ROAD SAFETY AUDIT
Chestnut Street/East Washington Street (US Route 1)
Town of North Attleborough
August 2011
Prepared for:
Massachusetts Department of Transportation
Prepared by:
Howard/Stein-Hudson Associates
38 Chauncy Street
Boston, MA 02111
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Table of Contents Background ................................................................................................................................. 2
Project Data................................................................................................................................. 2
Project Location Description ..................................................................................................... 3
Road Safety Audit Observations and Potential Enhancements .............................................6
Safety Issue #1.
Safety Issue #2.
Safety Issue #3.
Safety Issue #4.
Safety Issue #5.
Safety Issue #6.
Signal Head Visibility......................................................................................... 6
Sight Distance ..................................................................................................... 7
Pavement Markings ............................................................................................ 8
Intersection Geometry......................................................................................... 8
Pedestrian Access ............................................................................................. 10
Signal Operations.............................................................................................. 10
Recommendations ..................................................................................................................... 12
List of Appendices
Appendix A.
Appendix B.
Appendix C.
RSA Meeting Agenda
RSA Audit Team Contact List
Detailed Crash Data
List of Figures
Figure 1.
Locus Map.............................................................................................................................. 4
List of Tables
Table 1.
Table 2.
Participating Audit Team Members ....................................................................................... 3
Summary of Potential Safety Enhancements ....................................................................... 14
Page 1
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Background
The intersection of Chestnut Street/East Washington Street (US Route 1) in the Town of North
Attleborough, Massachusetts, is within the top 5% of High Crash Locations in the Southeastern Regional
Planning and Economic Development District (SRPEDD). SRPEDD and the Town contacted the
Massachusetts Department of Transportation (MassDOT) district office to request assistance in assessing
safety at the location. This location is eligible to receive Highway Safety Improvement Program (HSIP)
funding for construction of improvements.
The RSA is intended to identify potential safety improvements that can be evaluated and included as part
of the design process. The short-term, low-cost potential improvements could be considered by the
responsible agency for implementation prior to reconstruction, as appropriate.
Project Data
The audit team conducted an RSA for the intersection of Chestnut Street/East Washington Street on
Tuesday, August 2, 2011. The RSA agenda appears in Appendix A. Table 1 lists the audit team
members and their affiliations. Appendix B provides contact information for all team members.
Page 2
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 1. Participating Audit Team Members
Audit Team Member
Bill McDowell
Mark Hollowell
Peter Lamb
Mark Fisher
Mary Burgess
Promise Otaluka
Joan Marchitto
Lisa Estrela-Pedro
Christopher Cardaci
Barbara Lachance
Alex Lovejoy
Edward Feeney
Robert Gregory
Bonnie Polin
Lisa Schletzbaum
Keri Pyke
Jared Hite
Agency/Affiliation
North Attleborough DPW
North Attleborough DPW
North Attleborough Fire Department
North Attleborough Town Administrator
North Attleborough Planning Board
FHWA
Board of Selectmen/SRPEDD Commissioner
SRPEDD
SRPEDD
MassDOT District 5 Traffic
MassDOT District 5 Traffic
MassDOT District 5 Traffic
MassDOT District 5 Project Development
MassDOT Highway Division Safety Section
MassDOT Highway Division Safety Section
Howard/Stein-Hudson Associates
Howard/Stein-Hudson Associates
Project Location Description
The intersection of Chestnut Street/East Washington Street (US Route 1) is located in the Town of North
Attleborough, Massachusetts, as shown in the aerial image in Figure 1. East Washington Street (US
Route 1) is a major north-south connector through North Attleborough, connecting to Interstate 295
(I-295), located to the south. East Washington Street is a parallel route to South Washington Street;
therefore, Chestnut Street serves as a connection between the two corridors. East Washington Street
carries approximately 10,000 vehicles per day (vpd). The land use along East Washington Street is a
combination of mixed use retail/office and residential. Chestnut Street also connects to Interstate 95(I-95)
to the east of the study area via Elm Street.
The RSA team evaluated all the approaches at the intersection of Chestnut Street/East Washington Street
(US Route 1). The roadways are categorized according to Massachusetts Department of Transportation
(MassDOT) Office of Transportation Planning functional classifications as follows:
East Washington Street (US Route 1) is a north–south principal arterial and falls under State jurisdiction.
Within the study area, East Washington Street consists of two travel lanes (a shared left-turn/through lane
and a shared through/right-turn lane) in each direction. The speed limit along East Washington Street
(US Route 1) is posted at 40 miles per hour (mph) in both directions. According to traffic data provided
by SRPEDD, the 85th percentile speeds on East Washington Street northbound and southbound are 43
mph and 40 mph, respectively.
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Road Safety Audit
Chestnut St. at East Washington St. (Rte 1), North Attleboro
Figure 1.
Locus Map
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Howard/Stein-Hudson Associates, Inc.
Not to scale.
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Chestnut Street is an east-west minor local road. Within the study area, Chestnut Street consists
of one lane (a shared left-turn/through/right-turn lane) in each direction. Although the Chestnut
Street westbound approach is one lane, it is wide enough for two lanes of queuing. The speed
limit along Chestnut Street is not posted; therefore the prime facia speed of 30 mph applies. The
85th percentile speed on Chestnut Street is 33 mph east of East Washington Street (US Route 1)
and 38 mph west of East Washington Street (US Route 1).
Prior to the RSA, in order to begin assessing possible safety issues, the team reviewed a crash
detail summary based on crash records supplied by the SRPEDD. From January 2006 through
December 2008, 44 crashes related to the intersection were reported. No fatalities were recorded
within the three-year study period. Of the 44 crashes, 17 (approximately 39%) were rear-end
type crashes, 2 (approximately 5%) were overtaking a turn type crash, 9 (approximately 20%)
were right-angle vehicle crashes, 15 (approximately 34%) were left-turning vehicle crashes, and
1 (approximately 2%) was involved with a fixed object. Crashes generally occurred on dry
pavement (31, or nearly 70%) in clear weather conditions (28, or nearly 64%) and under daylight
or lighted roadway lighting conditions (35, or nearly 80%). Of the 44 crashes with time of crash
reported, 20 (approximately 45%) occurred in the morning or afternoon hours (10:00 a.m. – 4:00
p.m.), and 15 (approximately 34%) occurred in the late afternoon hours (4:00 p.m. – 7:00 p.m.).
10 of the 44 crashes (approximately 23%) occurred in 1 hour early afternoon. Of the 44 crashes,
12 (approximately 27%) occurred on a Wednesday, and 10 (approximately 23%) occurred on the
weekend. 16% of all motorists were 65 or older and 8 % were between the ages of 17 – 18.
Appendix C provides the detailed crash data from January 2006 through December 2008.
Page 5
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Road Safety Audit Observations and
Potential Enhancements
Based on field observations on Tuesday, August 2, 2011, the RSA team determined that the intersection
of Chestnut Street/East Washington Street (US Route 1) has the following issues that affect safety:






Signal head visibility;
Intersection sight distance; Pavement markings;
Intersection geometry; Pedestrian access; and Signal operations. The following sections describe in more detail the safety issues and enhancements determined during the
RSA. Several of these issues require further study and engineering judgment to determine the feasibility
of implementing enhancements to address them.
Safety Issue #1. Signal Head Visibility
Observations:
Two traffic control signal faces located on a mast arm structure, mounted with a hanging assembly, are provided for the East Washington Street southbound approach. The RSA team noted the signal heads appear to be faint and difficult to view when approaching the intersection, although the signal heads are LED and equipped with visors. An RSA team member noted that several LEDs in the green and yellow indications of the signal face are not illuminating and will need to be replaced. It was also noted that these signal heads may have been replaced with LEDs when the LED technology was first used for signal heads. Looking south on East Washington Street
(US Route1).
The Chestnut Street eastbound approach consists of two far-side signal faces mounted on posts
and the Chestnut Street westbound approach consists of one near-side signal face and two far-side
signal faces mounted on posts. The visibility of these signal faces could be improved by locating
them overhead, ensuring that they are clear of potential obstruction by signs and/or utility poles.
None of the signal indications have back plates to improve contrast between the indications and
the background.
Page 6
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Enhancements:
1. Replace LEDs on the East Washington Street southbound signal indications to ensure
adequate visibility and verify the positioning of the signal heads meets MUTCD
requirements.
2. In the long term, replace mast arm structure and signal heads for the East Washington
Street southbound approach so that the signal indications are fixed-mounted.
3. Install back plates on all signal indications to enhance the contrast between the traffic
signal indications and their surroundings for both day and night conditions. New mast
arms and foundations may be required due to the additional weight. The loads and
moments on the existing mast arms will need to be checked to determine whether the
existing mast arm foundation can handle them.
4. Replace post-mounted signal indications with mast-arm mounted indications for the
Chestnut Street eastbound and westbound approaches.
Safety Issue #2. Sight Distance
Observations:
The RSA team noted that the sight distance from the Chestnut Street eastbound approach is
obstructed by parked vehicles at the AAMCO. The team also noted that the presence of signs and
posts on the southeast corner block visibility for the Chestnut Street westbound right turn
movement. This is particularly problematic for motorists making right turns on red. The stop
lines on both the Chestnut Street eastbound and westbound approaches are located far back from
the intersection, which cause drivers to inch forward into the intersection to have better sight
lines.
