
55
65
52
71
76
67
71
57
61
59
47
71
74
74
86
85
76
88
96
97
119
1732
39.6%
5394
07:15
636
0.946
-
Combin
ed
EB
P.M.
17
8
9
3
11
43
149
264
256
251
321
400
92
105
91
82
98
91
77
97
85
94
84
99
117
109
139
128
114
124
104
127
101
120
135
113
115
88
81
83
49
61
40
47
36
37
38
35
35
21
21
21
26
13
20
16
18
9
7
8
3451
55.6%
A.M.
370
363
362
493
469
469
367
197
146
98
75
42
17
5
6
5
6
6
4
2
0
4
6
2
2
4
2
1
4
5
11
8
20
32
40
58
87
107
153
170
176
213
223
231
235
216
180
205
178
138
146
143
137
155
152
141
172
167
196
200
4371
5183
04:45
387
0.841
-
11:00
400
0.840
-
06-Nov14
Thu
P.M.
181
191
163
146
169
178
148
167
162
166
181
172
209
180
231
231
192
209
170
219
185
235
231
189
184
153
140
122
99
98
88
84
79
82
80
60
69
50
44
35
43
33
37
28
34
19
19
21
6206
33
18
12
9
28
150
517
843
836
605
585
735
681
662
681
851
790
840
599
369
301
198
141
93
10577
03:30
505
0.908
-
07:30
905
0.963
-
04:45
870
0.926
-
-
-
Page 2
Washington Street (Route 53)
east of Pleasant Street
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
WB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR C CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
29
14
6
2
22
117
438
852
587
410
401
385
459
503
510
536
593
535
340
284
263
150
118
53
7607
97.1%
0
0
0
1
2
2
16
18
25
20
13
22
22
16
16
11
9
10
0
4
1
0
1
0
209
2.7%
0
0
0
1
0
0
1
1
1
1
2
4
0
3
2
0
1
0
0
0
0
0
0
0
17
0.2%
07:00
08:00
11:00
07:00
852
25
4
871
16:00
12:00
13:00
16:00
593
22
3
603
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
29
14
6
4
24
119
455
871
613
431
416
411
481
522
528
547
603
545
340
288
264
150
119
53
7833
Page 1
Washington Street (Route 53)
east of Pleasant Street
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
WB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR C CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
27
14
5
10
25
97
414
718
763
447
395
455
473
411
438
542
554
538
370
312
230
167
106
74
7585
97.0%
0
0
2
1
0
3
18
30
28
20
16
19
23
11
12
14
4
6
2
1
0
1
0
0
211
2.7%
0
0
0
1
1
0
3
3
4
3
4
1
2
3
0
0
0
0
0
0
0
0
1
0
26
0.3%
08:00
07:00
08:00
08:00
763
30
4
795
16:00
12:00
13:00
16:00
554
23
3
558
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
27
14
7
12
26
100
435
751
795
470
415
475
498
425
450
556
558
544
372
313
230
168
107
74
7822
Page 2
Washington Street (Route 53)
east of Pleasant Street
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
EB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR C CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
19
4
7
8
25
64
247
378
400
383
439
474
530
488
487
316
590
530
422
300
125
121
90
41
6488
96.4%
1
2
0
0
2
1
8
18
18
28
16
22
14
26
19
6
11
12
1
2
1
0
1
1
210
3.1%
0
0
1
0
0
0
1
3
3
4
4
4
1
3
4
0
2
0
0
0
0
0
0
0
30
0.4%
11:00
09:00
09:00
11:00
474
28
4
500
16:00
13:00
14:00
16:00
590
26
4
603
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
20
6
8
8
27
65
256
399
421
415
459
500
545
517
510
322
603
542
423
302
126
121
91
42
6728
Page 3
Washington Street (Route 53)
east of Pleasant Street
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
EB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR C CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
18
9
3
8
20
61
232
391
427
368
455
515
483
466
502
615
636
571
450
254
189
154
93
51
6971
96.7%
1
1
0
0
0
6
7
21
4
22
14
18
16
15
16
20
13
4
2
5
0
0
0
0
185
2.6%
0
0
1
0
0
3
4
1
16
2
2
4
4
2
4
3
0
1
1
1
0
0
1
0
50
0.7%
11:00
09:00
08:00
11:00
515
22
16
537
16:00
15:00
12:00
16:00
636
20
4
649
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
19
10
4
8
20
70
243
413
447
392
471
537
503
483
522
638
649
576
453
260
189
154
94
51
7206
Page 4
Washington Street (Route 53)
east of Pleasant Street
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 C Volume
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
WB
A.M.
8
10
7
4
10
3
0
1
0
3
2
1
0
2
1
1
8
3
8
5
18
20
34
47
76
92
125
162
165
231
224
251
181
162
147
123
123
98
112
98
98
100
106
112
105
108
105
93
3393
56.8%
Day Total
Peak
Vol.
P.H.F.
P.M.
29
14
6
4
24
119
455
871
613
431
416
411
127
121
96
137
138
131
132
121
140
135
127
126
147
113
139
148
128
161
161
153
166
149
123
107
107
92
78
63
74
78
63
73
81
67
58
58
42
46
31
31
46
28
27
18
11
15
19
8
4440
51.7%
A.M.
481
522
528
547
603
545
340
288
264
150
119
53
7
3
8
2
2
1
0
3
0
1
5
2
2
0
0
6
6
8
8
5
6
10
20
29
38
47
62
109
77
101
110
111
91
108
108
114
93
94
115
113
102
109
114
134
116
121
134
129
2584
43.2%
7833
07:15
887
0.883
-
Combin
ed
EB
P.M.
20
6
8
8
27
65
256
399
421
415
459
500
132
120
137
156
114
131
136
136
116
124
131
139
75
77
85
85
145
149
162
147
137
148
142
115
113
127
93
90
87
80
65
70
36
43
16
31
40
33
22
26
36
15
16
24
14
13
7
8
4144
48.3%
A.M.
545
517
510
322
603
542
423
302
126
121
91
42
15
13
15
6
12
4
0
4
0
4
7
3
2
2
1
7
14
11
16
10
24
30
54
76
114
139
187
271
242
332
334
362
272
270
255
237
216
192
227
211
200
209
220
246
221
229
239
222
5977
6728
04:15
641
0.965
-
10:45
505
0.942
-
05-Nov14
Wed
P.M.
259
241
233
293
252
262
268
257
256
259
258
265
222
190
224
233
273
310
323
300
303
297
265
222
220
219
171
153
161
158
128
143
117
110
74
89
82
79
53
57
82
43
43
42
25
28
26
16
8584
49
20
14
12
51
184
711
1270
1034
846
875
911
1026
1039
1038
869
1206
1087
763
590
390
271
210
95
14561
04:00
603
0.931
-
07:15
1300
0.898
-
04:15
1236
0.957
-
-
-
Page 1
Washington Street (Route 53)
east of Pleasant Street
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 C Volume
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
WB
A.M.
10
5
7
5
5
4
2
3
1
0
1
5
2
2
8
0
7
5
7
7
13
18
27
42
64
110
120
141
154
195
208
194
213
206
183
193
139
134
95
102
108
92
114
101
115
108
126
126
3527
57.2%
Day Total
Peak
Vol.
P.H.F.
P.M.
27
14
7
12
26
100
435
751
795
470
415
475
141
131
101
125
110
108
107
100
116
105
113
116
131
132
135
158
161
130
120
147
160
170
118
96
112
96
90
74
87
83
73
70
81
57
46
46
46
55
28
39
32
29
25
21
22
13
17
22
4295
48.4%
A.M.
498
425
450
556
558
544
372
313
230
168
107
74
9
3
2
5
4
3
2
1
0
1
3
0
1
2
2
3
4
4
9
3
10
16
17
27
42
40
71
90
88
90
111
124
107
121
113
106
85
89
108
110
110
112
120
129
128
128
135
146
2634
42.8%
7822
07:30
821
0.964
-
Combin
ed
EB
P.M.
19
10
4
8
20
70
243
413
447
392
471
537
108
146
123
126
114
123
106
140
126
122
127
147
152
144
174
168
152
146
167
184
146
130
148
152
121
112
111
109
63
70
58
69
47
44
50
48
51
40
31
32
29
19
27
19
21
13
8
9
4572
51.6%
A.M.
503
483
522
638
649
576
453
260
189
154
94
51
19
8
9
10
9
7
4
4
1
1
4
5
3
4
10
3
11
9
16
10
23
34
44
69
106
150
191
231
242
285
319
318
320
327
296
299
224
223
203
212
218
204
234
230
243
236
261
272
6161
7206
04:30
597
0.878
-
11:00
537
0.920
-
06-Nov14
Thu
P.M.
249
277
224
251
224
231
213
240
242
227
240
263
283
276
309
326
313
276
287
331
306
300
266
248
233
208
201
183
150
153
131
139
128
101
96
94
97
95
59
71
61
48
52
40
43
26
25
31
8867
46
24
11
20
46
170
678
1164
1242
862
886
1012
1001
908
972
1194
1207
1120
825
573
419
322
201
125
15028
04:00
649
0.882
-
07:30
1284
0.982
-
03:15
1224
0.939
-
-
-
Page 2
Mutton Lane
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
SB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR D CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
6
5
1
2
7
19
69
143
123
115
121
151
188
153
168
178
234
185
164
81
55
54
28
12
2262
98.2%
0
0
0
0
0
0
0
9
3
6
1
2
2
2
4
6
3
0
0
1
0
0
0
0
39
1.7%
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0.1%
11:00
07:00
09:00
11:00
151
9
1
153
16:00
15:00
16:00
234
6
237
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
6
5
1
2
7
19
69
152
126
122
123
153
190
155
172
184
237
185
164
82
55
54
28
12
2303
Page 1
Mutton Lane
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
SB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR D CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
6
1
2
3
4
20
63
148
137
100
115
134
162
168
176
207
200
223
124
108
58
50
17
22
2248
98.1%
0
0
0
0
0
0
2
7
6
0
4
2
3
1
1
11
4
0
1
2
0
0
0
0
44
1.9%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
07:00
07:00
07:00
148
7
155
17:00
15:00
17:00
223
11
223
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
6
1
2
3
4
20
65
155
143
100
119
136
165
169
177
218
204
223
125
110
58
50
17
22
2292
Page 2
Mutton Lane
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
NB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR D CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
4
3
2
1
5
23
103
187
171
154
125
132
145
158
192
166
204
168
130
86
67
44
21
9
2300
98.2%
0
0
0
0
0
0
5
4
2
4
4
1
2
2
5
5
5
0
0
0
0
0
0
0
39
1.7%
0
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
1
0
3
0.1%
07:00
06:00
10:00
07:00
187
5
1
191
16:00
14:00
22:00
16:00
204
5
1
209
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
4
3
2
1
5
23
108
191
173
158
130
134
147
160
197
171
209
168
130
86
67
44
22
9
2342
Page 3
Mutton Lane
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
NB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 ATR D CLASS
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
8
3
4
3
5
22
80
199
149
162
135
146
154
127
183
174
166
174
118
90
63
29
19
10
2223
98.4%
0
0
0
0
0
0
2
6
7
3
1
4
1
1
4
2
2
1
0
0
0
0
0
0
34
1.5%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
2
0.1%
07:00
08:00
07:00
199
7
205
14:00
14:00
16:00
14:00
183
4
1
187
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
8
3
4
3
5
22
82
205
156
165
136
150
155
128
187
176
169
175
118
90
63
29
19
11
2259
Page 4
Mutton Lane
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 D Volume
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
SB
A.M.
4
1
1
0
2
0
2
1
0
0
0
1
1
0
0
1
0
3
2
2
3
3
3
10
8
13
21
27
72
36
19
25
29
35
30
32
16
29
38
39
34
18
39
32
49
46
36
22
785
45.7%
Day Total
Peak
Vol.
P.H.F.
P.M.
6
5
1
2
7
19
69
152
126
122
123
153
41
50
44
55
31
39
35
50
39
51
41
41
50
55
39
40
48
58
61
70
67
47
24
47
44
55
38
27
21
29
17
15
14
13
16
12
15
12
13
14
10
8
4
6
5
2
4
1
1518
51.8%
A.M.
190
155
172
184
237
185
164
82
55
54
28
12
2
1
1
0
2
0
1
0
1
1
0
0
0
1
0
0
0
0
2
3
4
4
7
8
15
19
30
44
47
49
54
41
38
44
48
43
32
40
44
42
23
39
26
42
42
30
28
34
932
54.3%
2303
10:30
166
0.576
-
Combin
ed
NB
P.M.
4
3
2
1
5
23
108
191
173
158
130
134
35
34
38
40
41
37
39
43
39
51
54
53
40
45
39
47
47
54
59
49
50
40
40
38
46
30
32
22
24
20
20
22
19
27
16
5
11
15
5
13
7
2
8
5
2
1
3
3
1410
48.2%
A.M.
147
160
197
171
209
168
130
86
67
44
22
9
6
2
2
0
4
0
3
1
1
1
0
1
1
1
0
1
0
3
4
5
7
7
10
18
23
32
51
71
119
85
73
66
67
79
78
75
48
69
82
81
57
57
65
74
91
76
64
56
1717
2342
04:15
256
0.914
-
06:45
194
0.898
-
05-Nov14
Wed
P.M.
10
8
3
3
12
42
177
343
299
280
253
287
76
84
82
95
72
76
74
93
78
102
95
94
90
100
78
87
95
112
120
119
117
87
64
85
90
85
70
49
45
49
37
37
33
40
32
17
26
27
18
27
17
10
12
11
7
3
7
4
2928
337
315
369
355
446
353
294
168
122
98
50
21
4645
04:15
212
0.898
-
06:45
348
0.731
-
04:15
468
0.975
-
-
-
Page 1
Mutton Lane
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 D Volume
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
SB
A.M.
4
0
1
1
0
0
1
0
1
1
0
0
2
1
0
0
0
1
0
3
3
6
3
8
4
12
20
29
63
31
28
33
25
35
31
52
27
23
28
22
34
28
33
24
34
28
27
47
754
44.5%
Day Total
Peak
Vol.
P.H.F.
P.M.
6
1
2
3
4
20
65
155
143
100
119
136
39
39
46
41
44
33
48
44
42
41
49
45
59
48
53
58
56
49
58
41
55
72
51
45
45
32
24
24
30
28
27
25
17
19
14
8
18
15
9
8
2
5
3
7
7
4
5
6
1538
53.8%
A.M.
165
169
177
218
204
223
125
110
58
50
17
22
3
2
2
1
1
1
0
1
0
2
1
1
0
1
1
1
0
0
2
3
5
6
5
6
13
14
23
32
40
53
57
55
42
40
30
44
44
46
36
39
31
31
41
33
37
40
32
41
939
55.5%
2292
07:00
155
0.615
-
Combin
ed
NB
P.M.
8
3
4
3
5
22
82
205
156
165
136
150
38
37
42
38
40
36
30
22
49
51
37
50
39
45
44
48
49
37
56
27
42
45
42
46
35
31
23
29
22
23
22
23
15
18
9
21
5
9
8
7
8
7
1
3
1
1
4
5
1320
46.2%
A.M.
155
128
187
176
169
175
118
90
63
29
19
11
7
2
3
2
1
1
1
1
1
3
1
1
2
2
1
1
0
1
2
6
8
12
8
14
17
26
43
61
103
84
85
88
67
75
61
96
71
69
64
61
65
59
74
57
71
68
59
88
1693
2259
04:30
226
0.785
-
07:15
207
0.908
-
06-Nov14
Thu
P.M.