The East Washington Street northbound and southbound approaches also have sight distance
issues. The East Washington Street northbound approach’s stop line is also set far back from the
intersection partially due to the wide radius on the southeast corner. The building on the
southeast corner blocks visibility of traffic on Chestnut Street eastbound for East Washington
Street northbound right-turning motorists. The East Washington Street southbound approach has
similar sight distance issues caused by the presence of shrubs on the northeast corner of the
intersection. The stop lines on both East Washington Street approaches are not installed
perpendicular to the path of travel, but at an angle with the right lanes located farther from the
intersection than the left. The stop line geometry also contributes to the sight distance issues on
the East Washington Street approaches.
Enhancements:
1. Relocate signs and posts further from the edge of roadway to provide adequate sight
distance.
Page 7
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
2. Relocate the stop lines and crosswalks on the Chestnut Street eastbound and westbound
approaches. Relocating the stop lines may impact truck turns, which should be
considered during relocation.
3. Relocate the stop lines and crosswalks on the East Washington Street northbound and
southbound approaches. Relocating the stop lines may impact truck turns, which should
be considered during relocation.
Safety Issue #3. Pavement Markings
Observations:
A member of the RSA team noted left turning vehicles onto East Washington Street from the Chestnut Street eastbound and westbound approaches tend to create a weaving movement by not turning into the closest departure travel lanes. The Chestnut Street eastbound left-turns exceed 200 vehicles per hour (vph) during the p.m. peak and approximately 170 vph during the midday peak hour. The team also noted that the pavement markings and crosswalks at the intersection are barely visible or missing. Enhancements:
1. Re-stripe and maintain durable pavement
markings at the intersection, including crosswalks and stop lines. Worn pavement markings and crosswalks
2. Install a new crosswalk across East Washington Street on the north side, only if
accessible wheel chair ramps are provided and can be safely accommodated.
3. Install lane extension markings to guide drivers to stay in the correct lanes, as
appropriate. MassDOT typically does not install lane extension markings from a onelane roadway to a multi-lane roadway. The intent of the lane extension markings is to
clarify movements; if this cannot be accomplished, they should not be installed.
Safety Issue #4. Intersection Geometry
Observations:
According to the crash data summary sheet, 15 (approximately 34%) of the 44 accidents at the
intersection involved left-turning vehicles along East Washington Street. There are neither
separate left-turn pockets nor protected left-turn phases provided on the East Washington Street
northbound and southbound approaches. The permissive left-turning vehicles block the visibility
of the oncoming through traffic. A member of the RSA team noted that it may be difficult for a
Page 8
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
left-turning motorist to judge the speed and distance of the opposing through traffic, resulting in
crashes. Another team member noted that some through vehicles on both East Washington Street
and Chestnut Street queue behind left-turning vehicles; therefore the through vehicle swerves to
the right to avoid the queuing which causes (but is not involved in) the crashes. According to the
peak hour volumes, the East Washington Street southbound approach has approximately 50
vehicles turning left onto Chestnut Street eastbound in each of the morning and afternoon peak
hours.
It was noted during the RSA that vehicles frequently use the Chestnut Street westbound approach
as two lanes due to its width at the intersection, particularly if a vehicle is waiting to turn left.
This could cause issues with left-turning motorists from Chestnut Street eastbound, who may not
see the vehicle coming around the left-turning vehicle on Chestnut Street eastbound.
A median currently exists between the East Washington Street northbound and southbound
movements north of Chestnut Street. The length of the median may interfere with the path of
Chestnut Street eastbound left-turns. A team member noted the installation of the median may be
to restrict left-turning movements from the abutting land uses. Reducing the length of the median
may be necessary to improve the path for Chestnut Street eastbound left-turning vehicles. The
Town of North Attleborough is willing and interested to participate in any discussions involving
access management for the abutting properties.
Enhancements:
1. In the short term, consider installing split phasing for both East Washington Street leftturn movements with associated changes to the signal indications. The intersection
capacity should be analyzed to ensure that the intersection operation is not degraded by
the changes in signal phasing and/or timing. The capacity of the intersection should be
evaluated to determine the appropriate signal timing and phasing. A new mast arm
assembly may be needed for the additional signal heads due to the loading and moments
created by the new signal heads.
2. With the installation of split or protected left-turn phasing, additional signal heads may
need to be located on the far side of the intersection for the East Washington Street
northbound and southbound left-turning vehicles.
3. In the longer term, consider installing left-turn pockets and protected left-turn phasing on
the East Washington Street approaches. Acquisition of property may be necessary to
provide the appropriate roadway width.
4. Consider striping Chestnut Street westbound as two lanes for a short distance. One of the
lanes should be designated for turning vehicles, most likely the left lane, as there is not
space on the Chestnut Street west leg to receive two through lanes of traffic.
5. Reduce the length of the median on East Washington Street.
Page 9
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Safety Issue #5. Pedestrian Access
Observations:
The RSA team members noted that the pedestrian push buttons work on all approaches; however wheel chair ramps are not provided on any of the approaches. The pedestrian signal heads are outdated. There are a number of elderly and/or disabled persons who use the intersection as a connection between their residences and shopping areas located to the south. Enhancements:
1. Consider installing wheel chair ramps on all approaches to accommodate all pedestrians. Also, see enhancements from Safety Issue #3 Pavement Markings. Northwest corner of the intersection without
wheelchair ramps.
2. Provide full pedestrian accommodation, including the latest countdown pedestrian signal
heads, correctly-timed pedestrian phase (concurrent or exclusive based on MUTCD), and
crosswalks. The pedestrian enhancements should accommodate all pedestrians, including
those with mobility, sight, and hearing impairments.
Safety Issue #6. Signal Operations
Observations:
The RSA team members noted that the traffic control signals along the East Washington Street
corridor are not coordinated with the adjacent signalized intersections. Coordinating the adjacent
traffic control signals along the corridor may improve travel times and reduce delays. A team
member noted that several vehicles run red lights along East Washington Street. Red-light
running may contribute to the number of rear-end and angle crashes that occur on all the
approaches. Installing dilemma zone detection may decrease the number of accidents from
potential red-light runners. Detectors can be placed on the intersection approaches to extend the
green indication until the vehicle leaves the dilemma zone. An alternative is to allow the signal to
turn yellow and then red as a vehicle is detected, and then extend the red indication for the cross
street traffic. This strategy can be used to prevent cross street vehicles from entering the
intersections as a driver is intentionally running the red light.
The Chestnut Street westbound approach has a near side post mounted signal face and two far
side post mounted signal faces. The near side signal face may be a contributor to red light
running on the Chestnut Street westbound approach. This issue may be mitigated if the signal
face is removed and the signal heads are installed on a new mast arm.
Page 10
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Enhancements:
1. Review the operation of all adjacent signals along the East Washington Street corridor
and determine if signal coordination would improve overall corridor safety and
operations.
2. Check the signal head visibility for vehicles approaching East Washington Street on
Chestnut Street westbound. If appropriate, remove near side post-mounted signal head
for the Chestnut Street westbound approach and replace with far side signal head.
3. Investigate the installation of dilemma zone detection along East Washington Street and
Chestnut Street.
4. Check the traffic signal clearance intervals.
5. Install a pre-emption control system for emergency vehicles.
Page 11
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Recommendations
The intersection of Chestnut Street/East Washington Street in the Town of North Attleborough,
Massachusetts, is within the top 5% of High Crash Locations within SRPEDD’s region. Based on its
observations and discussions, the RSA team identified the issues and possible enhancements that
could improve safety at the intersection of Chestnut Street/East Washington Street. Further design
work or consideration may be necessary to determine the feasibility of making some of the
improvements.
Short-term enhancements include:

Replace LED’s on the East Washington Street southbound signal indications;

Relocate signs adjacent to the Fast Signs Shop on the southeast corner; 
Relocate stop lines and crosswalks on the Chestnut Street approaches;

Re-stripe all pavement markings, including crosswalks and stop lines; and 
Check the traffic signal clearance intervals. Mid-term enhancements include: 
Reduce the length of the median on East Washington Street; and 
Install the latest countdown pedestrian signal heads. To enhance the safety of the intersection, the long-term enhancements are to:

Replace mast arm structure and signal heads for the East Washington Street southbound
approach. Fix mount signal heads;

Install back plates on the East Washington Street approaches’ signal heads;

Replace the post-mounted signal heads onto mast arm structures for the Chestnut Street
approaches;

Install new crosswalk across East Washington Street on the north side, only if accessible
wheel chair ramps are provided;

Install a lead protected left-turn phase for both East Washington left-turn movements.
Additional signal heads may need to be located on the far side of the intersection;

Install left-turn pockets with the appropriate signal heads and protected phasing on the East
Washington Street approaches;
Page 12
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.

Install wheel chair ramps on all approaches;

Coordinating the adjacent signalized intersections along the East Washington Street corridor;

Install dilemma zone protection; and

Install a pre-emption control system.
Table 2 summarizes these safety issues, possible enhancements, estimated safety payoff, time frame,
cost, and responsibility. Safety payoff estimates are based on engineering judgment and are
categorized as low, medium, and high. The time frame is categorized as short-term (<1 year), midterm (1 to 3 years), or long-term (typically >3 years). Long-term improvements are typically
considered to be substantial improvements with an expected time frame for implementation greater
than 3 years. The costs are categorized as low (<$10,000), medium ($10,001 to $50,000), or high
(>$50,000). The RSA is intended to identify potential safety improvements that can be evaluated and
included as part of the design process for the reconstruction. The short-term, low-cost potential
improvements could be considered by the responsible agency for implementation prior to
reconstruction.
Page 13
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2. Summary of Potential Safety Enhancements
Safety Issue
Signal head
visibility
Sight Distance
Safety Enhancement
Replace LEDs on the East Washington Street southbound
signal indications to ensure adequate visibility and verify
the positioning of signal heads meets MUTCD
requirements.
In the long term, replace mast arm structure and signal
heads for the East Washington Street southbound
approach so that the signal indications are fixed-mounted.
Install back plates on all signal indications to enhance the
contrast between the traffic signal indications and their
surroundings for both day and night conditions. New mast
arms and foundation may be required to handle additional
weight. The loads and moments on the existing mast
arms will need to be checked to determine whether the
existing mast arm foundations can handle them.
Replace post-mounted signal indications with mast-arm
mounted indications for the Chestnut Street eastbound
and westbound approaches.
Relocate signs and posts further from the edge of the
roadway to provide adequate sight distance.
Relocate the stop lines and crosswalks on the Chestnut
Street eastbound and westbound approaches. Consider
truck turn impacts.
Relocate stop lines and crosswalks on the East
Washington Street northbound and southbound
approaches. Consider truck turn impacts.
Safety Payoff
Time Frame
Cost
Responsible Party
High
Short-term
Medium
MassDOT
High
Long-term
High
MassDOT
High
Long-term
Medium –
High
MassDOT
Medium
Long-term
High
MassDOT
Low
Short-term
Low
Town of North
Attleborough
Medium
Short-term
Low
MassDOT
Medium
Short-term
Low
MassDOT
Page 14
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2. Summary of Potential Safety Enhancements (Continued)
Safety Issue
Safety Enhancement
Re-stripe and maintain durable pavement markings at the
intersection, including crosswalks and stop lines.
Pavement
Markings
Intersection
Geometry
Install a new crosswalk across East Washington Street on
the north side, only if accessible where wheel chair ramps
are provided and can be safely accommodated.
Install lane extension markings to guide drivers to stay in
correct lanes on turns. The intent of the lane extension
markings is to clarify movements; if this cannot be
accomplished, they should not be installed.
Install split phasing for both East Washington Street leftturn movements with associated changes to the signal
indications. The capacity of the intersection should be
evaluated to determine the appropriate signal timing and
phasing. A new mast-arm assembly may be needed for
the additional signal heads due to the loading and
moments created by them.
With installation of split phasing, install far-side signal
heads for the East Washington Street northbound and
southbound left-turn movements.
Install left-turn pockets and protected left-turn phasing on
the East Washington Street approaches. Acquisition of
property may be necessary to provide the appropriate
roadway width.
Consider striping Chestnut Street westbound as two lanes
to provide more queuing space. One of the legs should be
designated for turning vehicles, most likely the left lane, as
there is not space on the Chestnut Street west leg to
receive two through lanes of traffic.
Reduce the length of the median on East Washington
Street.
Safety Payoff
Time Frame
Cost
Responsible Party
Medium
Short-term
Low
MassDOT
Medium
Long-term
Medium
MassDOT
Medium
Short-term
Low
MassDOT
High
Short-term
Medium
MassDOT
Medium
Medium-term
High
MassDOT
High
Long-term
High
MassDOT
Medium
Short-term
Low
MassDOT
Medium
Mid-term
Medium
MassDOT
Page 15
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Table 2. Summary of Potential Safety Enhancements (Continued)
Safety Issue
Pedestrian
Access
Signal
Operations
Safety Enhancement
Consider installing wheel chair ramps on all approaches to
accommodate all pedestrians. Re-stripe existing
crosswalks.
Provide full pedestrian accommodation, including
countdown pedestrian signal heads, correctly-timed
pedestrian phase (concurrent or exclusive based on
MUTCD), and crosswalks. Pedestrian enhancements
should accommodate all pedestrians, including those with
mobility, sight, or hearing impairments.
Review the operation of all adjacent signals along the East
Washington Street corridor to determine if coordination
would improve overall corridor safety and operations.
Check the signal head visibility for vehicles approaching
East Washington Street on Chestnut Street westbound. If
appropriate, remove near side post-mounted signal head
for the Chestnut Street westbound approach and replace
with far side signal head.
Investigate the installation of dilemma zone detection
along East Washington Street and Chestnut Street.
Check the traffic signal clearance intervals.
Install a pre-emption control system for emergency
vehicles.
Safety Payoff
Time Frame
Cost
Responsible Party
Medium
Long-term
Medium
MassDOT
Medium
Mid-term
Medium
MassDOT
Medium
Long-term
High
MassDOT
Low
Medium-term
Medium
MassDOT
High
Long-term
Medium
MassDOT
Medium
Short-term
Low
MassDOT
Medium
Long-term
High
MassDOT
Page 16
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Appendix A. RSA Meeting Agenda Road Safety Audit
North Attleborough – E. Washington St/Chestnut St
Meeting Location: N. Attleborough Police Station
102 South Washington Street, North Attleborough
Tuesday, August 2, 2011
9:30 AM – 11:30 AM
Type of meeting:
Road Safety Audit for High Crash Intersection
Attendees:
Invited Participants to Comprise a Multidisciplinary Team
Please bring:
Thoughts and Enthusiasm!!
9:30 AM
Welcome and Introductions
9:45 AM
Review of Site Specific Material
• Collision Diagram, Traffic Data
• Existing conditions and geometry
10:15 AM
Visit the Site
• Walk to the intersection of E. Washington Street and Chestnut Street
• As a group, identify areas for improvement
11:00 AM
Completion of RSA
• Finalize discussion on all areas for improvement
• Discuss potential improvements with pros and cons and record possible
countermeasures
11:30 AM
Adjourn for the Day – but the RSA has not ended
Instructions for Participants:
• Before attending the RSA on August 2nd, participants are encouraged to
drive/walk through the intersection and complete/consider elements on the RSA
Prompt List with a focus on safety.
• All participants will be actively involved in the process throughout. Participants
are encouraged to come with thoughts and ideas, but are reminded that the
synergy that develops and respect for others’ opinions are key elements to the
success of the overall RSA process.
• After the RSA meeting, participants will be asked to comment and respond to the
document materials to assure it is reflective of the RSA completed by the
multidisciplinary team.
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Appendix B. RSA Audit Team Contact List Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
.
Participating Audit Team Members
Date:
Tuesday, August 2, 2011
Audit Team Members
Bill McDowell
Mark Hollowell
Peter Lamb
Mark Fisher
Mary Burgess
Promise Otaluka
Joan Marchitto
Lisa Estrela-Pedro
Christopher Cardaci
Barbara Lachance
Alex Lovejoy
Edward Feeney
Robert Gregory
Bonnie Polin
Lisa Schletzbaum
Keri Pyke
Jared Hite
Location:
North Attleborough Police Department, 102 South Washington Street,
North Attleborough
Agency/Affiliation
E-mail Address
Phone Number
North Attleborough DPW
wmcdowell@nattleboro.com
(508) 643-6636
North Attleborough DPW
mhollowell@nattleboro.com
(508) 645-9621
North Attleborough Fire Department
plamb@nattleboro.com
(508) 699-0140
North Attleborough Administrator
mfisher@north-attleboro.ma.us
(508) 699-0100
North Attleborough Planning Board
mburgess@north-attleboro.ma.us
(508) 699-0116
FHWA
Promise.Otaluka@dot.gov
(617) 494-2528
Board of Selectmen/SRPEDD Commissioner
jmarchitto@nattleboro.com
(508) 699-8226
SRPEDD
lestrela@srpedd.org
(508) 824-1367
SRPEDD
ccardaci@srpedd.org
(508) 824-1367
MassDOT District 5 Traffic
Barbara.Lachance@state.ma.us
(508) 884-4260
MassDOT District 5 Traffic
alex.lovejoy@state.ma.us
(774) 219-4914
MassDOT District 5 Traffic
Edward.Feeney@state.ma.us
(508) 884-4242
MassDOT District 5 Project Development
Robert.Gregory@state.ma.us
(508) 884-4245
MassDOT Highway Division Safety Section
bonnie.polin@state.ma.us
(617) 973-7991
MassDOT Highway Division Safety Section
lisa.schletzbaum@state.ma.us
(617) 973-7685
Howard/Stein-Hudson Associates
kpyke@hshassoc.com
(617) 348-3301
Howard/Stein-Hudson Associates
jhite@hshassoc.com
(617) 348-3318
Road Safety Audit
Chestnut Street/East Washington Street (Route 1), North Attleborough
Prepared by Howard/Stein-Hudson Associates, Inc.