14
4
6
6
9
42
147
360
299
265
255
286
77
76
88
79
84
69
78
66
91
92
86
95
98
93
97
106
105
86
114
68
97
117
93
91
80
63
47
53
52
51
49
48
32
37
23
29
23
24
17
15
10
12
4
10
8
5
9
11
2858
320
297
364
394
373
398
243
200
121
79
36
33
4551
03:45
190
0.848
-
07:00
360
0.874
-
03:45
411
0.901
-
-
-
Page 2
Pleasant Street
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
SB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 E Class
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
27
21
7
13
30
124
410
676
604
470
378
410
412
426
595
638
648
570
521
354
248
180
115
67
7944
95.6%
0
0
0
1
0
2
11
28
27
38
19
27
23
27
45
36
15
15
2
2
0
1
5
0
324
3.9%
0
0
0
0
0
2
0
5
3
5
4
4
8
4
1
1
1
0
0
0
1
0
0
0
39
0.5%
07:00
09:00
07:00
07:00
676
38
5
709
16:00
14:00
12:00
15:00
648
45
8
675
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
27
21
7
14
30
128
421
709
634
513
401
441
443
457
641
675
664
585
523
356
249
181
120
67
8307
Page 1
Pleasant Street
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
SB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 E Class
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
29
12
11
13
42
138
360
657
572
430
390
394
433
449
537
624
628
564
462
255
243
236
113
73
7665
96.0%
0
0
1
1
0
1
4
22
27
27
32
34
20
33
31
31
13
7
3
5
2
3
1
0
298
3.7%
0
0
0
0
0
0
2
1
2
2
2
2
4
0
2
2
0
0
0
0
0
0
0
0
19
0.2%
07:00
11:00
06:00
07:00
657
34
2
680
16:00
13:00
12:00
15:00
628
33
4
657
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
29
12
12
14
42
139
366
680
601
459
424
430
457
482
570
657
641
571
465
260
245
239
114
73
7982
Page 2
Pleasant Street
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
NB
Start
Time
11/05/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 E Class
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
27
11
12
13
33
82
326
675
591
430
364
408
462
412
599
613
606
684
486
354
281
213
125
69
7876
94.7%
1
0
0
1
4
3
27
49
45
23
40
35
42
47
25
21
17
6
6
5
1
1
2
1
402
4.8%
0
0
0
0
0
0
5
5
4
3
3
7
1
3
5
1
1
0
0
0
0
0
0
0
38
0.5%
07:00
07:00
11:00
07:00
675
49
7
729
17:00
13:00
14:00
17:00
684
47
5
690
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
28
11
12
14
37
85
358
729
640
456
407
450
505
462
629
635
624
690
492
359
282
214
127
70
8316
Page 3
Pleasant Street
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
NB
Start
Time
11/06/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
143698 E Class
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Cars
Medium
Heavy
Large
Heavy
40
13
8
18
25
83
319
698
592
430
386
410
429
362
600
657
642
667
366
313
277
224
121
82
7762
95.9%
0
0
0
0
0
5
27
43
37
30
24
20
20
32
25
25
8
3
2
1
2
1
3
0
308
3.8%
0
0
0
0
0
0
0
5
3
1
3
4
4
2
1
2
0
1
0
0
0
0
0
0
26
0.3%
07:00
07:00
07:00
07:00
698
43
5
746
17:00
13:00
12:00
15:00
667
32
4
684
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
40
13
8
18
25
88
346
746
632
461
413
434
453
396
626
684
650
671
368
314
279
225
124
82
8096
Page 4
Pleasant Street
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 E Volume
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
SB
A.M.
8
7
8
4
9
6
3
3
0
2
1
4
3
3
3
5
7
3
9
11
14
28
41
45
74
77
101
169
218
190
144
157
171
164
145
154
128
123
127
135
111
100
99
91
102
130
108
101
3346
50.9%
Day Total
Peak
Vol.
P.H.F.
P.M.
27
21
7
14
30
128
421
709
634
513
401
441
98
114
122
109
92
123
100
142
150
173
144
174
161
155
167
192
134
189
166
175
147
159
121
158
155
135
111
122
93
99
90
74
74
65
59
51
61
49
34
37
34
37
19
30
19
18
19
11
4961
49.4%
A.M.
443
457
641
675
664
585
523
356
249
181
120
67
7
9
6
6
3
1
4
3
2
1
7
2
2
4
4
4
9
9
7
12
9
18
18
40
48
74
97
139
142
199
232
156
165
178
170
127
132
108
111
105
99
93
103
112
108
99
130
113
3227
49.1%
8307
06:45
721
0.827
-
Combin
ed
NB
P.M.
28
11
12
14
37
85
358
729
640
456
407
450
130
127
121
127
109
125
105
123
120
171
176
162
161
172
154
148
180
164
152
128
213
193
147
137
150
123
117
102
104
87
81
87
64
73
90
55
57
89
41
27
39
29
31
28
28
10
20
12
5089
50.6%
A.M.
505
462
629
635
624
690
492
359
282
214
127
70
15
16
14
10
12
7
7
6
2
3
8
6
5
7
7
9
16
12
16
23
23
46
59
85
122
151
198
308
360
389
376
313
336
342
315
281
260
231
238
240
210
193
202
203
210
229
238
214
6573
8316
03:30
682
0.888
-
07:15
752
0.810
-
05-Nov14
Wed
P.M.
55
32
19
28
67
213
779
1438
1274
969
808
891
228
241
243
236
201
248
205
265
270
344
320
336
322
327
321
340
314
353
318
303
360
352
268
295
305
258
228
224
197
186
171
161
138
138
149
106
118
138
75
64
73
66
50
58
47
28
39
23
10050
948
919
1270
1310
1288
1275
1015
715
531
395
247
137
16623
05:00
690
0.810
-
07:00
1438
0.924
-
04:15
1334
0.926
-
-
-
Page 1
Pleasant Street
south of Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
PRECISION
D A T A
143698 E Volume
Site Code: TBA
Date Start: 05-Nov-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
SB
A.M.
8
8
8
5
3
2
4
3
2
4
3
3
0
6
3
5
3
6
10
23
16
38
33
52
60
70
104
132
236
168
117
159
131
151
174
145
108
128
111
112
92
106
112
114
110
90
104
126
3208
49.9%
Day Total
Peak
Vol.
P.H.F.
P.M.
29
12
12
14
42
139
366
680
601
459
424
430
116
106
102
133
132
119
98
133
134
139
136
161
171
145
174
167
174
144
160
163
135
112
169
155
133
129
98
105
73
74
65
48
69
54
46
76
63
95
37
44
39
25
30
20
18
23
20
12
4774
49.5%
A.M.
457
482
570
657
641
571
465
260
245
239
114
73
10
13
9
8
4
5
3
1
3
0
3
2
2
4
8
4
5
5
6
9
12
18
24
34
37
73
95
141
136
217
208
185
193
165
144
130
109
127
118
107
106
89
110
108
126
96
105
107
3224
50.1%
7982
07:00
680
0.720
-
Combin
ed
NB
P.M.
40
13
8
18
25
88
346
746
632
461
413
434
132
103
117
101
91
98
99
108
125
157
183
161
164
154
195
171
161
150
169
170
162
199
147
163
117
82
87
82
90
89
72
63
76
60
59
84
69
58
61
37
34
37
28
25
26
24
22
10
4872
50.5%
A.M.
453
396
626
684
650
671
368
314
279
225
124
82
18
21
17
13
7
7
7
4
5
4
6
5
2
10
11
9
8
11
16
32
28
56
57
86
97
143
199
273
372
385
325
344
324
316
318
275
217
255
229
219
198
195
222
222
236
186
209
233
6432
8096
03:15
660
0.948
-
07:15
803
0.925
-
06-Nov14
Thu
P.M.
248
209
219
234
223
217
197
241
259
296
319
322
335
299
369
338
335
294
329
333
297
311
316
318
250
211
185
187
163
163
137
111
145
114
105
160
132
153
98
81
73
62
58
45
44
47
42
22
9646
69
25
20
32
67
227
712
1426
1233
920
837
864
910
878
1196
1341
1291
1242
833
574
524
464
238
155
16078
04:30
700
0.879
-
07:00
1426
0.926
-
03:00
1341
0.909
-
-
-
Page 2
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Pleasant Street
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start Time
Right
3
3
6
2
14
196
137
97
131
561
22
26
28
40
116
0
0
0
0
0
36
38
38
44
156
100
139
152
121
512
20
17
16
30
83
0
0
0
0
0
13
18
20
20
71
114
183
178
151
626
8
15
12
6
41
0
0
0
0
0
20
13
10
3
46
55
43
64
61
223
7
4
8
5
24
0
0
0
0
0
594
636
629
614
2473
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
6
6
8
9
29
103
108
131
97
439
36
37
43
37
153
0
0
0
0
0
38
53
36
39
166
156
119
112
117
504
19
33
33
38
123
0
0
0
0
0
21
23
20
17
81
152
132
107
109
500
21
10
16
11
58
0
0
0
0
0
7
10
6
6
29
50
60
49
51
210
12
4
5
4
25
0
0
0
0
0
621
595
566
535
2317
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
6
6
2
6
20
77
96
88
91
352
31
29
33
31
124
0
0
0
0
0
30
35
27
29
121
93
76
53
54
276
19
25
16
18
78
0
0
0
0
0
17
19
16
22
74
80
92
92
77
341
9
15
11
7
42
0
0
0
0
0
10
7
8
4
29
39
41
62
57
199
10
9
8
7
34
0
0
0
0
0
421
450
416
403
1690
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
5
3
6
7
21
67
76
77
84
304
27
32
36
36
131
0
0
0
0
0
28
23
35
28
114
61
50
55
50
216
17
22
25
22
86
0
0
0
0
0
21
16
20
30
87
82
70
81
69
302
10
10
12
6
38
0
0
0
0
0
7
8
10
6
31
59
69
64
61
253
8
9
6
5
28
0
0
0
0
0
392
388
427
404
1611
Grand Total
Apprch %
Total %
Cars
% Cars
84
3.7
1
79
94
5
6
1656
73.1
20.5
1582
95.5
74
4.5
524
23.1
6.5
513
97.9
11
2.1
0
0
0
0
0
0
0
557
22.9
6.9
522
93.7
35
6.3
1508
61.9
18.6
1447
96
61
4
370
15.2
4.6
349
94.3
21
5.7
0
0
0
0
0
0
0
313
13.8
3.9
289
92.3
24
7.7
1769
78.2
21.9
1676
94.7
93
5.3
179
7.9
2.2
147
82.1
32
17.9
0
0
0
0
0
0
0
135
11.9
1.7
119
88.1
16
11.9
885
78.2
10.9
849
95.9
36
4.1
111
9.8
1.4
92
82.9
19
17.1
0
0
0
0
0
0
0
8091
Heavy Vehicles
Start Time
Right
Pleasant Street
From North
Thru
Left U-Turn
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
% Heavy Vehicles
U-Turn
Groups Printed- Cars - Heavy Vehicles
Washington Street (Route 53)
Pleasant Street
From East
From South
Right
Thru
Left U-Turn
Right
Thru
Left
: 143698 A
: TBA
: 11/6/2014
:1
Pleasant Street
From South
Right
Thru
18
20
20
21
79
9.9
.940
71
89.9
8
10.1
183
178
151
152
664
83.3
.907
632
95.2
32
4.8
Left
U-Turn
App. Total
15
0
12
0
6
0
21
0
54
0
6.8
0
.643 .000
41
0
75.9
0
13
0
24.1
0
216
210
177
194
797
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
7664
94.7
427
5.3
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM
3 137
26
0
166
38
07:30 AM
6
97
28
0
131
38
07:45 AM
2 131
40
0
173
44
08:00 AM
6 103
36
0
145
38
17 468 130
0
615 158
Total Volume
% App. Total
2.8 76.1 21.1
0
19.6
PHF .708 .854 .813 .000
.889 .898
Cars
16 454 128
0
598 147
0
97.2 93.0
% Cars 94.1 97.0 98.5
1
14
2
0
17
11
Heavy Vehicles
5.9
3.0
1.5
0
2.8
7.0
% Heavy Vehicles
139
17
152
16
121
30
156
19
568
82
70.3 10.1
.910 .683
538
76
94.7 92.7
30
6
5.3
7.3
0
0
0
0
0
0
.000
0
0
0
0
194
206
195
213
808
.948
761
94.2
47
5.8
.922
744
93.4
53
6.6
13
10
3
7
33
11.8
.635
31
93.9
2
6.1
43
64
61
50
218
77.9
.852
207
95.0
11
5.0
4
8
5
12
29
10.4
.604
22
75.9
7
24.1
0
0
0
0
0
0
.000
0
0
0
0
60
82
69
69
280
636
629
614
621
2500
.854
260
92.9
20
7.1
.983
2363
94.5
137
5.5
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Pleasant Street
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Pleasant Street
From South
Thru
Left
Start Time
Right
2
3
5
2
12
190
137
93
127
547
22
25
27
40
114
0
0
0
0
0
35
35
38
41
149
100
130
148
113
491
19
16
15
26
76
0
0
0
0
0
13
16
18
18
65
105
179
171
140
595
5
8
10
3
26
0
0
0
0
0
20
12
9
3
44
54
41
61
57
213
6
1
7
4
18
0
0
0
0
0
571
603
602
574
2350
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
6
6
8
9
29
97
105
125
90
417
36
35
43
37
151
0
0
0
0
0
33
51
35
37
156
147
115
109
110
481
19
33
32
38
122
0
0
0
0
0
19
21
17
15
72
142
127
99
102
470
20
9
11
10
50
0
0
0
0
0
7
7
5
3
22
48
58
49
47
202
10
4
4
3
21
0
0
0
0
0
584
571
537
501
2193
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
6
4
2
6
18
72
88
85
89
334
30
29
32
30
121
0
0
0
0
0
27
32
26
25
110
91
72
52
52
267
16
24
14
18
72
0
0
0
0
0
15
18
14
21
68
77
90
83
76
326
8
13
8
6
35
0
0
0
0
0
8
5
7
3
23
38
39
56
54
187
8
8
5
6
27
0
0
0
0
0
396
422
384
386
1588
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
5
3
6
6
20
60
69
75
80
284
25
32
36
34
127
0
0
0
0
0
27
21
32
27
107
58
48
53
49
208
16
21
21
21
79
0
0
0
0
0
20
16
20
28
84
77
67
76
65
285
10
10
11
5
36
0
0
0
0
0
7
8
9
6
30
57
68
62
60
247
7
9
5
5
26
0
0
0
0
0
369
372
406
386
1533
Grand Total
Apprch %
Total %
79
3.6
1
1582
72.8
20.6
513
23.6
6.7
0
0
0
522
22.5
6.8
1447
62.4
18.9
349
15.1
4.6
0
0
0
289
13.7
3.8
1676
79.4
21.9
147
7
1.9
0
0
0
119
11.2
1.6
849
80.1
11.1
92
8.7
1.2
0
0
0
7664
Start Time
Right
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
Pleasant Street
From North
Thru
Left U-Turn
U-Turn
Groups Printed- Cars
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn
Right
: 143698 A
: TBA
: 11/6/2014
:1
Pleasant Street
From South
Right
Thru
16
18
18
19
71
9.5
.947 .934
179
171
140
142
632
84.9
.883
Left
U-Turn
App. Total
8
0
10
0
3
0
20
0
41
0
5.5
0
.513 .000
203
199
161
181
744
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM
3 137
25
0
165
35
07:30 AM