Appendix C. Detailed Crash Data COLLISION DIAGRAM
MUNICIPALITY: North Attleborough
COUNTY:
Bristol
FILE:
INTERSECTION: East Washington St at Chestnut Street
PERIOD:
3
YEARS
0
MONTHS
FROM
1/1/2006
Key Number =
NA E Was & Chest
CASE # :
TO
12/31/2008
BY:
DATE:
6/23/2011
Chestnut Street
Northbound
___
30
40
39
12
11
East Washington St
14
20
19
18
43
36
29
9
8
4
28
5
27
22
42
33
34
1
2
37
6
38
13
23
32
10
21
31
17
7
15
25
26
35
3
24
East Washington St
16
41
___
Chestnut Street
44
SYMBOLS
999
MANNER OF COLLISION
MOVING VEHICLE
P
PEDESTRIAN
REAR END
HEAD ON
TURNING VEHICLE
B
BICYCLIST
LEFT TURN
RIGHT TURN
BACKING VEHICLE
A
ANIMAL
LEFT TURN
RIGHT TURN
PARKED VEHICLE
FIXED OBJECT
OVERTAKE
RIGHT ANGLE
RECORD NUMBER
Fatal
OUT OF CONTROL
SIDE SWIPE
HSA Software 3.0
Page 1 of 2
DETAILS OF ACCIDENT HISTORY
PERIOD STUDIED:
FROM:
TO:
12/31/2008
36
No.
1/1/2006
MONTHS
DATE
TIME
#
V
E
H
I
C
L
E
S
S
E
V
E
R
I
T
Y
L
I
G
H
T
R
O
A
D
C
O
N
D
C
H
A
R
ROUTE NUMBER/STREET NAME:
S
U
R
F
A
C
E
W
E
A
T
H
E
R
LOCATION:
FILE:
East Washington Street @ Chestnut Street
MUNICIPALITY:
North Attleborough
COUNTY: Bristol
REFERENCE MARKERS / NODES:
CONTRIB.
FACTORS
CASE No.
East Washington St
ACC.
TYPE
ACCIDENT DESCRIPTION
1
1/5/2006 15:35 2
INJ
1
2
2
Rend
SBT VS SBT
2
1/6/2006 13:46 3
PDO
1
1
1
Rend
SBT VS SBT VS SBT
3
2/9/2006
8:35 2
INJ
1
1
1
4
Rang
SBT VS EBL, SBT Was Distracted & Ran Red Light
4
2/15/2006 11:39 2
N/R
1
1
1
7
Ltrn
NBL VS SBT
5
2/16/2006 15:54 2
INJ
1
1
1
7
Ltrn
NBT VS SBL
6
3/17/2006 23:55 2
INJ
5
1
2
9
Rend
SBT VS SBT
7
3/24/2006 16:30 2
PDO
1
1
2
17
Ltrn
NBT VS SBL, SBL "Had ROW due to position in intersection"
8
4/20/2006 13:20 2
INJ
1
1
1
7
Ltrn
SBT VS NBL
9
5/17/2006 18:24 2
INJ
1
1
1
7
Ltrn
SBT VS NBL
10
7/16/2006 14:13 2
PDO
1
1
1
7
Ovtk
SBT VS SBT, Changing lanes due to another vehicle making a turn
11
7/23/2006 12:36 2
PDO
1
1
2
4
Rang
EBT VS SBT, SBT Ran Red Light
12
8/2/2006 13:26 2
PDO
1
1
1
Rang
SBT VS EBT, Both Claimed to Have Green Light
13
8/4/2006 22:53 2
INJ
4
1
1
28
Rend
SBT VS SBT, OUI
9:38 2
INJ
1
1
1
17
Rang
SBT VS WBT, SB Ran Red Light
15 11/15/2006 18:32 2
N/R
4
2
2
7
Ltrn
NBT VS SBL
16 11/20/2006 15:10 2
PDO
1
1
1
Rend
WBT VS WBT
17 11/20/2006
4:00 2
PDO
3
1
2
17
Rang
SBT VS WBT, SBT Ran Red Light
18
12/2/2006 16:59 2
PDO
4
1
1
40
Ltrn
SBT VS NBL
19
2/14/2007 18:25 2
PDO
4
4
5
66
Ltrn
SBT VS NBL, Due to Weather NB Veh \slid left across SB lanes
20
3/7/2007 16:05 2
PDO
1
1
1
7
Ltrn
SBT VS NBL
21
5/12/2007 13:25 2
PDO
1
1
1
Ovtk
NBT VS NBT, Lane Change
22
5/22/2007 18:16 2
INJ
1
1
1
Rang
SBT VS WBT, SB Ran Red Light
14
10/5/2006
17
17
21
2
NA E Was & Chest
BY:
DATE:
6/23/2011
KEY #
HSA Software 3.0
Page 2 of 2
DETAILS OF ACCIDENT HISTORY
PERIOD STUDIED:
FROM:
TO:
12/31/2008
36
No.
1/1/2006
MONTHS
DATE
TIME
#
V
E
H
I
C
L
E
S
S
E
V
E
R
I
T
Y
L
I
G
H
T
R
O
A
D
C
O
N
D
C
H
A
R
ROUTE NUMBER/STREET NAME:
S
U
R
F
A
C
E
W
E
A
T
H
E
R
LOCATION:
FILE:
East Washington Street @ Chestnut Street
MUNICIPALITY:
North Attleborough
COUNTY: Bristol
REFERENCE MARKERS / NODES:
CONTRIB.
FACTORS
CASE No.
East Washington St
ACC.
TYPE
ACCIDENT DESCRIPTION
23
6/8/2007 18:32 2
INJ
1
1
1
40
Rend
SBT VS SBT
24
7/4/2007 21:51 2
PDO
4
2
3
19
Rend
NBT VS NBT
25
7/11/2007
6:28 2
PDO
1
1
2
7
Ltrn
NBT VS SBL
26
7/25/2007 10:08 2
PDO
1
1
1
7
Ltrn
NBT VS SBL
27 10/12/2007 16:05 2
PDO
1
1
1
40
Rend
NBT VS NBT
28
11/2/2007 14:39 2
PDO
1
1
1
Rend
NBT VS NBT
29
11/6/2007 16:10 2
INJ
1
2
1
7
Ltrn
SBT VS NBL
7:22 2
PDO
1
1
2
4
Rend
EBT VS EBT, PAST INTERSECTION
31
1/5/2008 11:40 2
PDO
1
1
1
9
Rend
NBT VS NBT
32
1/30/2008 13:59 2
PDO
1
2
1
Rend
SBT VS SBT
33
2/4/2008 10:49 2
PDO
1
1
2
Rend
SBT VS SBT
34
2/18/2008 18:02 2
PDO
4
2
2
4
Rend
SBT VS SBT
35
3/29/2008 14:17 2
PDO
1
1
1
7
Ltrn
NBT VS SBL
36
4/6/2008 18:55 2
PDO
1
2
3
7
Ltrn
NBL VS SBT
37
5/18/2008 17:22 2
PDO
1
2
3
4
Rend
SBT VS SBT
38
6/10/2008 13:29 2
PDO
1
1
1
4
Rend
SBT VS SBT
39
8/24/2008 16:51 2
PDO
1
1
1
17
Rang
SBT VS EBT, SBT Ran Red Light
40
12/5/2008 13:50 2
INJ
1
1
1
Rang
SBT VS EBT, Both Claimed to have Green Light
41 12/14/2008 17:30 2
N/R
4
1
1
4
Rend
WBT VS WBT
42 12/23/2008 13:44 2
INJ
1
4
1
17
Rang
SBT VS WBT, WBT Ran Red Light - Slippery Conditions
43 12/24/2008 13:34 2
PDO
1
2
2
40
Ltrn
NBL VS SBT
44 12/26/2008
PDO
1
1
2
FixO
SBR Tractor Trailer Hit Light Pole
30 12/12/2007
9:38 1
9
NA E Was & Chest
BY:
DATE:
6/23/2011
KEY #
HSA Software 3.0
ACCIDENT SUMMARY SHEET
ROUTE: East Washington St
MUNICIPALITY:
LOCATION: East Washington Street @ Chestnut Street
North Attleborough
TIME PERIOD COVERED:
COUNTY: Bristol
1/1/2006 - 12/31/2008
REFERENCE MARKERS / NODES
-
REMARKS: All Accidents
TIME OF DAY
6 AM - 10 AM
10 AM - 4 PM
4 PM - 7 PM
7 PM - 12 AM
12 AM - 6 AM
Unspecified
Total
WEATHER
Clear
Cloudy
Rain
Snow
Sleet/Hail/Freezing Rain
Fog/Smog/Smoke
Unspecified
Total
DATE:
# ACC
5
20
15
3
1
0
%
11.4%
45.5%
34.1%
6.8%
2.3%
0.0%
44
# ACC
28
12
3
0
1
0
0
%
63.6%
27.3%
6.8%
0.0%
2.3%
0.0%
0.0%
DIRECTION
North
South
East
West
Total
Total
TIME OF YEAR
Winter (Dec-Feb)
Spring (Mar-May)
Summer (Jun-Aug)
Fall
(Sep-Nov)
Total
DAY OF WEEK
Sunday
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Total
ACCIDENT TYPE
Rear End
Overtake
Right Angle
Left Turn
Right Turn
Fixed Object
Head On
Sideswipe
DIRECTION
Northeast
Northwest
Southeast
Southwest
Unspecified
# ACC
0
0
0
1
0
0.0%
0.0%
0.0%
1.1%
0.0%
# ACC
17
2
9
15
0
1
0
0
%
38.6%
4.5%
20.5%
34.1%
0.0%
2.3%
0.0%
0.0%
ACCIDENT TYPE
Pedestrian
Bicycle
Parked Vehicle
Backing
Run Off The Road
Animal
Other
Unspecified
# ACC
0
0
0
0
0
0
0
0
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
Total
# ACC
31
9
0
2
2
%
70.5%
20.5%
0.0%
4.5%
4.5%
ACCIDENT SEVERITY
Fatal
Injury
Property Damage
Non-Reportable
%
38.6%
22.7%
22.7%
15.9%
TYPE OF VEHICLE
Passenger Cars
Commercial Vehicles
%
13.6%
9.1%
9.1%
27.3%
11.4%
20.5%
9.1%
LIGHT CONDITION
Daylight
Dawn/Dusk
Night
Unspecified
Total
44
# ACC
0
13
28
3
%
0.0%
29.5%
63.6%
6.8%
44
44
# ACC
17
10
10
7
Total
# ACC
87
1
%
98.9%
1.1%
88
44
# ACC
6
4
4
12
5
9
4
Total
# ACC
35
1
8
0
%
79.5%
2.3%
18.2%
0.0%
44
44
SUMMARY OF ACCIDENT SEVERITY BY YEAR:
Fatal Accidents
Injury Accidents
Property Damage Accidents
Non-Reportable Accidents
%
29.5%
52.3%
8.0%
9.1%
88
44
SURFACE
Dry
Wet
Mud/Slush
Snow/Ice
Unspecified
Total Accidents
# ACC
26
46
7
8
6/23/2011
2006
2007
2008
0
8
8
2
0
3
9
0
0
2
11
1
18
12
14
HSA Software 3.0
Page 1
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/19442
Town: NORTH ATTLEBORO
Site Code:
Station ID:
CHESTNUT STREET
West of East Washington (Route 1)
Latitude: 0' 0.000 Undefined
EB
Start
Time
6/6/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
*
*
*
*
*
*
*
*
*
*
*
3
4
8
10
26
15
9
12
9
2
0
0
0
98
3.4%
11:00
3
15:00
26
16
20
*
*
*
*
*
*
*
*
*
*
*
1
0
1
3
6
2
0
1
2
0
0
0
0
16
0.6%
11:00
1
15:00
6
21
25
*
*
*
*
*
*
*
*
*
*
*
5
8
5
13
13
9
9
9
6
7
2
1
0
87
3.0%
11:00
5
14:00
13
26
30
*
*
*
*
*
*
*
*
*
*
*
45
40
45
64
65
87
58
65
37
36
20
11
6
579
20.1%
11:00
45
16:00
87
31
35
*
*
*
*
*
*
*
*
*
*
*
105
128
109
110
142
145
193
128
140
78
44
36
24
1382
48.0%
11:00
105
17:00
193
36
40
*
*
*
*
*
*
*
*
*
*
*
50
43
63
58
45
73
82
69
45
29
20
16
18
611
21.2%
11:00
50
17:00
82
41
45
*
*
*
*
*
*
*
*
*
*
*
12
6
8
11
12
5
8
12
8
4
5
5
6
102
3.5%
11:00
12
15:00
12
46
50
*
*
*
*
*
*
*
*
*
*
*
0
0
1
0
1
0
0
0
0
0
0
1
0
3
0.1%
13:00
1
51
55
*
*
*
*
*
*
*
*
*
*
*
0
0
1
0
0
0
0
0
0
0
0
0
0
1
0.0%
13:00
1
56
60
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
61
65
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
1
0
1
0.0%
22:00
1
71
75
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
*
*
*
*
*
*
*
*
*
*
*
221
229
241
269
310
336
359
296
247
156
91
71
54
2880
11:00
221
17:00
359
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
31-40
29-38
31-40
26-35
26-35
26-35
31-40
30-39
31-40
26-35
26-35
30-39
31-40
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
155
171
172
174
207
232
275
197
185
114
64
52
42
Page 2
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/19442
Town: NORTH ATTLEBORO
Site Code:
Station ID:
CHESTNUT STREET
West of East Washington (Route 1)
Latitude: 0' 0.000 Undefined
EB
Start
Time
6/7/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
1
0
0
0
0
0
3
6
7
8
10
9
3
11
9
14
7
8
11
6
5
3
1
1
123
3.1%
10:00
10
15:00
14
16
20
1
0
0
0
0
0
0
1
2
1
1
0
0
1
4
1
0
2
0
2
1
0
0
0
17
0.4%
08:00
2
14:00
4
21
25
1
0
0
0
2
3
1
3
7
8
10
7
6
7
15
10
9
7
4
5
2
2
1
0
110
2.8%
10:00
10
14:00
15
26
30
5
0
1
1
1
2
9
32
51
63
49
69
53
62
65
72
62
51
34
50
34
28
9
8
811
20.5%
11:00
69
15:00
72
31
35
15
3
3
2
4
10
40
99
87
113
111
124
115
102
137
161
157
165
125
102
81
65
23
23
1867
47.2%
11:00
124
17:00
165
36
40
8
3
3
1
5
8
22
33
36
50
47
46
60
38
59
58
68
90
99
64
45
20
14
6
883
22.3%
09:00
50
18:00
99
41
45
0
1
0
0
0
6
1
4
9
4
10
9
9
8
3
7
9
12
15
10
8
1
2
2
130
3.3%
10:00
10
18:00
15
46
50
0
0
0
0
0
0
0
3
1
1
0
0
2
0
0
1
2
2
1
1
0
0
1
0
15
0.4%
07:00
3
12:00
2
51
55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
1
0.0%
18:00
1
56
60
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
31
7
7
4
12
29
76
181
200
248
238
264
248
229
292
324
314
337
290
240
176
119
51
40
3957
11:00
264
17:00
337
Pace
Speed
29-38
32-41
29-38
27-36
30-39
29-38
31-40
29-38
26-35
26-35
27-36
26-35
31-40
26-35
26-35
26-35
29-38
31-40
31-40
31-40
31-40
26-35
30-39
27-36
Number
in Pace
23
7
7
4
9
18
62
134
138
176
161
193
175
164
202
233
225
255
224
166
126
93
37
32
Page 3
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/19442
Town: NORTH ATTLEBORO
Site Code:
Station ID:
CHESTNUT STREET
West of East Washington (Route 1)
Latitude: 0' 0.000 Undefined
EB
Start
Time
6/8/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
0
0
0
0
0
1
5
9
10
6
7
8
9
9
*
*
*
*
*
*
*
*
*
*
64
3.9%
08:00
10
12:00
9
285
3.4%
16
20
0
0
0
0
1
0
1
0
3
1
0
4
4
3
*
*
*
*
*
*
*
*
*
*
17
1.0%
11:00
4
12:00
4
50
0.6%
21
26
25
30
1
6
0
2
0
0
0
3
0
0
0
2
2
13
5
48
3
46
15
42
2
51
64
11
12
37
5
37
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
56
351
3.4%
21.1%
09:00
11:00
15
64
12:00
12:00
12
37
253
1741
3.0%
20.5%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 55 MPH :
Percent of Vehicles > 55 MPH :
Mean Speed(Average) :
31
35
6
9
2
4
3
24
42
77
95
84
106
108
114
86
*
*
*
*
*
*
*
*
*
*
760
45.8%
11:00
108
12:00
114
4009
47.2%
27 MPH
33 MPH
38 MPH
40 MPH
31-40 MPH
5858
68.9%
1
0.0%
32 MPH
36
40
8
2
1
1
2
4
17
30
52
52
61
50
40
35
*
*
*
*
*
*
*
*
*
*
355
21.4%
10:00
61
12:00
40
1849
21.8%
41
45
1
0
1
1
0
2
2
4
3
7
12
7
8
2
*
*
*
*
*
*
*
*
*
*
50
3.0%
10:00
12
12:00
8
282
3.3%
46
50
1
0
0
1
0
0
0
0
1
0
1
0
0
1
*
*
*
*
*
*
*
*
*
*
5
0.3%
00:00
1
13:00
1
23
0.3%
51
55
0
0
0
0
1
0
0
1
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
2
0.1%
04:00
1
56
60
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
4
0.0%
0
0.0%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
1
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
Total
23
13
4
10
7
33
82
174
213
207
240
252
224
178
*
*
*
*
*
*
*
*
*
*
1660
11:00
252
12:00
224
8497
Pace
Speed
29-38
28-37
31-40
25-34
28-37
29-38
28-37
26-35
30-39
31-40
31-40
26-35
29-38
26-35
*
*
*
*
*
*
*
*
*
*
Number
in Pace
15
13
3
7
5
29
59
125
147
136
167
172
154
123
*
*
*
*
*
*
*
*
*
*
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/19442
Town: NORTH ATTLEBORO
WB
Start
Time
6/6/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
*
*
*
*
*
*
*
*
*
*
*
4
1
8
7
9
9
9
4
6
2
0
0
0
59
2.3%
11:00
4
15:00
9
16
20
*
*
*
*
*
*
*
*
*
*
*
1
2
1
1
2
0
0
0
1
0
0
0
0
8
0.3%
11:00
1
12:00
2
Page 4
SRPEDD
88 Broadway
Taunton, MA 02780
21
25
*
*
*
*
*
*
*
*
*
*
*
12
15
8
18
17
13
8
11
11
5
6
0
5
129
5.0%
11:00
12
14:00
18
26
30
*
*
*
*
*
*
*
*
*
*
*
80
95
85
108
96
91
102
82
73
44
43
21
13
933
35.8%
11:00
80
14:00
108
31
35
*
*
*
*
*
*
*
*
*
*
*
89
114
99
112
112
150
136
103
73
61
47
24
24
1144
43.9%
11:00
89
16:00
150
36
40
*
*
*
*
*
*
*
*
*
*
*
21
18
27
28
34
32
38
33
26
16
14
8
8
303
11.6%
11:00
21
17:00
38
41
45
*
*
*
*
*
*
*
*
*
*
*
5
0
3
2
2
1
2
3
4
3
2
3
0
30
1.2%
11:00
5
19:00
4
46
50
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
51
55
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
56
60
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Site Code:
Station ID:
CHESTNUT STREET
West of East Washington (Route 1)
Latitude: 0' 0.000 Undefined
61