5
93
27
0
125
38
07:45 AM
2 127
40
0
169
41
6
97
36
0
139
33
08:00 AM
16 454 128
0
598 147
Total Volume
% App. Total
2.7 75.9 21.4
0
19.3
PHF .667 .828 .800 .000
.885 .896
130
16
148
15
113
26
147
19
538
76
70.7
10
.909 .731
0
0
0
0
0
0
.000
181
201
180
199
761
.916
12
9
3
7
31
11.9
.646
41
1
61
7
57
4
48
10
207
22
79.6
8.5
.848 .550
0
0
0
0
0
0
.000
54
77
64
65
260
603
602
574
584
2363
.844
.980
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Pleasant Street
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start Time
Right
1
0
1
0
2
6
0
4
4
14
0
1
1
0
2
0
0
0
0
0
1
3
0
3
7
0
9
4
8
21
1
1
1
4
7
0
0
0
0
0
0
2
2
2
6
9
4
7
11
31
3
7
2
3
15
0
0
0
0
0
0
1
1
0
2
1
2
3
4
10
1
3
1
1
6
0
0
0
0
0
23
33
27
40
123
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
0
0
0
0
6
3
6
7
22
0
2
0
0
2
0
0
0
0
0
5
2
1
2
10
9
4
3
7
23
0
0
1
0
1
0
0
0
0
0
2
2
3
2
9
10
5
8
7
30
1
1
5
1
8
0
0
0
0
0
0
3
1
3
7
2
2
0
4
8
2
0
1
1
4
0
0
0
0
0
37
24
29
34
124
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
0
2
0
0
2
5
8
3
2
18
1
0
1
1
3
0
0
0
0
0
3
3
1
4
11
2
4
1
2
9
3
1
2
0
6
0
0
0
0
0
2
1
2
1
6
3
2
9
1
15
1
2
3
1
7
0
0
0
0
0
2
2
1
1
6
1
2
6
3
12
2
1
3
1
7
0
0
0
0
0
25
28
32
17
102
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
0
0
0
1
1
7
7
2
4
20
2
0
0
2
4
0
0
0
0
0
1
2
3
1
7
3
2
2
1
8
1
1
4
1
7
0
0
0
0
0
1
0
0
2
3
5
3
5
4
17
0
0
1
1
2
0
0
0
0
0
0
0
1
0
1
2
1
2
1
6
1
0
1
0
2
0
0
0
0
0
23
16
21
18
78
Grand Total
Apprch %
Total %
5
5.6
1.2
74
82.2
17.3
11
12.2
2.6
0
0
0
35
29.9
8.2
61
52.1
14.3
21
17.9
4.9
0
0
0
24
16.1
5.6
93
62.4
21.8
32
21.5
7.5
0
0
0
16
22.5
3.7
36
50.7
8.4
19
26.8
4.4
0
0
0
427
Start Time
Right
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
Pleasant Street
From North
Thru
Left U-Turn
U-Turn
Groups Printed- Heavy Vehicles
Washington Street (Route 53)
Pleasant Street
From East
From South
Right
Thru
Left U-Turn
Right
Thru
Left
: 143698 A
: TBA
: 11/6/2014
:1
Pleasant Street
From South
Right
Thru
2
2
2
2
8
15.1
.783 1.00
4
7
11
10
32
60.4
.727
Left
U-Turn
App. Total
7
0
2
0
3
0
1
0
13
0
24.5
0
.464 .000
13
11
16
13
53
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM
0
0
1
0
1
3
9
1
07:30 AM
1
4
1
0
6
0
4
1
07:45 AM
0
4
0
0
4
3
8
4
0
6
0
0
6
5
9
0
08:00 AM
1
14
2
0
17
11
30
6
Total Volume
% App. Total
5.9 82.4 11.8
0
23.4 63.8 12.8
PHF .250 .583 .500 .000
.708 .550 .833 .375
0
0
0
0
0
0
.000
13
5
15
14
47
.828
1
1
0
0
2
10
.500
2
3
3
1
4
1
2
2
11
7
55
35
.688 .583
0
0
0
0
0
0
.000
6
5
5
4
20
33
27
40
37
137
.833
.856
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Groups Printed- Peds and Bikes
Washington Street (Route 53)
Pleasant Street
From East
From South
Pleasant Street
From North
: 143698 A
: TBA
: 11/6/2014
:1
Washington Street (Route 53)
From West
Start
Time
Right
Thru
Left
Peds EB
Peds WB
Right
Thru
Left
Peds SB
Peds NB
Right
Thru
Left
Peds WB
Peds EB
Right
Thru
Left
Peds NB
Peds SB
Int. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
1
0
0
0
0
0
1
1
1
0
3
1
0
2
0
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
3
1
4
0
8
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
1
0
0
3
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
2
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
0
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
1
0
0
0
1
1
0
0
2
3
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
0
2
5
10
Grand Total
0
0
0
0
0
0
0
0
0
0
0
0
1
100
4.3
0
0
0
1
7.7
4.3
1
7.7
4.3
6
46.2
26.1
5
38.5
21.7
0
0
0
0
0
0
1
33.3
4.3
0
0
0
2
66.7
8.7
3
50
13
2
33.3
8.7
0
0
0
0
0
0
1
16.7
4.3
23
Apprch %
Total %
Pleasant Street
From North
Start Time
Right
Thru
Left
Washington Street (Route 53)
From East
Peds
Peds
EB
WB
App. Total
Right
Thru
Left
Peds
Peds
SB
NB
Pleasant Street
From South
App. Total
Right
Thru
Left
Washington Street (Route 53)
From West
Peds
Peds
WB
EB
0
0
0
0
0
0
0
0
0
0
0
0
Right
Thru
Left
Peds
Peds
NB
SB
App. Total
Int. Total
0
1
0
0
0
0
0
0
0
1
0 100
1
0
0
0
1
3
1
4
0
8
.000 .000 .000 .000 .000 .250
.250
.500
App. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
0
0
0
0
0
0
0
0
07:15 AM
0
0
0
0
0
0
0
0
07:30 AM
0
0
0
0
0
0
0
1
07:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
Total Volume
0
0
0
0
0
0 14.3
% App. Total
PHF .000 .000 .000 .000 .000 .000 .000 .250
0
1
1
0
1
0
0
1
2
0
0
0
0
3
3
0 42.9 42.9
.000
.750
.375
2
1
4
0
7
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.438 .000 .000 .000 .000 .000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Start Time
Right
Pleasant Street
From North
Thru
Left U-Turn
App. Total
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
Pleasant Street
From South
Right
Thru
18
20
20
21
79
9.9
.940
71
89.9
8
10.1
183
178
151
152
664
83.3
.907
632
95.2
32
4.8
Left
U-Turn
App. Total
15
0
12
0
6
0
21
0
54
0
6.8
0
.643 .000
41
0
75.9
0
13
0
24.1
0
216
210
177
194
797
: 143698 A
: TBA
: 11/6/2014
:1
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
3 137
26
0
166
38
07:15 AM
07:30 AM
6
97
28
0
131
38
07:45 AM
2 131
40
0
173
44
08:00 AM
6 103
36
0
145
38
17 468 130
0
615 158
Total Volume
% App. Total
2.8 76.1 21.1
0
19.6
PHF .708 .854 .813 .000
.889 .898
Cars
16 454 128
0
598 147
% Cars 94.1 97.0 98.5
0
97.2 93.0
1
14
2
0
17
11
Heavy Vehicles
5.9
3.0
1.5
0
2.8
7.0
% Heavy Vehicles
139
17
152
16
121
30
156
19
568
82
70.3 10.1
.910 .683
538
76
94.7 92.7
30
6
5.3
7.3
0
0
0
0
0
0
.000
0
0
0
0
194
206
195
213
808
.948
761
94.2
47
5.8
.922
744
93.4
53
6.6
13
10
3
7
33
11.8
.635
31
93.9
2
6.1
43
64
61
50
218
77.9
.852
207
95.0
11
5.0
4
8
5
12
29
10.4
.604
22
75.9
7
24.1
Pleasant Street
Out
In
Total
801
598
1399
50
17
67
851
1466
615
16
454
1
14
17
468
Right Thru
128
0
2
0
130
0
Left U-Turn
31
207
0
2
11
0
33
218
0
U-Turn Right Thru
22
7
29
Left
Left Thru Right U-Turn
41
632
71
0
13
32
8
0
54
664
79
0
561
744
1305
22
53
75
583
797
1380
Out
In
Total
Pleasant Street
76
0
6
0
82
0
Left U-Turn
Cars
Heavy Vehicles
Washington Street (Route 53)
Out
In
Total
406
761
1167
21
47
68
427
808
1235
North
Peak Hour Begins at 07:15 AM
147
538
11
30
158
568
Right Thru
Washington Street (Route 53)
Out
In
Total
595
260
855
44
20
64
639
280
919
Peak Hour Data
0
0
0
0
0
0
.000
0
0
0
0
60
82
69
69
280
636
629
614
621
2500
.854
260
92.9
20
7.1
.983
2363
94.5
137
5.5
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Pleasant Street
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start Time
Right
7
1
5
5
18
140
111
133
124
508
32
37
32
49
150
0
0
0
0
0
35
40
41
54
170
73
64
65
75
277
22
27
31
31
111
0
0
0
0
0
19
21
30
18
88
121
117
136
139
513
15
15
23
17
70
0
0
0
0
0
9
7
10
12
38
88
95
99
109
391
16
13
7
17
53
0
0
0
0
0
577
548
612
650
2387
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
5
4
5
7
21
135
116
138
135
524
34
32
37
44
147
0
0
0
0
0
68
52
50
54
224
61
59
55
79
254
30
20
14
15
79
0
0
0
0
0
29
20
25
30
104
121
115
129
134
499
9
11
15
7
42
0
0
0
0
0
10
13
10
15
48
85
89
93
93
360
16
16
12
8
52
0
0
0
0
0
603
547
583
621
2354
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
5
1
7
7
20
103
73
152
150
478
24
31
30
36
121
0
0
0
0
0
57
59
40
35
191
80
95
63
54
292
29
25
16
13
83
0
0
0
0
0
28
14
19
17
78
144
201
120
152
617
8
14
14
8
44
0
0
0
0
0
7
14
17
11
49
92
86
111
105
394
15
17
8
10
50
0
0
0
0
0
592
630
597
598
2417
06:00 PM
06:15 PM
06:30 PM
06:45 PM
Total
4
6
7
8
25
101
114
73
88
376
32
34
35
32
133
0
0
0
0
0
35
35
28
32
130
58
52
48
29
187
19
9
12
11
51
0
0
0
0
0
12
11
15
16
54
110
86
85
81
362
9
4
7
4
24
0
0
0
0
0
9
5
8
5
27
79
68
67
63
277
21
15
7
15
58
0
0
0
0
0
489
439
392
384
1704
Grand Total
Apprch %
Total %
Cars
% Cars
84
3.3
0.9
82
97.6
2
2.4
1886
74.8
21.3
1841
97.6
45
2.4
551
21.9
6.2
542
98.4
9
1.6
0
0
0
0
0
0
0
715
34.9
8.1
706
98.7
9
1.3
1010
49.3
11.4
996
98.6
14
1.4
324
15.8
3.7
317
97.8
7
2.2
0
0
0
0
0
0
0
324
13
3.7
315
97.2
9
2.8
1991
79.8
22.5
1968
98.8
23
1.2
180
7.2
2
172
95.6
8
4.4
0
0
0
0
0
0
0
162
9
1.8
154
95.1
8
4.9
1422
79.1
16
1401
98.5
21
1.5
213
11.9
2.4
202
94.8
11
5.2
0
0
0
0
0
0
0
8862
Heavy Vehicles
Start Time
Right
Pleasant Street
From North
Thru
Left U-Turn
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
% Heavy Vehicles
U-Turn
Groups Printed- Cars - Heavy Vehicles
Washington Street (Route 53)
Pleasant Street
From East
From South
Right
Thru
Left U-Turn
Right
Thru
Left
: 143698 AA
: TBA
: 11/6/2014
:1
Pleasant Street
From South
Right
Thru
21
30
18
29
98
14.5
.817
93
94.9
5
5.1
117
136
139
121
513
76
.923
501
97.7
12
2.3
Left
U-Turn
App. Total
15
0
23
0
17
0
9
0
64
0
9.5
0
.696 .000
59
0
92.2
0
5
0
7.8
0
153
189
174
159
675
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
8696
98.1
166
1.9
Int. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM
1 111
37
0
149
40
64
27
03:30 PM
5 133
32
0
170
41
65
31
03:45 PM
5 124
49
0
178
54
75
31
04:00 PM
5 135
34
0
174
68
61
30
16 503 152
0
671 203 265 119
Total Volume
% App. Total
2.4
75 22.7
0
34.6 45.1 20.3
PHF .800 .931 .776 .000
.942 .746 .883 .960
Cars
16 478 148
0
642 198 257 116
0
95.7 97.5 97.0 97.5
% Cars 100 95.0 97.4
0
25
4
0
29
5
8
3
Heavy Vehicles
0
5.0
2.6
0
4.3
2.5
3.0
2.5
% Heavy Vehicles
0
0
0
0
0
0
.000
0
0
0
0
131
137
160
159
587
.917
571
97.3
16
2.7
.893
653
96.7
22
3.3
7
10
12
10
39
8.1
.813
35
89.7
4
10.3
95
13
99
7
109
17
85
16
388
53
80.8
11
.890 .779
377
49
97.2 92.5
11
4
2.8
7.5
0
0
0
0
0
0
.000
0
0
0
0
115
116
138
111
480
548
612
650
603
2413
.870
461
96.0
19
4.0
.928
2327
96.4
86
3.6
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Pleasant Street
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Pleasant Street
From South
Thru
Left
Start Time
Right
5
1
5
5
16
133
106
123
120
482
31
37
29
48
145
0
0
0
0
0
33
40
40
51
164
70
58
64
75
267
21
26
31
30
108
0
0
0
0
0
19
18
28
18
83
114
112
135
136
497
14
13
20
17
64
0
0
0
0
0
9
7
7
11
34
88
92
92
108
380
14
12
6
17
49
0
0
0
0
0
551
522
580
636
2289
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
5
4
5
7
21
129
114
136
133
512
34
31
37
42
144
0
0
0
0
0
67
52
49
54
222
60
59
55
78
252
29
20
14
15
78
0
0
0
0
0
29
19
24
29
101
118
115
128
134
495
9
10
15
7
41
0
0
0
0
0
10
11
10
15
46
85
87
92
92
356
14
15
12
8
49
0
0
0
0
0
589
537
577
614
2317
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
5
1
7
7
20
101
72
152
148
473
23
31
30
36
120
0
0
0
0
0
57
59
39
35
190
79
95
62
54
290
28
24
15
13
80
0
0
0
0
0
27
14
19
17
77
144
201
120
151
616
8
14
14
8
44
0
0
0
0
0
7
13
17
11
48
92
85
110
105
392
14
17
7
10
48
0
0
0
0
0
585
626
592
595
2398
06:00 PM
06:15 PM
06:30 PM
06:45 PM
Total
4
6
7
8
25
100
114
72
88
374
32
34
35
32
133
0
0
0
0
0
35
35
28
32
130
58
52
48
29
187
19
9
12
11
51
0
0
0
0
0
12
11
15
16
54
110
86
84
80
360
9
3
7
4
23
0
0
0
0
0
9
5
7
5
26
78
67
65
63
273
21
14
7
14
56
0
0
0
0
0
487
436
387
382
1692
Grand Total
Apprch %
Total %
82
3.3
0.9
1841
74.7
21.2
542
22
6.2
0
0
0
706
35
8.1
996
49.3
11.5
317
15.7
3.6
0
0
0
315
12.8
3.6
1968
80.2
22.6
172
7
2
0
0
0
154
8.8
1.8
1401
79.7
16.1
202
11.5
2.3
0
0
0
8696
Start Time
Right
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
Pleasant Street
From North
Thru
Left U-Turn
U-Turn
Groups Printed- Cars
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn
Right
: 143698 AA
: TBA
: 11/6/2014
:1
Pleasant Street
From South
Right
Thru
28
18
29
19
94
14.4
.926 .810
135
136
118
115
504
77.1
.926
Left
U-Turn
App. Total
20
0
17
0
9
0
10
0
56
0
8.6
0
.700 .000
183
171
156
144
654
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Int. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM
5 123
29
0
157
40
64
31
03:45 PM
5 120
48
0
173
51
75
30
04:00 PM
5 129
34
0
168