65
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
*
*
*
*
*
*
*
*
*
*
*
212
245
231
276
272
296
295
236
194
131
112
56
50
2606
11:00
212
16:00
296
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
169
209
184
220
208
241
238
185
146
105
90
45
37
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/19442
Town: NORTH ATTLEBORO
WB
Start
Time
6/7/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
0
0
0
0
0
0
1
3
8
4
5
5
8
6
9
9
7
11
10
7
7
2
0
2
104
2.6%
08:00
8
17:00
11
16
20
0
0
0
0
0
0
0
0
3
2
0
0
1
1
2
0
0
2
0
0
0
1
0
0
12
0.3%
08:00
3
14:00
2
Page 5
SRPEDD
88 Broadway
Taunton, MA 02780
21
25
0
0
0
0
1
2
3
12
26
3
15
12
9
10
20
12
12
8
6
5
5
6
2
0
169
4.3%
08:00
26
14:00
20
26
30
4
4
1
0
5
19
35
83
91
72
75
74
77
89
89
80
96
104
74
70
54
43
27
15
1281
32.2%
08:00
91
17:00
104
31
35
10
8
3
2
3
30
77
147
132
101
88
101
123
93
118
151
143
157
110
86
73
58
39
26
1879
47.3%
07:00
147
17:00
157
36
40
5
1
0
2
5
20
32
27
36
23
23
21
22
22
21
34
43
39
44
24
20
11
7
5
487
12.3%
08:00
36
18:00
44
41
45
0
0
0
0
0
3
3
5
1
0
0
2
2
0
0
1
6
2
3
5
1
1
1
1
37
0.9%
07:00
5
16:00
6
46
50
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
07:00
1
51
55
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
2
0.1%
03:00
1
22:00
1
56
60
1
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
2
0.1%
00:00
1
Site Code:
Station ID:
CHESTNUT STREET
West of East Washington (Route 1)
Latitude: 0' 0.000 Undefined
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
20
13
4
5
14
74
151
278
297
205
206
216
242
221
259
287
307
323
247
197
160
122
77
49
3974
08:00
297
17:00
323
Pace
Speed
27-36
27-36
24-33
28-37
25-34
27-36
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
26-35
Number
in Pace
15
13
4
4
8
50
112
230
223
173
163
175
200
182
207
231
239
261
184
156
127
101
66
41
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/19442
Town: NORTH ATTLEBORO
WB
Start
Time
6/8/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
0
0
0
0
0
1
3
6
9
3
4
7
8
7
*
*
*
*
*
*
*
*
*
*
48
2.5%
08:00
9
12:00
8
211
2.5%
16
20
1
0
0
0
0
0
0
0
0
1
1
0
0
2
*
*
*
*
*
*
*
*
*
*
5
0.3%
00:00
1
13:00
2
25
0.3%
Page 6
SRPEDD
88 Broadway
Taunton, MA 02780
21
26
25
30
0
4
2
2
0
2
0
1
0
2
1
19
5
39
6
66
14
117
11
64
6
73
6
71
18
78
11
65
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
80
603
4.2%
31.4%
08:00
08:00
14
117
12:00
12:00
18
78
378
2817
4.4%
33.1%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 55 MPH :
Percent of Vehicles > 55 MPH :
Mean Speed(Average) :
31
35
15
2
2
1
8
29
79
145
149
106
97
109
91
74
*
*
*
*
*
*
*
*
*
*
907
47.2%
08:00
149
12:00
91
3930
46.2%
27 MPH
32 MPH
35 MPH
39 MPH
26-35 MPH
6747
79.4%
2
0.0%
31 MPH
36
40
5
0
0
1
2
21
38
41
30
18
27
31
30
14
*
*
*
*
*
*
*
*
*
*
258
13.4%
07:00
41
12:00
30
1048
12.3%
41
45
1
0
1
0
0
0
2
2
3
3
2
4
2
0
*
*
*
*
*
*
*
*
*
*
20
1.0%
11:00
4
12:00
2
87
1.0%
46
50
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
1
0.0%
51
55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
2
0.0%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
2
0.0%
Site Code:
Station ID:
CHESTNUT STREET
West of East Washington (Route 1)
Latitude: 0' 0.000 Undefined
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
Total
26
6
5
3
12
71
166
266
322
206
210
228
227
173
*
*
*
*
*
*
*
*
*
*
1921
08:00
322
12:00
227
8501
Pace
Speed
27-36
23-32
23-32
27-36
28-37
27-36
27-36
26-35
26-35
26-35
26-35
26-35
26-35
26-35
*
*
*
*
*
*
*
*
*
*
Number
in Pace
20
6
4
3
12
50
119
211
266
170
170
180
169
139
*
*
*
*
*
*
*
*
*
*
Page 1
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/23350
Town: NORTH ATTLEBORO
Site Code:
Station ID:
CHESTNUT STREET
East of East Washington Street (Route 1)
Latitude: 0' 0.000 Undefined
EB
Start
Time
6/6/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
*
*
*
*
*
*
*
*
*
*
*
5
6
7
7
5
6
5
9
2
0
1
0
0
53
3.3%
11:00
5
18:00
9
16
20
*
*
*
*
*
*
*
*
*
*
*
10
10
4
8
2
2
4
2
4
2
1
1
0
50
3.1%
11:00
10
12:00
10
21
25
*
*
*
*
*
*
*
*
*
*
*
41
44
23
48
26
29
35
22
27
15
9
11
6
336
20.8%
11:00
41
14:00
48
26
30
*
*
*
*
*
*
*
*
*
*
*
81
54
73
73
69
89
95
76
52
35
29
19
11
756
46.8%
11:00
81
17:00
95
31
35
*
*
*
*
*
*
*
*
*
*
*
31
23
28
33
39
47
62
53
16
16
13
12
9
382
23.7%
11:00
31
17:00
62
36
40
*
*
*
*
*
*
*
*
*
*
*
2
2
2
3
6
1
4
6
4
0
1
1
3
35
2.2%
11:00
2
15:00
6
41
45
*
*
*
*
*
*
*
*
*
*
*
0
0
1
0
0
0
0
2
0
0
0
0
0
3
0.2%
18:00
2
46
50
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
51
55
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
56
60
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
61
65
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
*
*
*
*
*
*
*
*
*
*
*
170
139
138
172
147
174
205
170
105
68
54
44
29
1615
11:00
170
17:00
205
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
21-30
21-30
24-33
21-30
26-35
26-35
26-35
26-35
21-30
22-31
24-33
23-32
25-34
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
122
98
101
121
108
136
157
129
79
51
42
32
21
Page 2
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/23350
Town: NORTH ATTLEBORO
Site Code:
Station ID:
CHESTNUT STREET
East of East Washington Street (Route 1)
Latitude: 0' 0.000 Undefined
EB
Start
Time
6/7/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
0
0
0
2
5
5
0
4
2
2
7
4
10
4
8
8
15
13
4
1
2
0
0
0
96
4.3%
10:00
7
16:00
15
16
20
1
0
0
0
1
2
2
4
6
3
1
6
6
3
3
1
6
2
1
1
0
2
0
1
52
2.3%
08:00
6
12:00
6
21
25
0
0
0
0
0
1
6
40
33
41
30
20
22
23
39
26
20
17
12
17
22
8
4
8
389
17.5%
09:00
41
14:00
39
26
30
10
1
1
0
1
6
29
63
65
49
61
61
66
42
84
73
94
85
64
65
51
39
16
10
1036
46.7%
08:00
65
16:00
94
31
35
4
0
0
0
1
0
15
23
27
28
32
27
45
40
43
45
40
50
62
37
21
18
7
5
570
25.7%
10:00
32
18:00
62
36
40
1
0
0
0
0
2
0
4
2
3
5
4
6
5
5
7
5
10
6
1
3
2
0
0
71
3.2%
10:00
5
17:00
10
41
45
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
2
0
0
0
0
0
0
3
0.1%
17:00
2
46
50
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
51
55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
16
1
1
2
8
16
52
138
135
126
136
122
155
117
182
161
180
179
149
122
99
69
27
24
2217
07:00
138
14:00
182
Pace
Speed
25-34
17-26
17-26
*
*
21-30
26-35
21-30
21-30
21-30
23-32
26-35
26-35
26-35
24-33
26-35
26-35
26-35
26-35
26-35
22-31
26-35
23-32
21-30
Number
in Pace
14
1
1
2
5
7
44
103
98
90
93
88
111
82
127
118
134
135
126
102
74
57
23
18
Page 3
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/23350
Town: NORTH ATTLEBORO
Site Code:
Station ID:
CHESTNUT STREET
East of East Washington Street (Route 1)
Latitude: 0' 0.000 Undefined
EB
Start
Time
6/8/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
0
0
0
0
5
7
0
9
11
4
7
4
11
*
*
*
*
*
*
*
*
*
*
*
58
6.3%
08:00
11
12:00
11
207
4.4%
16
20
1
0
0
0
0
0
3
7
4
2
4
6
7
*
*
*
*
*
*
*
*
*
*
*
34
3.7%
07:00
7
12:00
7
136
2.9%
21
26
25
30
4
3
0
4
0
0
1
1
1
1
2
6
11
26
37
57
41
67
35
49
28
65
33
64
21
68
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
214
411
23.3%
44.7%
08:00
08:00
41
67
12:00
12:00
21
68
939
2203
19.8%
46.4%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 55 MPH :
Percent of Vehicles > 55 MPH :
Mean Speed(Average) :
31
35
5
3
0
1
1
5
13
16
33
24
30
22
28
*
*
*
*
*
*
*
*
*
*
*
181
19.7%
08:00
33
12:00
28
1133
23.8%
22 MPH
28 MPH
33 MPH
35 MPH
26-35 MPH
3336
70.2%
0
0.0%
27 MPH
36
40
0
0
0
0
0
0
0
1
3
3
3
5
6
*
*
*
*
*
*
*
*
*
*
*
21
2.3%
11:00
5
12:00
6
127
2.7%
41
45
0
0
0
0
0
0
0
0
1
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
1
0.1%
08:00
1
46
50
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
7
0.1%
0
0.0%
51
55
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
Total
13
7
0
3
8
20
53
127
160
117
137
134
141
*
*
*
*
*
*
*
*
*
*
*
920
08:00
160
12:00
141
4752
Pace
Speed
26-35
24-33
*
22-31
*
24-33
24-33
21-30
21-30
21-30
23-32
21-30
25-34
*
*
*
*
*
*
*
*
*
*
*
Number
in Pace
8
7
*
3
5
11
40
94
108
84
95
97
96
*
*
*
*
*
*
*
*
*
*
*
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/23350
Town: NORTH ATTLEBORO
WB
Start
Time
6/6/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
*
*
*
*
*
*
*
*
*
*
*
3
3
11
6
8
6
11
5
4
1
1
0
0
59
3.3%
11:00
3
13:00
11
16
20
*
*
*
*
*
*
*
*
*
*
*
7
11
6
13
19
7
5
3
2
3
0
0
1
77
4.4%
11:00
7
15:00
19
Page 4
SRPEDD
88 Broadway
Taunton, MA 02780
21
25
*
*
*
*
*
*
*
*
*
*
*
55
55
41
45
41
36
31
23
23
25
13
5
7
400
22.6%
11:00
55
12:00
55
26
30
*
*
*
*
*
*
*
*
*
*
*
70
66
65
81
103
112
81
66
77
34
20
11
6
792
44.8%
11:00
70
16:00
112
31
35
*
*
*
*
*
*
*
*
*
*
*
34
46
30
29
29
47
55
49
22
14
12
3
7
377
21.3%
11:00
34
17:00
55
36
40
*
*
*
*
*
*
*
*
*
*
*
2
5
4
5
10
13
3
9
4
1
0
0
1
57
3.2%
11:00
2
16:00
13
41
45
*
*
*
*
*
*
*
*
*
*
*
0
0
0
1
0
1
1
1
1
0
0
0
0
5
0.3%
14:00
1
46
50
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
51
55
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
56
60
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Site Code:
Station ID:
CHESTNUT STREET
East of East Washington Street (Route 1)
Latitude: 0' 0.000 Undefined
61
65
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
*
*
*
*
*
*
*
*
*
*
*
171
186
157
180
210
222
187
156
133
78
46
19
22
1767
11:00
171
16:00
222
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
21-30
21-30
21-30
21-30
21-30
26-35
26-35
26-35
23-32
21-30
23-32
21-30
21-30
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
125
121
106
126
144
159
136
115
102
59
35
16
13
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/23350
Town: NORTH ATTLEBORO
WB
Start
Time
6/7/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
0
0
0
0
2
6
2
1
6
6
4
5
9
5
8
4
11
12
4
3
2
2
0
0
92
3.5%
05:00
6
17:00
12
16
20
0
0
0
0
0
2
2
6
3
5
3
7
7
3
5
1
3
2
2
5
4
3
0
0
63
2.4%
11:00
7
12:00
7
Page 5
SRPEDD
88 Broadway
Taunton, MA 02780
21
25
2
1
0
0
2
3
21
15
21
35
32
37
34
24
34
40
59
30
24
24
32
12
6
4
492
18.6%
11:00
37
16:00
59
26
30
5
0
0
0
4
18
37
53
98
77
59
79
81
67
94
90
102
97
73
55
50
25
13
4
1181
44.7%
08:00
98
16:00
102
31
35
2
0
0
2
2
12
26
51
57
33
29
37
51
38
47
71
59
50
47
27
16
10
5
3
675
25.6%
08:00
57
15:00
71
36
40
1
0
0
0
0
4
8
14
16
7
1
3
5
9
8
10
7
9
13
4
5
2
2
0
128
4.8%
08:00
16
18:00
13
41
45
0
0
0
0
0
1
0
3
0
0
0
0
0
2
0
0
0
1
0
1
0
0
0
1
9
0.3%
07:00
3
13:00
2
46
50
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
51
55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Site Code:
Station ID:
CHESTNUT STREET
East of East Washington Street (Route 1)
Latitude: 0' 0.000 Undefined
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
10
1
0
2
10
46
96
143
201
163
128
168
187
148
196
216
241
201
163
119
109
54
26
12
2640
08:00
201
16:00
241
Pace
Speed
23-32
12-21
*
23-32
23-32
26-35
25-34
26-35
26-35
21-30
21-30
23-32
26-35
26-35
26-35
26-35
22-31
26-35
26-35
23-32
21-30
21-30
21-30
22-31
Number
in Pace
9
1
*
2
8
30
63
104
155
112
91
118
132
105
141
161
162
147
120
82
82
37
19
9
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-6/23350
Town: NORTH ATTLEBORO
WB
Start
Time
6/8/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
0
0
0
0
0
5
6
4
3
3
8
3
4
*
*
*
*
*
*
*
*
*
*
*
36
3.1%
10:00
8
12:00
4
187
3.4%
16
20
1
0
0
0
0
2
3
10
4
5
5
8
7
*
*
*
*
*
*
*
*
*
*
*
45
3.9%
07:00
10
12:00
7
185
3.3%
Page 6
SRPEDD
88 Broadway
Taunton, MA 02780
21
26
25
30
2
6
0
0
0
0
0
1
1
4
7
18
15
45
29
53
40
92
37
69
32
61
33
85
36
70
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
232
504
19.9%
43.2%
08:00
08:00
40
92
12:00
12:00
36
70
1124
2477
20.2%
44.4%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 55 MPH :
Percent of Vehicles > 55 MPH :
Mean Speed(Average) :
31
35
1
0
0
1
5
8
37
32
52
34
42
37
46
*
*
*
*
*
*
*
*
*
*
*
295
25.3%
08:00
52
12:00
46
1347
24.2%
23 MPH
28 MPH
33 MPH
35 MPH
26-35 MPH
3824
68.6%
0
0.0%
28 MPH
36
40
0
1
0
0
0
2
5
6
16
4
6
6
8
*
*
*
*
*
*
*
*
*
*
*
54
4.6%
08:00
16
12:00
8
239
4.3%
41
45
0
0
0
0
0
0
1
0
0
0
0
1
0
*
*
*
*
*
*
*
*
*
*
*
2
0.2%
06:00
1
46
50
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
16
0.3%
0
0.0%
51
55
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
Site Code:
Station ID:
CHESTNUT STREET
East of East Washington Street (Route 1)
Latitude: 0' 0.000 Undefined
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
Total
10
1
0
2
10
42
112
134
207
152
154
173
171
*
*
*
*
*
*
*
*
*
*
*
1168
08:00
207
12:00
171
5575
Pace
Speed
22-31
27-36
*
22-31
25-34
24-33
26-35
23-32
26-35
21-30
26-35
23-32
26-35
*
*
*
*
*
*
*
*
*
*
*
Number