67
60
29
4 114
31
0
149
52
59
20
04:15 PM
19 486 142
0
647 210 258 110
Total Volume
% App. Total
2.9 75.1 21.9
0
36.3 44.6
19
PHF .950 .942 .740 .000
.935 .784 .860 .887
0
0
0
0
0
0
.000
135
156
156
131
578
.893
7
11
10
11
39
8.4
.886
92
6
108
17
85
14
87
15
372
52
80.3 11.2
.861 .765
0
0
0
0
0
0
.000
105
136
109
113
463
580
636
589
537
2342
.851
.921
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Pleasant Street
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start Time
Right
2
0
0
0
2
7
5
10
4
26
1
0
3
1
5
0
0
0
0
0
2
0
1
3
6
3
6
1
0
10
1
1
0
1
3
0
0
0
0
0
0
3
2
0
5
7
5
1
3
16
1
2
3
0
6
0
0
0
0
0
0
0
3
1
4
0
3
7
1
11
2
1
1
0
4
0
0
0
0
0
26
26
32
14
98
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
0
0
0
0
0
6
2
2
2
12
0
1
0
2
3
0
0
0
0
0
1
0
1
0
2
1
0
0
1
2
1
0
0
0
1
0
0
0
0
0
0
1
1
1
3
3
0
1
0
4
0
1
0
0
1
0
0
0
0
0
0
2
0
0
2
0
2
1
1
4
2
1
0
0
3
0
0
0
0
0
14
10
6
7
37
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0
0
0
0
0
2
1
0
2
5
1
0
0
0
1
0
0
0
0
0
0
0
1
0
1
1
0
1
0
2
1
1
1
0
3
0
0
0
0
0
1
0
0
0
1
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
1
0
2
1
0
1
0
2
0
0
0
0
0
7
4
5
3
19
06:00 PM
06:15 PM
06:30 PM
06:45 PM
Total
0
0
0
0
0
1
0
1
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
2
0
1
0
0
1
0
0
0
0
0
0
0
1
0
1
1
1
2
0
4
0
1
0
1
2
0
0
0
0
0
2
3
5
2
12
Grand Total
Apprch %
Total %
2
3.6
1.2
45
80.4
27.1
9
16.1
5.4
0
0
0
9
30
5.4
14
46.7
8.4
7
23.3
4.2
0
0
0
9
22.5
5.4
23
57.5
13.9
8
20
4.8
0
0
0
8
20
4.8
21
52.5
12.7
11
27.5
6.6
0
0
0
166
Start Time
Right
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
Pleasant Street
From North
Thru
Left U-Turn
U-Turn
Groups Printed- Heavy Vehicles
Washington Street (Route 53)
Pleasant Street
From East
From South
Right
Thru
Left U-Turn
Right
Thru
Left
: 143698 AA
: TBA
: 11/6/2014
:1
Pleasant Street
From South
Right
Thru
0
3
2
0
5
18.5
.679 .417
7
5
1
3
16
59.3
.571
Left
U-Turn
App. Total
1
0
2
0
3
0
0
0
6
0
22.2
0
.500 .000
8
10
6
3
27
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Int. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM
2
7
1
0
10
2
3
1
03:15 PM
0
5
0
0
5
0
6
1
03:30 PM
0
10
3
0
13
1
1
0
0
4
1
0
5
3
0
1
03:45 PM
2
26
5
0
33
6
10
3
Total Volume
% App. Total
6.1 78.8 15.2
0
31.6 52.6 15.8
PHF .250 .650 .417 .000
.635 .500 .417 .750
0
0
0
0
0
0
.000
6
7
2
4
19
.675
0
0
3
1
4
21.1
.333
0
2
3
1
7
1
1
0
11
4
57.9 21.1
.393 .500
0
0
0
0
0
0
.000
2
4
11
2
19
26
26
32
14
98
.432
.766
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Groups Printed- Peds and Bikes
Washington Street (Route 53)
Pleasant Street
From East
From South
Pleasant Street
From North
: 143698 AA
: TBA
: 11/6/2014
:1
Washington Street (Route 53)
From West
Start
Time
Right
Thru
Left
Peds EB
Peds WB
Right
Thru
Left
Peds SB
Peds NB
Right
Thru
Left
Peds WB
Peds EB
Right
Thru
Left
Peds NB
Peds SB
Int. Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
1
1
0
1
3
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
0
2
6
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
2
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
1
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
4
0
6
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
06:00 PM
06:15 PM
06:30 PM
06:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Grand Total
0
0
0
0
0
0
0
0
0
2
66.7
15.4
1
33.3
7.7
0
0
0
0
0
0
0
0
0
2
33.3
15.4
4
66.7
30.8
1
25
7.7
0
0
0
0
0
0
0
0
0
3
75
23.1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13
Apprch %
Total %
Pleasant Street
From North
Start Time
Right
Thru
Left
Washington Street (Route 53)
From East
Peds
Peds
EB
WB
App. Total
Right
Thru
Left
Peds
Peds
SB
NB
Pleasant Street
From South
App. Total
Right
Thru
Left
Washington Street (Route 53)
From West
Peds
Peds
WB
EB
0
0
0
0
0
0
0
0
1
0
1
50
Right
Thru
Left
Peds
Peds
NB
SB
0
0
0
0
0
0
App. Total
Int. Total
0
0
0
0
0
0
0
0
0
0
0
2
0
2
4
8
.500 .000 .000 .000 .000 .000
.000
.500
App. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM
0
0
0
0
0
0
0
0
04:00 PM
0
0
0
0
0
0
0
0
04:15 PM
0
0
0
1
0
1
0
0
04:30 PM
0
0
0
1
1
2
0
0
0
0
0
2
1
3
0
0
Total Volume
0
0
0 66.7 33.3
0
0
% App. Total
PHF .000 .000 .000 .500 .250 .375 .000 .000
0
0
1
0
0
0
0
0
0
0
1
1
0
1
2
0 33.3 66.7
.000
.250
.500
1
0
0
2
3
1
0
0
0
1
50
0
0
0
0
0
0
0
0
0
0
0
0
.375 .250 .000 .000 .000 .250
1
0
1
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N/S: Pleasant Street
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Start Time
Right
Pleasant Street
From North
Thru
Left U-Turn
App. Total
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
Pleasant Street
From South
Right
Thru
21
30
18
29
98
14.5
.817
93
94.9
5
5.1
117
136
139
121
513
76
.923
501
97.7
12
2.3
Left
U-Turn
App. Total
15
0
23
0
17
0
9
0
64
0
9.5
0
.696 .000
59
0
92.2
0
5
0
7.8
0
153
189
174
159
675
: 143698 AA
: TBA
: 11/6/2014
:1
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:15 PM
1 111
37
0
149
40
64
27
03:15 PM
03:30 PM
5 133
32
0
170
41
65
31
03:45 PM
5 124
49
0
178
54
75
31
04:00 PM
5 135
34
0
174
68
61
30
16 503 152
0
671 203 265 119
Total Volume
% App. Total
2.4
75 22.7
0
34.6 45.1 20.3
PHF .800 .931 .776 .000
.942 .746 .883 .960
Cars
16 478 148
0
642 198 257 116
% Cars 100 95.0 97.4
0
95.7 97.5 97.0 97.5
0
25
4
0
29
5
8
3
Heavy Vehicles
0
5.0
2.6
0
4.3
2.5
3.0
2.5
% Heavy Vehicles
0
0
0
0
0
0
.000
0
0
0
0
131
137
160
159
587
.917
571
97.3
16
2.7
.893
653
96.7
22
3.3
7
10
12
10
39
8.1
.813
35
89.7
4
10.3
95
13
99
7
109
17
85
16
388
53
80.8
11
.890 .779
377
49
97.2 92.5
11
4
2.8
7.5
Pleasant Street
Out
In
Total
748
642
1390
21
29
50
769
1440
671
16
478
0
25
16
503
Right Thru
148
0
4
0
152
0
Left U-Turn
35
377
0
4
11
0
39
388
0
U-Turn Right Thru
49
4
53
Left
Left Thru Right U-Turn
59
501
93
0
5
12
5
0
64
513
98
0
629
653
1282
32
22
54
661
675
1336
Out
In
Total
Pleasant Street
116
0
3
0
119
0
Left U-Turn
Cars
Heavy Vehicles
Washington Street (Route 53)
Out
In
Total
618
571
1189
20
16
36
638
587
1225
North
Peak Hour Begins at 03:15 PM
198
257
5
8
203
265
Right Thru
Washington Street (Route 53)
Out
In
Total
332
461
793
13
19
32
345
480
825
Peak Hour Data
0
0
0
0
0
0
.000
0
0
0
0
115
116
138
111
480
548
612
650
603
2413
.870
461
96.0
19
4.0
.928
2327
96.4
86
3.6
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Mutton Lane
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start Time
Right
39
41
47
37
164
30
11
11
8
60
14
5
13
7
39
0
0
0
0
0
1
5
2
2
10
108
155
147
148
558
1
2
1
5
9
0
0
0
0
0
3
3
6
6
18
6
5
8
9
28
29
44
44
41
158
0
0
0
0
0
32
18
16
17
83
47
44
57
66
214
7
12
17
15
51
0
0
0
0
0
317
345
369
361
1392
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
47
34
28
40
149
11
6
12
25
54
3
7
3
5
18
0
0
0
0
0
5
3
4
5
17
163
144
119
138
564
0
2
0
2
4
0
0
0
0
0
4
2
4
3
13
7
5
5
5
22
31
33
20
37
121
0
0
0
0
0
14
27
19
27
87
59
61
50
51
221
14
13
14
13
54
0
0
0
0
0
358
337
278
351
1324
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
44
48
41
42
175
5
7
8
6
26
1
4
4
2
11
0
0
0
0
0
1
4
2
2
9
111
83
71
65
330
1
3
1
0
5
0
0
0
0
0
5
4
2
2
13
13
5
3
10
31
31
36
35
31
133
0
0
0
0
0
20
11
17
17
65
53
48
70
70
241
19
20
22
19
80
0
0
0
0
0
304
273
276
266
1119
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
35
32
33
52
152
8
10
12
2
32
3
2
4
2
11
0
0
0
0
0
1
0
3
4
8
61
67
70
66
264
2
1
0
1
4
0
0
0
0
0
1
3
7
2
13
4
4
6
6
20
26
24
27
25
102
0
0
0
0
0
24
18
21
22
85
69
81
75
73
298
25
16
22
16
79
0
0
0
0
0
259
258
280
271
1068
Grand Total
Apprch %
Total %
Cars
% Cars
640
71.8
13.1
625
97.7
15
2.3
172
19.3
3.5
167
97.1
5
2.9
79
8.9
1.6
70
88.6
9
11.4
0
0
0
0
0
0
0
44
2.5
0.9
42
95.5
2
4.5
1716
96.3
35
1635
95.3
81
4.7
22
1.2
0.4
20
90.9
2
9.1
0
0
0
0
0
0
0
57
8.5
1.2
57
100
0
0
101
15
2.1
98
97
3
3
514
76.5
10.5
504
98.1
10
1.9
0
0
0
0
0
0
0
320
20.5
6.5
311
97.2
9
2.8
974
62.5
19.9
908
93.2
66
6.8
264
16.9
5.4
255
96.6
9
3.4
0
0
0
0
0
0
0
4903
Heavy Vehicles
Start Time
Right
Mutton Lane
From North
Thru
Left U-Turn
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
% Heavy Vehicles
U-Turn
Groups Printed- Cars - Heavy Vehicles
Washington Street (Route 53)
Mutton Lane
From East
From South
Right
Thru
Left U-Turn
Right
Thru
Left
: 143698 B
: TBA
: 11/6/2014
:1
Mutton Lane
From South
Right
Thru
3
6
6
4
19
9.1
.792
19
100
0
0
5
8
9
7
29
13.9
.806
28
96.6
1
3.4
Left
U-Turn
App. Total
44
0
44
0
41
0
31
0
160
0
76.9
0
.909 .000
154
0
96.3
0
6
0
3.8
0
52
58
56
42
208
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
4692
95.7
211
4.3
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM
41
11
5
0
57
5
07:30 AM
47
11
13
0
71
2
07:45 AM
37
8
7
0
52
2
08:00 AM
47
11
3
0
61
5
172
41
28
0
241
14
Total Volume
% App. Total 71.4
17 11.6
0
2.2
PHF .915 .932 .538 .000
.849 .700
Cars 171
40
24
0
235
14
0
97.5 100
% Cars 99.4 97.6 85.7
1
1
4
0
6
0
Heavy Vehicles
0.6
2.4 14.3
0
2.5
0
% Heavy Vehicles
155
2
147
1
148
5
163
0
613
8
96.5
1.3
.940 .400
571
7
93.1 87.5
42
1
6.9 12.5
0
0
0
0
0
0
.000
0
0
0
0
162
150
155
168
635
.945
592
93.2
43
6.8
.897
201
96.6
7
3.4
18
16
17
14
65
18.6
.903
65
100
0
0
44
12
57
17
66
15
59
14
226
58
64.8 16.6
.856 .853
212
55
93.8 94.8
14
3
6.2
5.2
0
0
0
0
0
0
.000
0
0
0
0
74
90
98
87
349
345
369
361
358
1433
.890
332
95.1
17
4.9
.971
1360
94.9
73
5.1
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Mutton Lane
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Mutton Lane
From South
Thru
Left
Start Time
Right
38
41
47
36
162
27
11
10
8
56
13
4
11
7
35
0
0
0
0
0
1
5
2
2
10
104
141
138
137
520
1
1
1
5
8
0
0
0
0
0
3
3
6
6
18
6
5
8
8
27
28
41
43
41
153
0
0
0
0
0
31
18
16
17
82
47
40
54
62
203
5
12
16
13
46
0
0
0
0
0
304
322
352
342
1320
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
47
34
28
39
148
11
6
12
25
54
2
7
3
3
15
0
0
0
0
0
5
3
3
5
16
155
142
114
134
545
0
2
0
1
3
0
0
0
0
0
4
2
4
3
13
7
5
5
5
22
29
33
20
37
119
0
0
0
0
0
14
25
17
26
82
56
56
48
46
206
14
13
14
13
54
0
0
0
0
0
344
328
268
337
1277
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
43
46
38
41
168
5
7
8
6
26
0
4
4
2
10
0
0
0
0
0
1
4
1
2
8
110
79
66
63
318
1
3
1
0
5
0
0
0
0
0
5
4
2
2
13
13
5
2
9
29
30
36
34
30
130
0
0
0
0
0
19
11
17
17
64
48
43
60
65
216
17
20
22
18
77
0
0
0
0
0
292
262
255
255
1064
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
33
31
31
52
147
8
9
12
2
31
2
2
4
2
10
0
0
0
0
0
1
0
3
4
8
58
65
68
61
252
2
1
0
1
4
0
0
0
0
0
1
3
7
2
13
4
4
6
6
20
26
24
27
25
102
0
0
0
0
0
24
17
21
21
83
66
78
71
68
283
25
15
22
16
78
0
0
0
0
0
250
249
272
260
1031
Grand Total
Apprch %
Total %
625
72.5
13.3
167
19.4
3.6
70
8.1
1.5
0
0
0
42
2.5
0.9
1635
96.3
34.8
20
1.2
0.4
0
0
0
57
8.6
1.2
98
14.9
2.1
504
76.5
10.7
0
0
0
311
21.1
6.6
908
61.6
19.4
255
17.3
5.4
0
0
0
4692
Start Time
Right
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
Mutton Lane
From North
Thru
Left U-Turn
U-Turn
Groups Printed- Cars
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn
Right
: 143698 B
: TBA
: 11/6/2014
:1
Mutton Lane
From South
Right
Thru
6
6
4
2
18
9.4
.925 .750
8
8
7
5
28
14.6
.875
Left
U-Turn
App. Total
43
0
41
0
29
0
33
0
146
0
76
0
.849 .000
57
55
40
40
192
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM
47
10
11
0
68
2
07:45 AM
36
8
7
0
51
2
08:00 AM
47
11
2
0
60
5
34
6
7
0
47
3
08:15 AM
164
35
27
0
226
12
Total Volume
% App. Total 72.6 15.5 11.9
0
2
PHF .872 .795 .614 .000
.831 .600
138
1
137
5
155
0
142
2
572
8
96.6
1.4
.923 .400
0
0
0
0
0
0
.000
141
144
160
147
592
.842
16
17
14
25
72
20.2
.720
54
16
62
13
56
14
56
13
228
56
64 15.7
.919 .875
0
0
0
0
0
0
.000
86
92
84
94
356
352
342
344
328
1366
.947
.970
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Mutton Lane
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start Time
Right
1
0
0
1
2
3
0
1
0
4
1
1
2
0
4
0
0
0
0
0
0
0
0
0
0
4
14
9
11
38
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
3
1
0
5
0
0
0
0
0
1
0
0
0
1
0
4
3
4
11
2
0
1
2
5
0
0
0
0
0
13
23
17
19
72
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
0
0
1
1
0
0
0
0
0
1
0
0
2
3
0
0
0
0
0
0
0
1
0
1
8
2
5
4
19
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
2
0
0
0
0
0
0
2
2
1
5
3
5
2
5
15
0
0
0
0
0
0
0
0
0
0
14
9
10
14
47
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
1
2
3
1
7
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
1
0
1
1
4
5
2
12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
2
1
0
1
1
3
0
0
0
0
0
1
0
0
0
1
5
5
10
5
25
2
0
0
1
3
0
0
0
0
0
12
11
21
11
55
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
2
1
2
0
5
0
1
0
0
1
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
3
2
2
5
12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
1
2
3
3
4
5
15
0
1
0
0
1
0
0
0
0
0
9
9
8
11
37
Grand Total
Apprch %
Total %
15
51.7
7.1
5
17.2
2.4
9
31
4.3
0
0
0
2
2.4
0.9
81
95.3
38.4
2
2.4
0.9
0
0
0
0
0
0
3
23.1
1.4
10
76.9
4.7
0
0
0
9
10.7
4.3
66
78.6
31.3
9
10.7
4.3
0
0
0
211
Start Time
Right
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
Mutton Lane
From North
Thru
Left U-Turn
U-Turn
Groups Printed- Heavy Vehicles
Washington Street (Route 53)
Mutton Lane
From East
From South
Right
Thru
Left U-Turn
Right
Thru
Left
: 143698 B
: TBA
: 11/6/2014
:1
Mutton Lane
From South
Right
Thru
0
0
0
0
0
0
.717 .000
0
0
1
0
1
14.3
.250
Left
U-Turn
App. Total
3
0
1
0
0
0
2
0
6
0
85.7
0
.500 .000
3
1
1
2
7
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM
0
0
1
0
1
0
14
1
07:30 AM
0
1
2
0
3
0
9
0
07:45 AM
1
0
0
0
1
0
11
0
0
0
1
0
1
0
8
0
08:00 AM
1
1
4
0
6
0
42
1
Total Volume
% App. Total 16.7 16.7 66.7
0
0 97.7
2.3
PHF .250 .250 .500 .000
.500 .000 .750 .250
0
0
0
0
0
0
.000
15
9
11
8
43
.583
0
0
0
0
0
0
.000
4
0
3
1
4
2
3
0
14
3
82.4 17.6
.875 .375
0
0
0
0
0
0
.000
4
4
6
3
17
23
17
19
14
73
.708
.793
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Groups Printed- Peds and Bikes
Washington Street (Route 53)
Mutton Lane
From East
From South
Mutton Lane
From North
: 143698 B
: TBA
: 11/6/2014
:1
Washington Street (Route 53)
From West
Start
Time
Right
Thru
Left
Peds EB
Peds WB
Right
Thru
Left
Peds SB
Peds NB
Right
Thru
Left
Peds WB
Peds EB
Right
Thru
Left
Peds NB
Peds SB
Int. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
3
1
0
0
4
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
1
0
0
3
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0
2
Grand Total
0
0
0
0
0
0
0
0
0
1
33.3
10
2
66.7
20
0
0
0
0
0
0
0
0
0
3
75
30
1
25
10
0
0
0
0
0
0
0
0
0
1
100
10
0
0
0
0
0
0
1
50
10
0
0
0
1
50
10
0
0
0
10
Apprch %
Total %
Mutton Lane
From North
Start Time
Right
Thru
Left
Washington Street (Route 53)
From East
Peds
Peds
EB
WB
App. Total
Right
Thru
Peds
Peds
SB
NB
0
1
0
1
0
0
0
0
0
2
0 100
0
0
0
0
0
0
Left
Mutton Lane
From South
App. Total
Right
Thru
Washington Street (Route 53)
From West
Peds
Peds
WB
EB
0
1
0
0
0
0
0
0
0
1
0 100
0
0
0
0
0
0
Left
Right
Thru
Peds
Peds
NB
SB
0
1
0
0
0
0
0
0
0
1
0 100
Left
App. Total
Int. Total
0
0
0
0
0
0
1
0
0
0
1
3
1
0
0
4
.250 .000 .000 .000 .250 .000
.250
.333
App. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
0
0
0
0
0
0
0
0
07:15 AM
0
0
0
0
0
0
0
0
07:30 AM
0
0
0
0
0
0
0
0
07:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total Volume
0
0
0
0
0
0
0
% App. Total
PHF .000 .000 .000 .000 .000 .000 .000 .000
.000
.500
.000
1
1
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
.500 .000 .000 .000 .250 .000
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Start Time
Right
Mutton Lane
From North
Thru
Left U-Turn
App. Total
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
Mutton Lane
From South
Right
Thru
3
6
6
4
19
9.1
.792
19
100
0
0
5
8
9
7
29
13.9
.806
28
96.6
1
3.4
Left
U-Turn
App. Total
44
0
44
0
41
0
31
0
160
0
76.9
0
.909 .000
154
0
96.3
0
6
0
3.8
0
52
58
56
42
208
: 143698 B
: TBA
: 11/6/2014
:1
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
41
11
5
0
57
5
07:15 AM
07:30 AM
47
11
13
0
71
2
07:45 AM
37
8
7
0
52
2
08:00 AM
47
11
3
0
61
5
172
41
28
0
241
14
Total Volume
% App. Total 71.4
17 11.6
0
2.2
PHF .915 .932 .538 .000
.849 .700
Cars 171
40
24
0
235
14
% Cars 99.4 97.6 85.7
0
97.5 100
1
1
4
0
6
0
Heavy Vehicles
0.6
2.4 14.3
0
2.5
0
% Heavy Vehicles
155
2
147
1
148
5
163
0
613
8
96.5
1.3
.940 .400
571
7
93.1 87.5
42
1
6.9 12.5
0
0
0
0
0
0
.000
0
0
0
0
Out
97
4
101
162
150
155
168
635
.945
592
93.2
43
6.8
.897
201
96.6
7
3.4
18
16
17
14
65
18.6
.903
65
100
0
0
44
12
57
17
66
15
59
14
226
58
64.8 16.6
.856 .853
212
55
93.8 94.8
14
3
6.2
5.2
Mutton Lane
In
Total
235
332
6
10
342
241
171
40
1
1
172
41
Right Thru
24
0
4
0
28
0
Left U-Turn
65
212
0
0
14
0
65
226
0
U-Turn Right Thru
55
3
58
Left
Left Thru Right U-Turn
154
28
19
0
6
1
0
0
160
29
19
0
112
2
114
Out
201
313
7
9
208
322
In
Total
Mutton Lane
7
0
1
0
8
0
Left U-Turn
Cars
Heavy Vehicles
Washington Street (Route 53)
Out
In
Total
255
592
847
18
43
61
273
635
908
North
Peak Hour Begins at 07:15 AM
14
571
0
42
14
613
Right Thru
Washington Street (Route 53)
Out
In
Total
896
332
1228
49
17
66
945
349
1294
Peak Hour Data
0
0
0
0
0
0
.000
0
0
0
0
74
90
98
87
349
345
369
361
358
1433
.890
332
95.1
17
4.9
.971
1360
94.9
73
5.1
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Mutton Lane
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start Time
Right
31
33
31
44
139
16
16
18
25
75
4
3
8
7
22
0
0
0
0
0
2
0
5
6
13
86
67
83
88
324
4
1
1
3
9
0
0
0
0
0
7
6
3
4
20
2
6
3
5
16
27
33
37
35
132
0
0
0
0
0
40
32
32
26
130
102
102
130
108
442
21
27
46
25
119
0
0
0
0
0
342
326
397
376
1441
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
33
36
25
37
131
17
8
16
9
50
5
4
7
7
23
0
0
0
0
0
3
2
1
5
11
77
81
65
87
310
1
0
1
1
3
0
0
0
0
0
6
7
5
5
23
6
3
6
3
18
35
28
42
19
124
0
0
0
0
0
33
40
39
30
142
105
116
98
119
438
23
47
36
37
143
0
0
0
0
0
344
372
341
359
1416
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
37
26
54
29
146
15
23
13
12
63
4
14
8
4
30
0
0
0
0
0
4
3
1
3
11
79
95
76
63
313
2
5
1
1
9
0
0
0
0
0
1
2
5
8
16
4
7
1
7
19
35
35
38
31
139
0
0
0
0
0
38
43
38
34
153
93
100
121
101
415
28
41
36
35
140
0
0
0
0
0
340
394
392
328
1454
06:00 PM
06:15 PM
06:30 PM
06:45 PM
Total
24
31
28
26
109
7
4
6
2
19
2
4
3
3
12
0
0
0
0
0
1
4
4
1
10
61
62
54
35
212
8
0
1
2
11
0
0
0
0
0
3
3
4
5
15
5
6
4
6
21
27
22
13
18
80
0
0
0
0
0
37
31
3
0
71
108
83
73
76
340
38
33
41
27
139
0
0
0
0
0
321
283
234
201
1039
Grand Total
Apprch %
Total %
Cars
% Cars
525
64.1
9.8
518
98.7
7
1.3
207
25.3
3.9
204
98.6
3
1.4
87
10.6
1.6
79
90.8
8
9.2
0
0
0
0
0
0
0
45
3.6
0.8
44
97.8
1
2.2
1159
93.8
21.7
1136
98
23
2
32
2.6
0.6
31
96.9
1
3.1
0
0
0
0
0
0
0
74
11.9
1.4
74
100
0
0
74
11.9
1.4
74
100
0
0
475
76.2
8.9
470
98.9
5
1.1
0
0
0
0
0
0
0
496
18.6
9.3
496
100
0
0
1635
61.2
30.6
1610
98.5
25
1.5
541
20.2
10.1
538
99.4
3
0.6
0
0
0
0
0
0
0
5350
Heavy Vehicles
Start Time
Right
Mutton Lane
From North
Thru
Left U-Turn
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
% Heavy Vehicles
U-Turn
Groups Printed- Cars - Heavy Vehicles
Washington Street (Route 53)
Mutton Lane
From East
From South
Right
Thru
Left U-Turn
Right
Thru
Left
: 143698 BB
: TBA
: 11/6/2014
:1
Mutton Lane
From South
Right
Thru
3
4
6
7
20
11.6
.714
20
100
0
0
3
5
6
3
17
9.9
.708
17
100
0
0
Left
U-Turn
App. Total
37
0
35
0
35
0
28
0
135
0
78.5
0
.912 .000
132
0
97.8
0
3
0
2.2
0
43
44
47
38
172
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
5274
98.6
76
1.4
Int. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM
31
18
8
0
57
5
83
1
03:45 PM
44
25
7
0
76
6
88
3
04:00 PM
33
17
5
0
55
3
77
1
04:15 PM
36
8
4
0
48
2
81
0
144
68
24
0
236
16 329
5
Total Volume
% App. Total
61 28.8 10.2
0
4.6
94
1.4
PHF .818 .680 .750 .000
.776 .667 .935 .417
Cars 139
66
22
0
227
15 323
5
0
96.2 93.8 98.2 100
% Cars 96.5 97.1 91.7
5
2
2
0
9
1
6
0
Heavy Vehicles
3.5
2.9
8.3
0
3.8
6.3
1.8
0
% Heavy Vehicles
0
0
0
0
0
0
.000
0
0
0
0
89
97
81
83
350
.902
343
98.0
7
2.0
.915
169
98.3
3
1.7
32
26
33
40
131
17.9
.819
131
100
0
0
130
46
108
25
105
23
116
47
459 141
62.8 19.3
.883 .750
445 141
96.9 100
14
0
3.1
0
0
0
0
0
0
0
.000
0
0
0
0
208
159
161
203
731
397
376
344
372
1489
.879
717
98.1
14
1.9
.938
1456
97.8
33
2.2
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Mutton Lane
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Mutton Lane
From South
Thru
Left
Start Time
Right
31
33
29
41
134
15
16
18
25
74
3
2
7
7
19
0
0
0
0
0
2
0
4
6
12
79
60
80
87
306
4
0
1
3
8
0
0
0
0
0
7
6
3
4
20
2
6
3
5
16
26
32
37
34
129
0
0
0
0
0
40
32
32
26
130
102
99
121
107
429
19
26
46
25
116
0
0
0
0
0
330
312
381
370
1393
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
33
36
25
37
131
15
8
16
9
48
5
3
7
7
22
0
0
0
0
0
3
2
1
5
11
76
80
65
87
308
1
0
1
1
3
0
0
0
0
0
6
7
5
5
23
6
3
6
3
18
34
27
42
19
122
0
0
0
0
0
33
40
39
30
142
102
115
97
119
433
23
47
36
37
143
0
0
0
0
0
337
368
340
359
1404
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
37
26
53
28
144
15
23
13
12
63
3
14
7
4
28
0
0
0
0
0
4
3
1
3
11
78
95
75
63
311
2
5
1
1
9
0
0
0
0
0
1
2
5
8
16
4
7
1
7
19
35
35
38
31
139
0
0
0
0
0
38
43
38
34
153
93
98
120
101
412
28
41
36
35
140
0
0
0
0
0
338
392
388
327
1445
06:00 PM
06:15 PM
06:30 PM
06:45 PM
Total
24
31
28
26
109
7
4
6
2
19
2
3
3
2
10
0
0
0
0
0
1
4
4
1
10
61
61
54
35
211
8
0
1
2
11
0
0
0
0
0
3
3
4
5
15
5
6
4
6
21
27
22
13
18
80
0
0
0
0
0
37
31
3
0
71
107
83
70
76
336
38
33
41
27
139
0
0
0
0
0
320
281
231
200
1032
Grand Total
Apprch %
Total %
518
64.7
9.8
204
25.5
3.9
79
9.9
1.5
0
0
0
44
3.6
0.8
1136
93.8
21.5
31
2.6
0.6
0
0
0
74
12
1.4
74
12
1.4
470
76.1
8.9
0
0
0
496
18.8
9.4
1610
60.9
30.5
538
20.3
10.2
0
0
0
5274
Start Time
Right
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
Mutton Lane
From North
Thru
Left U-Turn
U-Turn
Groups Printed- Cars
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn
Right
: 143698 BB
: TBA
: 11/6/2014
:1
Mutton Lane
From South
Right
Thru
3
4
6
7
20
11.8
.893 .714
3
5
6
3
17
10.1
.708
Left
U-Turn
App. Total
37
0
34
0
34
0
27
0
132
0
78.1
0
.892 .000
43
43
46
37
169
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Int. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM
29
18
7
0
54
4
80
1
03:45 PM
41
25
7
0
73
6
87
3
04:00 PM
33
15
5
0
53
3
76
1
36
8
3
0
47
2
80
0
04:15 PM
139
66
22
0
227
15 323
5
Total Volume
% App. Total 61.2 29.1
9.7
0
4.4 94.2
1.5
PHF .848 .660 .786 .000
.777 .625 .928 .417
0
0
0
0
0
0
.000
85
96
80
82
343
.918
32
26
33
40
131
18.3
.819
121
46
107
25
102
23
115
47
445 141
62.1 19.7
.919 .750
0
0
0
0
0
0
.000
199
158
158
202
717
381
370
337
368
1456
.887
.955
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Mutton Lane
From North
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Start Time
Right
0
0
2
3
5
1
0
0
0
1
1
1
1
0
3
0
0
0
0
0
0
0
1
0
1
7
7
3
1
18
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
1
3
0
0
0
0
0
0
0
0
0
0
0
3
9
1
13
2
1
0
0
3
0
0
0
0
0
12
14
16
6
48
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
0
0
0
0
0
2
0
0
0
2
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
1
1
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
2
0
0
0
0
0
0
0
0
0
0
3
1
1
0
5
0
0
0
0
0
0
0
0
0
0
7
4
1
0
12
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0
0
1
1
2
0
0
0
0
0
1
0
1
0
2
0
0
0
0
0
0
0
0
0
0
1
0
1
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
1
0
3
0
0
0
0
0
0
0
0
0
0
2
2
4
1
9
06:00 PM
06:15 PM
06:30 PM
06:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
1
0
1
2
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
3
0
4
0
0
0
0
0
0
0
0
0
0
1
2
3
1
7
Grand Total
Apprch %
Total %
7
38.9
9.2
3
16.7
3.9
8
44.4
10.5
0
0
0
1
4
1.3
23
92
30.3
1
4
1.3
0
0
0
0
0
0
0
0
0
5
100
6.6
0
0
0
0
0
0
25
89.3
32.9
3
10.7
3.9
0
0
0
76
Start Time
Right
App. Total
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
U-Turn
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
Mutton Lane
From North
Thru
Left U-Turn
U-Turn
Groups Printed- Heavy Vehicles
Washington Street (Route 53)
Mutton Lane
From East
From South
Right
Thru
Left U-Turn
Right
Thru
Left
: 143698 BB
: TBA
: 11/6/2014
:1
Mutton Lane
From South
Right
Thru
0
0
0
0
0
0
.625 .000
0
0
0
0
0
0
.000
Left
U-Turn
App. Total
1
0
1
0
0
0
1
0
3
0
100
0
.750 .000
1
1
0
1
3
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Int. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM
0
1
1
0
2
0
7
0
03:15 PM
0
0
1
0
1
0
7
1
03:30 PM
2
0
1
0
3
1
3
0
3
0
0
0
3
0
1
0
03:45 PM
5
1
3
0
9
1
18
1
Total Volume
% App. Total 55.6 11.1 33.3
0
5
90
5
PHF .417 .250 .750 .000
.750 .250 .643 .250
0
0
0
0
0
0
.000
7
8
4
1
20
.750
0
0
0
0
0
0
.000
0
2
3
1
9
0
1
0
13
3
81.2 18.8
.361 .375
0
0
0
0
0
0
.000
2
4
9
1
16
12
14
16
6
48
.444
.750
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Groups Printed- Peds and Bikes
Washington Street (Route 53)
Mutton Lane
From East
From South
Mutton Lane
From North
: 143698 BB
: TBA
: 11/6/2014
:1
Washington Street (Route 53)
From West
Start
Time
Right
Thru
Left
Peds EB
Peds WB
Right
Thru
Left
Peds SB
Peds NB
Right
Thru
Left
Peds WB
Peds EB
Right
Thru
Left
Peds NB
Peds SB
Int. Total
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
1
0
0
3
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
2
0
0
0
2
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
06:00 PM
06:15 PM
06:30 PM
06:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
0
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
3
Grand Total
0
0
0
0
0
0
0
0
0
1
33.3
12.5
2
66.7
25
0
0
0
0
0
0
0
0
0
1
33.3
12.5
2
66.7
25
0
0
0
0
0
0
0
0
0
1
100
12.5
0
0
0
0
0
0
0
0
0
0
0
0
1
100
12.5
0
0
0
8
Apprch %
Total %
Mutton Lane
From North
Start Time
Right
Thru
Left
Washington Street (Route 53)
From East
Peds
Peds
EB
WB
App. Total
Right
Thru
Peds
Peds
SB
NB
0
0
0
0
0
0
1
0
0
0
1
50
0
1
0
0
1
50
.000
.250
.250
Left
Mutton Lane
From South
App. Total
Right
Thru
Washington Street (Route 53)
From West
Peds
Peds
WB
EB
0
1
0
0
0
0
0
0
0
1
0 100
0
0
0
0
0
0
Left
Right
Thru
Left
Peds
Peds
NB
SB
0
0
0
0
0
0
App. Total
Int. Total
0
0
0
0
0
0
0
0
0
0
0
2
1
0
0
3
.250 .000 .000 .000 .000 .000
.000
.375
App. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM
0
0
0
0
0
0
0
0
03:15 PM
0
0
0
0
0
0
0
0
03:30 PM
0
0
0
0
0
0
0
0
03:45 PM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total Volume
0
0
0
0
0
0
0
% App. Total
PHF .000 .000 .000 .000 .000 .000 .000 .000
1
1
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
.500 .000 .000 .000 .250 .000
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N/S: Mutton Lane
E/W: Washington Street (Route 53)
City, State: Weymouth, MA
Client: Nitsch/ F. Husseini
Start Time
Right
Mutton Lane
From North
Thru
Left U-Turn
App. Total
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: datarequests@pdillc.com
Washington Street (Route 53)
From East
Right
Thru
Left U-Turn App. Total
Mutton Lane
From South
Right
Thru
3
4
6
7
20
11.6
.714
20
100
0
0
3
5
6
3
17
9.9
.708
17
100
0
0
Left
U-Turn
App. Total
37
0
35
0
35
0
28
0
135
0
78.5
0
.912 .000
132
0
97.8
0
3
0
2.2
0
43
44
47
38
172
: 143698 BB
: TBA
: 11/6/2014
:1
Washington Street (Route 53)
From West
Right
Thru
Left U-Turn App. Total
Int. Total
Peak Hour Analysis From 03:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:30 PM
31
18
8
0
57
5
83
1
03:30 PM
03:45 PM
44
25
7
0
76
6
88
3
04:00 PM
33
17
5
0
55
3
77
1
04:15 PM
36
8
4
0
48
2
81
0
144
68
24
0
236
16 329
5
Total Volume
% App. Total
61 28.8 10.2
0
4.6
94
1.4
PHF .818 .680 .750 .000
.776 .667 .935 .417
Cars 139
66
22
0
227
15 323
5
% Cars 96.5 97.1 91.7
0
96.2 93.8 98.2 100
5
2
2
0
9
1
6
0
Heavy Vehicles
3.5
2.9
8.3
0
3.8
6.3
1.8
0
% Heavy Vehicles
0
0
0
0
0
0
.000
0
0
0
0
Out
173
1
174
89
97
81
83
350
.902
343
98.0
7
2.0
.915
169
98.3
3
1.7
32
26
33
40
131
17.9
.819
131
100
0
0
130
46
108
25
105
23
116
47
459 141
62.8 19.3
.883 .750
445 141
96.9 100
14
0
3.1
0
Mutton Lane
In
Total
227
400
9
10
410
236
139
66
5
2
144
68
Right Thru
22
0
2
0
24
0
Left U-Turn
131
445
0
0
14
0
131
459
0
U-Turn Right Thru
141
0
141
Left
Left Thru Right U-Turn
132
17
20
0
3
0
0
0
135
17
20
0
202
2
204
Out
169
371
3
5
172
376
In
Total
Mutton Lane
5
0
0
0
5
0
Left U-Turn
Cars
Heavy Vehicles
Washington Street (Route 53)
Out
In
Total
487
343
830
16
7
23
503
350
853
North
Peak Hour Begins at 03:30 PM
15
323
1
6
16
329
Right Thru
Washington Street (Route 53)
Out
In
Total
594
717
1311
14
14
28
608
731
1339
Peak Hour Data
0
0
0
0
0
0
.000
0
0
0
0
208
159
161
203
731
397
376
344
372
1489
.879
717
98.1
14
1.9
.938
1456
97.8
33
2.2
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Appendix E: Additional Information – April
2012 CTPS Study
MEMORANDUM
DATE
April 19, 2012
TO
Boston Region Metropolitan Planning Organization
FROM
Mark Abbott
RE
Arterial Traffic Signal Improvements and Coordination Study:
Weymouth
BACKGROUND
This study was recommended by the Boston Region MPO’s Congestion
Management Process and was funded by the MPO in the federal fiscal year (FFY)
2010 Unified Planning Work Program.
Traffic signal coordination or synchronization promotes efficient traffic flow
along an arterial roadway. Typically, arterial flow quality and efficiency is
dictated by the level of service at traffic signals and the degree of coordination
between them. Generally traffic flow can be improved by coordination when the
signals are located within one-quarter of a mile of each other. Where traffic
signals are coordinated, traffic moves in platoons along the road and, at certain
speeds, can proceed through intersections without braking or stopping. In
coordination, side street traffic and pedestrians must be considered, so that their
needs for service through the coordinated intersections are met. A side benefit of
coordination is enhanced safety through more efficient management and operation
of the arterial signal systems.
The study’s overall purpose was to evaluate three or four groups of arterial
signalized intersections, consisting of two to three intersections each, throughout
the region and to develop recommendations for improvements. The improvements
were focused primarily on traffic signal coordination aimed at improving traffic
flow and safety along the arterials. As part of the traffic signal coordination
strategy, staff also considered geometric improvements and traffic signal design
changes at the selected locations.
The process for selecting the groups of intersections for this study began with
identifying traffic signals at intersections that are a quarter mile or less apart and
that were included in the “Conceptual” or the “Pre-TIP” project category in the
FFYs 2009–11 Transportation Improvement Program (TIP). Each location’s crash
history was also examined. In addition, staff asked MassDOT’s Highway Division
District 4 to suggest locations that they thought would be appropriate. A table
showing the resultant universe of potential signal coordination locations is
provided as Appendix A; correspondence with the District 4 traffic engineer is
Boston Region MPO
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April 19, 2012
provided as Appendix B. The locations were then examined to verify from a technical standpoint
that signal coordination could potentially be implemented at them.
The final four groups of intersections selected by staff and District 4 through this process were
then discussed with the MassDOT District 4 traffic engineer and the towns where the
intersections are located. The final four signal groupings selected for this study were:
•
Braintree
Washington Street at Common Street/President Road; at Route 3 southbound off-ramp;
and at Independence Avenue/Church Street
•
Lexington/Bedford
Route 4/225 at Hartwell Avenue; at Shawsheen Road; and at Great Road Shopping
Center
•
Randolph
Route 28 (as North Main Street) at Warren Street; at Memorial Parkway; and (as South
Main Street) at North and Union streets
•
Weymouth
Route 53 at Mutton Lane and at Pleasant Street
This memorandum provides information, analysis, and recommendations for the intersections
located in Weymouth. Separate memoranda are provided for each of the signal groupings.
OVERVIEW OF THE STUDY AREA
The two Route 53 intersections chosen in Weymouth, Mutton Lane and Pleasant Street, are
shown in Figure 1. They are currently signalized and are 0.16 miles (820 feet) apart. The
functional classification of Route 53 and Pleasant Street is urban minor arterial. Mutton Lane is
classified as a local road. Staff selected these locations following discussions with MassDOT’s
Highway Division, District 4, traffic engineers and George Bezkorovainy, Weymouth’s Town
Traffic Engineer; relevant correspondence is provided in Appendix B.
OBJECTIVES OF THE STUDY
The objectives for the locations in Weymouth were to assess whether signal coordination would,
in fact, improve traffic operations and to identify other possible improvements that would reduce
delays and enhance safety. Since Route 53 is a commuter route to Boston, peak traffic flows can
cause delays for both commuters and local residents. This study investigated whether improving
peak direction traffic flow with coordination would improve overall traffic operations and
perceptions of travel time along Route 53.
Boston Region MPO
4
blank back of Figure 1
April 19, 2012
Boston Region MPO
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April 19, 2012
EXISTING CONDITIONS
Note: Traffic volume data and crash analyses are provided in separate sections that follow.
Route 53 (Washington Street) at Mutton Lane
Layout
This is currently a four-way signalized intersection. The northbound and southbound Route 53
approaches have two general-purpose lanes. All movements are permitted on these approaches.
On the southbound approach, the two lanes begin to be delineated approximately 75 feet from
the stop line. The northbound approach has two lanes starting from the Pleasant Street
intersection.
The eastbound Mutton Lane approach is a single lane with a shoulder. The shoulder width varies
from ±7 feet at the intersection to ±1 foot farther away from the intersection. There is one
departure lane on this leg of the intersection. The westbound Mutton Lane approach also
contains one approach and one departure lane.
Crosswalks are provided across all four approaches. Sidewalks are present along both sides of
Mutton Lane both east and west of the intersection. Along Route 53, sidewalks are present
between the Mutton Lane and the Pleasant Street intersections on both sides of the street.
Land Use
Located on all four corners of the intersection are commercial businesses. On the northeast
corner is Eastern Bank, on the southeast Basta Bar and Grill restaurant, on the northwest A&A
Auto Radiator, and on the southwest Factory Collision and Restoration. A church is adjacent to
the bank on Route 53 north of the intersection.
The land use along Route 53 between this intersection and the Pleasant Street intersection is
mainly commercial, but a few residential buildings are mixed in. An Elks lodge is located on the
western side of Route 53 approximately midway between the intersections with access to Route
53 and Pleasant Street.
Signal System
The intersection has a fully actuated signal system, with loop detectors provided on all
approaches. It is designed as a three-phase signal operation with, additionally, an exclusive
pedestrian phase provided upon pedestrian actuation. The southbound Route 53 approach traffic
is controlled by a protected/permitted phase to accommodate left-turning vehicles followed by a
phase for both northbound and southbound Route 53 movements proceeding concurrently. The
Mutton Lane phase is a permitted phase for all movements in both directions. The cycle length of
the intersection is 85 seconds, with 23-seconds added upon pedestrian phase actuation.
The signal heads are located on a span wire that runs from the northeastern corner of the
intersection to the southwestern corner. The signal heads are standard three-section, 12-inch
Boston Region MPO
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April 19, 2012
heads, except for the southbound Route 53 approach, which has one five-section head. Pedestrian
signals and push buttons are mounted on the span wire posts on all corners.
Observations of Operation
Peak-hour observations of the intersection indicate that generally it is operating acceptably.
There is northbound queuing in the AM peak and southbound queuing in the PM peak, which is
to be expected due to the nature of Route 53 in this area. Left-turning vehicles on Route 53
sometimes have difficulty making the turn due to the opposing through traffic. This is likely the
cause of the number of rear-end and angle accidents identified in the crash analysis section.
Route 53 (Washington Street) at Pleasant Street
Layout
The Route 53 northbound and southbound approaches to the intersection consist of two generalpurpose lanes each; on the northbound approach, the second lane does not begin until
approximately 100 feet from the stop line.
The eastbound Pleasant Street approach has two lanes, with the delineation of the additional lane
beginning approximately 60 feet from the stop line. Both lanes are general-purpose lanes. The
westbound Pleasant Street approach has two lanes beginning approximately 100 feet from the
stop line. Even though the approaches on Pleasant Street have two lanes, the departure lanes are
essentially one lane (20 feet wide).
Crosswalks are provided on all four legs of the intersection. Sidewalks are present along both
sides Route 53 and Pleasant Street.
Land Use
Two small shopping plazas are on the northeast and southwest corners of the intersection. A
large storage facility, Extra Space Storage, is located on the southeast corner, and a residential
property is located on the northwest corner.
Signal System
This is a four-way signalized intersection with the signal heads located on mast arms, which
extend over Route 53 from the northwest and southeast corners of the intersection and control
the Route 53 northbound and southbound approaches, respectively. An additional mast arm on
the northeast corner provides signal indications for the eastbound Pleasant Street approach. A
post-mounted signal head provides one of the signal indications for the westbound Pleasant
Street approach. Pedestrian signal heads and push buttons are provided for all four crosswalks.
The intersection operates under a fully actuated signal system, with loop detectors provided on
all approaches. It has two-phase signal operations, with concurrent pedestrian phases. The cycle
Boston Region MPO
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April 19, 2012
length of the intersection is 70 seconds, with both phases having maximum green times of 30
seconds.
Observations of Operation
Peak-hour field observations of this intersection indicated that traffic operations are generally
acceptable. Queuing occurs in the peak directions along Route 53 during the peak hours;
however, the queues are not excessive and do not spill back into another intersection. During
both peak hours, queuing at the Pleasant Street approach is greater than at Mutton Lane due to
the larger Pleasant Street volumes. The Route 53 left-turn movements have some difficulty, and
this is the likely cause of the high number of rear-end and angle crashes (see crash analysis
below).
TRAFFIC VOLUMES
Traffic volumes for the intersections were collected via manual turning movement counts
conducted on June 23, 2009, by MPO staff. Figure 2 shows the traffic volumes for the Mutton
Lane intersection, Figure 3 those for the Pleasant Street intersection. Additional count data are in
Appendix C.
CRASH ANALYSIS
Staff gathered the most recent three years of crash data for the two intersections that were
available from Registry of Motor Vehicle records. Tables 1 and 2 provide the data for the Mutton
Lane and Pleasant Street intersections, respectively.
The Mutton Lane intersection had 28 crashes over the three-year period, averaging just over 9
crashes a year. The majority of the crashes resulted in property damage only, and most were the
angle or rear-end type. The rear-end crashes are typical at signalized intersections, and the angle
crashes are probably a result of the unprotected turning movements at the intersection. These
types of accidents are particularly associated with congested intersections. No pedestrian or
bicyclist was involved in any of the crashes. The crash rate for the Mutton Lane intersection,
calculated using MassDOT’s Intersection Crash Rate Worksheet (see Appendix D for crash
worksheets), was 1.38, which is above the MassDOT Highway District 4 average of 0.78 for
signalized intersections.
Boston Region MPO
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April 19, 2012
TABLE 1
Route 53 and Mutton Lane:
Summary of RMV Crash Data (2005–2007)
Total Number of Crashes
Crash
Severity
Collision Type
Roadway
Conditions
Weather
Conditions
Property Damage Only
Personal Injury
Fatality
Not Reported
Angle
Rear-end
Sideswipe
Head-on
Single Vehicle
Not Reported
Wet or icy pavement
Dark/lighted
Clear
Cloudy
Rain
Snow
2005
10
2006
9
2007
9
8
2
0
0
6
0
2
1
0
1
3
4
6
1
2
0
2
0
0
7
1
0
1
0
7
1
0
1
0
2
0
6
1
2
0
1
0
0
8
0
0
1
3
3
2
0
1
0
1
0
8
0
0
1
1
0
0
Crashes during weekday peak periods1
Crashes involving pedestrian(s)
Crashes involving bicyclist(s)
1. Peak periods are from 7:00 to 9:00 AM and 4:00 to 6:00 PM.
2005-2007
Total
Average
28
9
23
3
0
2
9
10
5
1
2
1
6
4
20
2
4
1
4
0
0
8
1
0
1
3
3
2
0
1
0
2
1
7
1
1
0
1
0
0
The Pleasant Street intersection has a three-year total of 96 crashes, with a majority resulting in
property damage only. Information provided by Weymouth states that recently crash numbers
had declined after MassDOT Highway Division installed back plates for the signal heads. The
installation of the back plates reduced glare and could have helped drivers see the signal
indications more clearly. Angle collisions are the predominant type of crash: 66 occurred at this
intersection. Again, this probably can be attributed to the unprotected turning movements. The
crash rate for this intersection is 3.08, well over the 0.78 District 4 average for signalized
intersections.
Boston Region MPO
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April 19, 2012
TABLE 2
Route 53 and Pleasant Street:
Summary of RMV Crash Data (2005–2007)
Total Number of Crashes
Crash
Severity
Collision Type
Roadway
Conditions
Weather
Conditions
2005
28
2006
37
2007
31
22
5
0
1
14
5
4
3
1
1
11
3
18
2
8
0
11
0
0
24
11
0
2
31
2
4
0
0
0
8
4
26
4
6
1
6
0
0
22
7
0
2
21
3
3
1
2
1
8
5
24
2
3
1
10
0
0
Property Damage Only
Personal Injury
Fatality
Not Reported
Angle
Rear-end
Sideswipe
Head-on
Single Vehicle
Not Reported
Wet or icy pavement
Dark/lighted
Clear
Cloudy
Rain
Snow
Crashes during weekday peak periods1
Crashes involving pedestrian(s)
Crashes involving bicyclist(s)
1. Peak periods are from 7:00 to 9:00 AM and 4:00 to 6:00 PM.
2005-2007
Total
Average
96
32
68
23
0
5
66
10
11
4
3
2
27
12
68
8
17
2
27
0
0
23
8
0
2
22
3
4
1
1
1
9
4
23
3
6
1
9
0
0
DEVELOPMENT OF ALTERNATIVES
Staff examined various traffic signal designs and lane use alternatives in conjunction with
examining coordination between the two signalized intersections. The software SYNCHRO 7 1
was the analysis tool staff used to examine coordination and other strategies. Data from the
Synchro capacity analysis are in Appendix E.
Two of the alternatives involve change of lane assignment in the roadway geometry, deemed
necessary in order to improve traffic operations and safety. In addition, the results of the safety
analysis indicated that improvements were necessary to manage better the left-turning vehicles at
both intersections and reduce angle crashes. Also, from the operations analysis it was apparent
that the design of various alternatives should be particularly sensitive to potential impacts on side
street operations. All of the alternatives that include signal coordination also include
optimization of signal phasing and timing for improved operational efficiency.
1
Synchro by Trafficware, Version 7.
Boston Region MPO
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April 19, 2012
Staff analyzed existing conditions and six alternatives:
•
Existing Geometry and Signal Design — In this base-case scenario, signal timings and
lane configurations at both intersections are as they exist currently in the field (see
existing-condition description above.) Staff used the analysis results from this scenario
for comparing the alternatives.
•
Alternative 1: Existing Geometry with Optimized Timings — In this option, staff
simply optimized individually the signal timings at both intersections to improve overall
operations at each intersection without altering existing geometry.
•
Alternative 2: Protected/Permitted Phases — To address the problem of angle crashes,
detected earlier in the safety analysis, staff modified the signal design and lane use at the
intersections to incorporate the following:
- Protected/permitted phase at Mutton Lane eastbound approach to accommodate the
left turns
- Protected/permitted phases at both approaches of Pleasant Street
- Protected/permitted phase at the Route 53/Pleasant Street intersection to
accommodate the left turns at the northbound Route 53 approach in the AM peak
hour and the left turns at the southbound approach in the PM peak hour
•
Alternative 3: Exclusive Left-Turn Lane at Westbound Pleasant Street — The
following design elements were included in this option:
- Alter the lane use of the westbound Pleasant Street approach from two generalpurpose lanes to an exclusive left-turn lane and one general-purpose lane
- Modify the signal design to allow for a protected/permitted phase for Pleasant Street
westbound in both peak hours
- Modify the signal design so that the Route 53 northbound approach at Pleasant Street
has a protected/permitted phase in the AM peak hour
- Modify the signal design to allow for a protected/permitted phase in the PM peak
hour for the Route 53 southbound approach at Pleasant Street
- Modify the signal design to allow for a protected/permitted phase at the Mutton Lane
eastbound approach in both peak hours, to accommodate the left turns
•
Alternative 4: Existing Geometry with Coordinated Signals — In this alternative,
staff maintained the existing geometry and lane configuration at both intersections and
provided a coordinated signal plan for the two intersections. Coordination was optimized
in the Route 53 northbound direction during the AM peak hour and in the southbound
direction during the PM peak hour.
•
Alternative 5: Protective/Permitted Phases with Coordinated Signals — This
alternative includes all the elements of Alternative 2, excluding the permitted/protected
phase in the southbound direction of Route 53 at Pleasant Street in the PM peak hour.
Coordination was optimized in the Route 53 northbound direction during the AM peak
hour and in the southbound direction during the PM peak hour.
Boston Region MPO
•
13
April 19, 2012
Alternative 6: Pleasant Street Exclusive Left-Turn Lane with Coordinated Signals
— This alternative is the same as Alternative 5 except that the northbound Route 53
approach at Pleasant Street has a protected/permitted advance signal phase. Coordination
was optimized in the Route 53 northbound direction during the AM peak hour and in the
southbound direction during the PM peak hour.
TRAFFIC OPERATIONS ANALYSIS
The traffic operations analysis for the intersections was conducted using Synchro 7. 2 Tables 3
and 4 show the results of the analyses for the AM and PM peak hours, respectively. Included in
the analysis are estimates of energy measures of effectiveness, which provide information on
energy savings and vehicle emissions. These are shown in Tables 5 and 6. Complete data from
the Synchro capacity analysis are in Appendix E.
Existing Geometry and Signal Design
The existing-conditions analyses for the intersections indicate that each operates at an acceptable
level of service (LOS) in both peak hours: LOS B (AM) and C (PM) at Pleasant Street and LOS
C (AM) and C (PM) at Mutton Lane. The only discernable problem that may be occurring is at
the Route 53 southbound approach of the Mutton Lane intersection, where the analysis indicates
a queue in the PM peak hour of 458 feet or approximately 18 vehicles (25 feet per vehicle is used
to equate queue length to feet). The worst LOS on any of the approaches is LOS D on Mutton
Lane eastbound during both peak hours. Queue analysis indicates that the queues consist of 7–9
vehicles in the AM and 10 vehicles in the PM.
Alternative 1: Existing Geometry with Optimized Timings
The optimized timings at both intersections resulted in marginal improvements over existing
conditions in both peak hours. The LOS D on the Mutton Lane eastbound approach improves to
LOS C in the AM but remains LOS D in the PM. The heavy queuing on Route 53 southbound
improves by two vehicles.
The results from this analysis indicate that, under the existing geometry, the existing signal
design is already optimum in terms of traffic operations. However, maintaining the existing
phasing would not be effective in addressing the safety issues related to left-turning vehicles.
Some protection for left-turning vehicles must be sought in subsequent alternatives.
Alternative 2: Protected/Permitted Phases
In this alternative, where staff examined permitted/protected phases with optimization, peak-hour
intersection operations, when compared to existing conditions, improved marginally: to LOS B
(AM) and B (PM) at Pleasant Street and to LOS B (AM) and C (PM) at Mutton Lane. Queuing at
both intersections would remain essentially the same as in the existing conditions.
2
Synchro by Trafficware, Version 7.
Boston Region MPO
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April 19, 2012
The main benefit of adding the protected/permitted phasing is not to operations but to safety. The
additional phasing is expected to help alleviate the problem of angle crashes.
Alternative 3: Exclusive Left-Turn Lane at Westbound Pleasant Street
Operations improve only marginally and actually get somewhat worse in the PM peak hour, even
though this alternative provides an exclusive left-turn lane on the Pleasant Street westbound
approach. The peak-hour levels of service are B (AM) and C (PM) at Pleasant Street and B (AM)
and C (PM) at Mutton Lane.
Due to the heavy left turns occurring on the westbound Pleasant Street approach during both
peak hours, the left-most lane is essentially used as a de facto left-turn lane in the existing
conditions and was analyzed as such. However, delineating the lane as a left-turn lane and
providing a protected/permitted phase could help with safety concerns.
Alternative 4: Existing Geometry with Coordinated Signals
This alternative only changes the existing timings as needed to accomplish the coordination. As
shown in the results, the eastbound Mutton Lane is penalized by the coordination. However in
the AM peak, northbound progression (bandwidth 3) for vehicles due to the coordination is 28
seconds. In the southbound direction a 29 second bandwidth is provided by the coordination for
the PM peak hour.
Alternative 5: Protective/Permitted Phases with Coordinated Signals
This alternative’s results indicate 24 second northbound bandwidth availability in the AM and 29
seconds southbound in the PM peak. However, as with the existing conditions, the vehicle
progression for Route 53 comes at the detriment for the Mutton Lane eastbound movement.
Alternative 6: Pleasant Street Exclusive Left-Turn Lane with Coordinated Signals
In this alternative, the improvements and the coordination provide an AM peak northbound
bandwidth of 26 seconds and a PM peak southbound bandwidth of 36 seconds. The Mutton Lane
eastbound approach improves compared to Alternative 5, but it still operates below how it does
under existing conditions.
CONCLUSIONS AND RECOMMENDATIONS
It was found that both intersections operated at acceptable levels of service under existing
conditions. Staff investigated improvements related to lane use, signal phasing and timing, signal
coordination, and safety.
3
Bandwidth – The amount of green time available for vehicles to travel through both intersections in a coordinated
signal system.
Boston Region MPO
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April 19, 2012
The results of the alternatives analysis indicated that moderate improvements to the operations
that would improve safety can be accomplished with signal timing changes and lane
reassignment. Signal coordination, while it would provide adequate bandwidths for directional
progression, would negatively impact the eastbound Mutton Lane movement. Based on this
finding, coordination is not warranted for these intersections. (Proximity between intersections is
not the sole criterion for coordination; analysis must be sensitive to other criteria, including
impacts on side-street delays and queues.)
For these reasons, staff recommend that the improvements described in Alternative 3, Exclusive
Left-Turn Lane at Westbound Pleasant Street, be implemented. Requirements for
implementation would include the following:
•
The Pleasant Street intersection would require the addition of three new five-section
signal heads, one for the Route 53 northbound approach, one for the Route 53
southbound approach, and one for the Pleasant Street westbound approach.
•
The Mutton Lane intersection would require a new five-section signal head on the
Mutton Lane eastbound approach to allow for the new protected/permitted phase that
would help with left turns there.
This recommended alternative does not negatively impact pedestrians: pedestrian phasing and
timing are maintained.
Although this alternative improves the operations of the intersection, it is not the most fuelefficient or emissions-friendly of the alternatives. However, overall traffic operations and safety
may need to take precedence over these other factors. This alternative should help alleviate some
of the crash problems at both intersections, particularly the Pleasant Street intersection, where
there are a high number of angle crashes. Delineating one of the Pleasant Street westbound
approach lanes as a left-turn lane should help with sideswipe crashes in the westbound direction
that are due to the single departure lane for this approach.
These improvements should be simple to implement and cost-effective. They require no land
takings and can be accomplished with striping, signal timing changes, signing, and new signal
heads. The Town of Weymouth should pursue implementation of these improvements in order to
make travel operations along Route 53 safer.
TABLE 3
AM Peak Hour
Level-of-Service Summary
Existing Conditions
Alternative 1
Alternative 2
Alternative 3
Intersection/Approach
LOS
Delay1
V/C2
Q3
LOS
Delay
V/C
Q
LOS
Delay
V/C
Q
LOS
Delay
V/C
Q
Route 53 at Pleasant St
Route 53 - NB
Route 53 - SB
Pleasant Street - EB
Pleasant Street – WB
Overall
B
A
B
C
B
14.2
9.6
16.9
23.5
16.9
0.62
0.20
0.56
0.80
0.70
205
56
124
167
-
B
A
B
C
B
13.7
9.1
15.4
21.7
15.8
0.64
0.10
0.56
0.79
0.70
172
47
113
152
-
B
A
B
B
B
13.6
9.9
14.3
18.9
14.8
0.67
0.22
0.53
0.75
0.70
179
50
110
147
-
B
B
C
B
B
14.9
10.8
28.2
16.8
18.2
0.68
0.22
0.81
0.64
0.75
173
48
168
214
-
Route 53 at Mutton Ln
Route 53 - NB
Route 53 - SB
Mutton Lane - EB
Mutton Lane - WB
Overall
B
B
D
C
C
14.2
12.5
52.4
28.5
20.6
0.42
0.29
0.82
0.30
0.54
249
132
183
119
-
B
B
C
C
B
15.4
13.1
33.1
21.2
17.8
0.50
0.34
0.72
0.23
0.58
201
105
181
85
-
B
B
C
C
B
18.4
15.8
25.1
21.0
18.9
0.52
0.36
0.55
0.24
0.53
228
120
151
99
-
B
B
C
C
B
18.4
15.8
25.1
21.0
18.9
0.52
0.36
0.55
0.24
0.53
228
120
151
99
-
Intersection/Approach
LOS
Delay1
V/C2
Q3
LOS
Delay
V/C
Q
LOS
Delay
V/C
Q
LOS
Delay
V/C
Q
Route 53 at Pleasant St
Route 53 - NB
Route 53 - SB
Pleasant Street - EB
Pleasant Street – WB
Overall
B
A
B
C
B
14.2
9.6
16.9
23.5
16.9
0.62
0.20
0.56
0.80
0.70
205
56
124
167
-
B
B
C
C
C
15.7
15.8
25.1
34.8
23.2
0.57
0.19
0.61
0.84
0.68
205
56
183
167
-
B
B
C
B
C
19.1
13.5
33.8
19.8
22.2
0.65
0.21
0.78
0.62
0.71
171
50
110
147
-
B
B
C
B
B
14.8
11.1
25.0
16.1
17.2
0.70
0.23
0.78
0.65
0.76
173
48
168
214
-
Route 53 at Mutton Ln
Route 53 - NB
Route 53 - SB
Mutton Lane - EB
Mutton Lane - WB
Overall
B
B
D
C
C
14.2
12.5
52.4
28.5
20.6
0.42
0.29
0.82
0.30
0.54
249
132
183
119
-
A
B
E
C
B
5.9
11.9
75.2
29.6
19.6
0.41
0.28
0.92
0.26
0.56
249
132
183
119
-
A
B
F
C
C
8.9
11.0
116.6
28.1
25.5
0.42
0.28
1.06
0.30
0.59
228
120
151
79
-
A
B
E
D
C
9.6
12.9
66.7
35.2
21.4
0.39
0.28
0.85
0.31
0.53
228
120
151
99
-
Existing Conditions
1. Delay measured in seconds.
2. V/C = volume/capacity ratio.
3. 95% queue, measured in feet.
Alternative 4
Alternative 5
Alternative 6
TABLE 4
PM Peak Hour
Level-of-Service Summary
Existing Conditions
Alternative 1
Alternative 2
Alternative 3
Intersection/Approach
LOS
Delay1
V/C2
Q3
LOS
Delay
V/C
Q
LOS
Delay
V/C
Q
LOS
Delay
V/C
Q
Route 53 at Pleasant St
Route 53 - NB
Route 53 - SB
Pleasant Street - EB
Pleasant Street – WB
Overall
B
B
B
C
C
15.5
17.8
17.1
30.0
20.5
0.54
0.64
0.63
0.89
0.76
134
158
167
256
-
B
B
B
C
B
15.3
18.6
13.8
22.2
17.6
0.58
0.70
0.60
0.85
0.77
124
156
136
194
-
B
B
B
C
B
15.5
16.0
14.7
24.2
17.8
0.57
0.68
0.61
0.86
0.77
121
140
147
228
-
B
B
D
C
C
15.9
16.6
37.8
21.3
23.2
0.58
0.69
0.92
0.80
0.83
121
141
229
350
-
Route 53 at Mutton Ln
Route 53 - NB
Route 53 - SB
Mutton Lane - EB
Mutton Lane - WB
Overall
B
C
D
C
C
15.1
25.0
46.3
26.9
25.7
0.28
0.81
0.80
0.28
0.81
146
458
258
125
-
B
C
D
C
C
14.1
25.4
48.5
23.3
25.4
0.30
0.85
0.85
0.26
0.85
126
399
254
103
-
B
C
C
C
C
16.2
30.4
35.0
24.0
26.8
0.31
0.87
0.72
0.27
0.81
139
440
241
121
-
B
C
C
C
C
16.2
30.4
35.0
24.0
26.8
0.31
0.87
0.72
0.27
0.81
139
440
241
121
-
Intersection/Approach
LOS
Delay1
V/C2
Q3
LOS
Delay
V/C
Q
LOS
Delay
V/C
Q
LOS
Delay
V/C
Q
Route 53 at Pleasant St
Route 53 - NB
Route 53 - SB
Pleasant Street - EB
Pleasant Street – WB
Overall
B
B
B
C
C
15.5
17.8
17.1
30.0
20.5
0.54
0.64
0.63
0.89
0.76
134
158
167
256
-
B
B
B
C
B
14.1
16.4
13.0
22.5
16.7
0.58
0.70
0.62
0.86
0.78
134
158
167
296
-
B
B
C
C
C
16.2
18.8
31.6
20.0
21.8
0.58
0.71
0.88
0.78
0.74
121
140
197
228
-
B
A
E
C
C
19.6
7.3
57.2
25.8
28.4
0.59
0.67
0.98
0.75
0.77
121
141
229
350
-
Route 53 at Mutton Ln
Route 53 - NB
Route 53 - SB
Mutton Lane - EB
Mutton Lane - WB
Overall
B
C
D
C
C
15.1
25.0
46.3
26.9
25.7
0.28
0.81
0.80
0.28
0.81
146
458
258
125
-
B
C
F
C
C
10.9
20.3
103.2
31.5
30.2
0.26
0.73
1.02
0.30
0.82
146
458
258
25
-
B
C
F
D
C
10.9
21.8
86.8
36.7
29.6
0.25
0.71
0.95
0.34
0.79
139
440
241
121
-
C
C
E
C
C
23.5
22.5
67.4
27.4
29.1
0.28
0.79
0.92
0.28
0.83
139
440
241
121
-
Existing Conditions
1. Delay measured in seconds.
2. V/C = volume/capacity ratio.
3. 95% queue, measured in feet.
Alternative 4
Alternative 5
Alternative 6
TABLE 5
AM Peak Hour
Energy Measures of Effectiveness
Intersection/MOEs
Route 53 at Pleasant St
Fuel Consumed (gal)
Fuel Economy (mpg)
CO Emissions (kg)
NOx Emissions (kg)
VOC Emissions (kg)
Existing
Alt. 1
Alt. 2
Alt. 3
Alt. 4
Alt. 5
Alt. 6
32.00
12.00
2.23
0.43
0.52
31.00
12.20
2.20
0.43
0.51
31.00
12.30
2.19
0.43
0.51
33.00
11.50
2.33
0.45
0.54
35.00
11.00
2.43
0.47
0.56
34.00
11.20
2.41
0.47
0.56
33.00
11.70
2.29
0.45
0.53
Route 53 at Mutton Ln
Fuel Consumed (gal)
Fuel Economy (mpg)
CO Emissions (kg)
NOx Emissions (kg)
VOC Emissions (kg)
19.00
11.40
1.32
0.26
0.31
18.00
11.80
1.28
0.25
0.30
19.00
11.50
1.32
0.26
0.31
19.00
11.50
2.33
0.45
0.54
17.00
12.80
2.43
0.47
0.56
19.00
11.60
1.30
0.25
0.30
18.00
11.80
1.28
0.25
0.30
Route 53 Arterial
Fuel Consumed (gal)
Fuel Economy (mpg)
CO Emissions (kg)
NOx Emissions (kg)
VOC Emissions (kg)
24.00
13.40
1.66
0.32
0.38
24.00
13.30
1.67
0.33
0.39
25.00
12.80
1.74
0.34
0.40
25.00
12.80
1.74
0.34
0.40
22.00
14.60
1.52
0.30
0.35
23.00
14.00
1.59
0.31
0.37
23.00
13.70
1.62
0.32
0.38
TABLE 6
PM Peak Hour
Energy Measures of Effectiveness
Intersection/MOEs
Route 53 at Pleasant St
Fuel Consumed (gal)
Fuel Economy (mpg)
CO Emissions (kg)
NOx Emissions (kg)
VOC Emissions (kg)
Existing
Alt. 1
Alt. 2
Alt. 3
Alt. 4
Alt. 5
Alt. 6
39.00
11.10
2.73
0.53
0.63
38.00
11.60
2.63
0.51
0.61
38.00
11.40
2.67
0.52
0.62
42.00
10.40
2.92
0.57
0.68
37.00
11.70
2.59
0.50
0.60
41.00
10.70
2.85
0.55
0.66
43.00
10.10
3.01
0.59
0.70
Route 53 at Mutton Ln
Fuel Consumed (gal)
Fuel Economy (mpg)
CO Emissions (kg)
NOx Emissions (kg)
VOC Emissions (kg)
26.00
10.00
1.80
0.35
0.42
26.00
10.10
1.79
0.35
0.42
26.00
9.80
1.84
0.36
0.43
26.00
9.80
1.84
0.36
0.43
26.00
10.00
1.81
0.35
0.42
26.00
9.90
1.82
0.35
0.42
27.00
9.60
1.87
0.36
0.43
Route 53 Arterial
Fuel Consumed (gal)
Fuel Economy (mpg)
CO Emissions (kg)
NOx Emissions (kg)
VOC Emissions (kg)
23.00
13.00
1.57
0.31
0.36
23.00
12.80
1.59
0.31
0.37
23.00
12.80
1.59
0.31
0.37
23.00
12.70
1.60
0.31
0.37
22.00
13.50
1.51
0.29
0.35
22.00
13.00
1.56
0.30
0.36
22.00
13.10
1.56
0.30
0.36
Appendix A
Universe of Potential
Signal Coordination Locations
Universe of Intersection Locations
Town/City
Burlington
Burlington
Danvers
Danvers
Hingham
Hingham
Bedford
Bedford
Lexington
Maynard
Maynard
Randolph
Randolph
Randolph
Weymouth
Weymouth
Braintree
Braintree
Braintree
Peabody
Peabody
Peabody
Location
Route 3A @ Francis Wyman Rd. (Route 62)
Route 3A @ Wilmington Rd. (Route 62)
Conant St @ Poplar St.
Conant St @ Elliott St
Route 3A @ Kilby St
Route 3 A @ Summer St
Route 4/225 @ Great Road Shopping Center
Route 4/225 @ Shawsheen Rd
Route 4/225 @ Hartwell Ave.
Acton St @ Main St and Summer St
Acton St @ Powder Mill Rd
Route 28 @ Warren St
Route 28 @ Memorial Ave
Route 28 @ N. Main St
Route 53 @ Pleasant St
Route 53 @ Mutton Lane
Washington St @ Common St
Washington St @ Ramp E
Washington St @ Independence Ave
Route 114 @ Cross St
Route 114 @ North Shore Mall
Route 114 @ Loris St
2005-2007
# Crashes
3
3
2
6
1
1
6
10
36
5
7
44
19
43
96
28
12
22
14
6
7
6
EPDO*
3
15
6
18
5
5
10
18
68
5
15
76
35
67
64
40
36
62
26
10
7
18
*EPDO - Equivalent Property Damage Only
EPDO = 10*Fatal Crashes + 5*Injury Crashes + 1*Other Crashes (Property Damage Only or Not Reported)
Appendix B
Correspondence
Appendix C
Turning Movement Counts
Appendix D
MassDOT Intersection Crash Rate Worksheets
Road Safety Audit—Washington Street (Route 53) at Mutton Lane; Washington Street (Route 53) at
Pleasant Street
Nitsch Engineering 9720.6
Appendix F: Road Safety Audit References
Road Safety Audit References
Massachusetts
Traffic
Safety
www.mhd.state.ma.us/safetytoolbox.
Toolbox,
Massachusetts
Highway
Department,
Road Safety Audits, A Synthesis of Highway Practice. NCHRP Synthesis 336. Transportation Research
Board, National Cooperative Highway Research Program, 2004.
Road Safety Audits. Institute of Transportation Engineers and U.S. Department of Transportation, Federal
Highway Administration, www.roadwaysafetyaudits.org.
FHWA Road Safety Audit Guidelines.
Administration, 2006.
U.S. Department of Transportation, Federal Highway
Road Safety Audit, 2nd edition. Austroads, 2000.
Road Safety Audits. ITE Technical Council Committee 4S-7. Institute of Transportation Engineers,
February 1995.