in Pace
9
1
*
2
9
28
82
85
144
106
103
122
116
*
*
*
*
*
*
*
*
*
*
*
SRPEDD
88 BROADWAY
TAUNTON, MA 02780
NORTH ATTLEBORO
East Washington (1) @ Chestnut
AGro/MG
CLEAR
Start Time
East Washington (1)
Southbound
Thru
Left
Peds
142
3
0
163
7
0
305
10
0
12:30 PM
12:45 PM
Total
Right
13
4
17
01:00 PM
01:15 PM
01:30 PM
01:45 PM
Total
8
8
6
5
27
151
168
147
183
649
11
5
7
5
28
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
2
2
3
7
14
151
168
156
156
631
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
7
11
4
6
28
Grand Total
Apprch %
Total %
86
3.4
1.3
Groups Printed- Unshifted
Chestnut Street
Westbound
App. Total
Thru
Left
Peds
Right
19
46
0
67
29
15
46
0
72
47
34
92
0
139
76
File Name
Site Code
Start Date
Page No
East Washington (1)
Northbound
Thru
Left
Peds
161
9
0
134
11
0
295
20
0
158
174
332
Right
2
11
13
0
0
0
0
0
170
181
160
193
704
6
1
5
6
18
19
11
7
25
62
36
34
40
35
145
0
0
0
0
0
61
46
52
66
225
45
23
32
29
129
152
166
146
133
597
12
10
11
10
43
5
5
9
8
27
0
1
4
0
5
158
176
172
171
677
6
8
6
11
31
13
11
22
21
67
27
36
34
46
143
0
0
0
0
0
46
55
62
78
241
37
44
45
37
163
188
143
132
185
648
167
194
197
185
743
5
5
4
6
20
1
0
0
0
1
180
210
205
197
792
7
3
7
3
20
14
26
18
21
79
43
35
45
47
170
0
0
0
0
0
64
64
70
71
269
38
43
52
36
169
2328
92.9
33.9
85
3.4
1.2
6
0.2
0.1
2505
82
9.4
1.2
242
27.7
3.5
550
62.9
8
0
0
0
874
537
18.7
7.8
App. Total
36.5
East Washington (1)
Southbound
App. Total
Start Time
Right
Thru
Left
Peds
Peak Hour Analysis From 12:30 PM to 03:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 02:45 PM
8
02:45 PM
7
156
0
171
1
7
167
5
180
03:00 PM
11
210
194
5
0
03:15 PM
197
4
4
0
205
03:30 PM
Total Volume
29
714
22
1
766
% App. Total
3.8
93.2
2.9
0.1
PHF
.659
.906
.688
.250
.912
Right
11
7
3
7
28
10.1
.636
Chestnut Street
Westbound
Thru
Left
Peds
21
14
26
18
79
28.6
.760
46
43
35
45
169
61.2
.918
0
0
0
0
0
0
.000
12.7
App. Total
Right
78
37
38
43
64
64
70
276
.885
52
170
19.1
.817
: NAEWashington@ChestnutMIDDAY
: 00012345
: 8/3/2011
:1
Chestnut Street
Eastbound
Thru
Left
Peds
19
3
0
13
5
0
32
8
0
199
192
391
Right
22
21
43
0
0
0
0
0
209
199
189
172
769
22
22
21
12
77
19
16
18
11
64
2
6
4
2
14
10
5
18
7
40
0
0
0
0
0
235
192
195
229
851
29
17
20
14
80
19
15
9
13
56
165
173
159
158
655
11
8
14
10
43
0
0
0
0
0
214
224
225
204
867
27
19
20
21
87
2195
76.3
32
146
5.1
2.1
0
0
0
2878
287
47.4
4.2
East Washington (1)
Northbound
Thru
Left
Peds
185
165
173
159
682
76.5
.922
7
11
8
14
40
4.5
.714
0
0
0
0
0
0
.000
App. Total
41.9
App. Total
Right
229
14
214
224
225
892
27
.974
19
20
80
41
.741
App. Total
Int. Total
44
39
83
468
477
945
0
0
0
0
0
43
44
43
25
155
483
470
444
456
1853
9
6
10
6
31
0
0
0
0
0
57
38
39
33
167
496
461
468
511
1936
21
22
34
14
91
3
8
7
4
22
1
0
0
0
1
52
49
61
39
201
510
547
561
511
2129
243
40.1
3.5
75
12.4
1.1
1
0.2
0
606
6863
Chestnut Street
Eastbound
Thru
Left
Peds
13
21
22
6
3
0
8
34
7
24
12.3
.750
0
0
1
0.5
.250
90
46.2
.662
1
8.8
App. Total
Int. Total
33
52
49
511
510
547
61
561
195
2129
.799
.949
SRPEDD
88 BROADWAY
TAUNTON, MA 02780
NORTH ATTLEBORO
East Washington (1) @ Chestnut
AGro/MG
CLEAR
File Name
Site Code
Start Date
Page No
: NAEWashington@ChestnutMIDDAY
: 00012345
: 8/3/2011
:2
East Washington (1)
Out
In
Total
734
766
1500
29
714
Right Thru
22
1
Left Peds
24
Left
Unshifted
Left Thru Right Peds
40
682
170
0
963
892
1855
Out
In
Total
East Washington (1)
169
0
Left Peds
1
80
90
Peds Right Thru
Peak Hour Begins at 02:45 PM
Chestnut Street
Out
In
Total
282
276
558
North
28
79
Right Thru
Chestnut Street
Out
In
Total
148
195
343
Peak Hour Data
Page 1
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/12679
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) SB
South of Chestnut Street
Latitude: 0' 0.000 Undefined
SB
Start
Time
6/6/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
*
*
*
*
*
*
*
*
*
*
*
19
10
18
24
18
28
26
10
11
4
2
1
1
172
2.7%
11:00
19
16:00
28
16
20
*
*
*
*
*
*
*
*
*
*
*
4
1
7
0
3
1
1
1
1
2
2
1
0
24
0.4%
11:00
4
13:00
7
21
25
*
*
*
*
*
*
*
*
*
*
*
32
19
14
20
17
15
16
5
3
7
4
2
2
156
2.5%
11:00
32
14:00
20
26
30
*
*
*
*
*
*
*
*
*
*
*
127
97
115
112
86
101
84
51
66
40
29
21
5
934
14.7%
11:00
127
13:00
115
31
35
*
*
*
*
*
*
*
*
*
*
*
197
234
276
287
248
301
307
234
183
140
82
35
15
2539
40.0%
11:00
197
17:00
307
36
40
*
*
*
*
*
*
*
*
*
*
*
130
166
154
153
182
166
197
218
142
117
81
56
24
1786
28.2%
11:00
130
18:00
218
41
45
*
*
*
*
*
*
*
*
*
*
*
39
28
50
39
55
62
58
70
55
62
35
27
21
601
9.5%
11:00
39
18:00
70
46
50
*
*
*
*
*
*
*
*
*
*
*
1
9
6
4
7
9
7
17
14
10
9
6
11
110
1.7%
11:00
1
18:00
17
51
55
*
*
*
*
*
*
*
*
*
*
*
0
0
0
1
3
2
1
5
1
1
1
1
1
17
0.3%
18:00
5
56
60
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
1
0
0
0
0
1
2
0.0%
18:00
1
61
65
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
*
*
*
*
*
*
*
*
*
*
*
549
564
640
640
619
685
697
612
476
383
245
150
81
6341
11:00
549
17:00
697
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
29-38
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
36-45
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
327
400
430
440
430
467
504
452
325
257
163
91
45
Page 2
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/12679
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) SB
South of Chestnut Street
Latitude: 0' 0.000 Undefined
SB
Start
Time
6/7/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
0
0
0
1
0
3
12
24
27
14
17
18
18
20
16
17
21
35
13
14
12
10
4
1
297
2.9%
08:00
27
17:00
35
16
20
0
1
0
0
0
1
1
0
6
3
0
2
2
2
4
4
3
2
2
0
3
2
2
0
40
0.4%
08:00
6
14:00
4
21
25
1
0
0
0
1
2
1
7
4
16
17
17
25
11
29
9
13
7
7
11
8
11
3
2
202
2.0%
10:00
17
14:00
29
26
30
4
1
2
3
0
16
42
62
65
89
99
117
141
86
117
98
70
79
50
65
40
41
13
8
1308
13.0%
11:00
117
12:00
141
31
35
10
8
0
3
3
35
159
285
257
200
209
246
246
213
268
297
281
334
234
197
143
119
64
22
3833
38.1%
07:00
285
17:00
334
36
40
21
8
10
6
21
44
177
233
227
144
124
137
139
177
158
152
186
258
199
162
117
127
62
47
2936
29.2%
07:00
233
17:00
258
41
45
13
10
4
8
9
57
114
118
75
56
54
44
44
51
41
60
70
62
81
61
63
44
40
28
1207
12.0%
07:00
118
18:00
81
46
50
0
1
4
1
4
14
16
25
16
9
5
5
8
12
11
7
17
12
10
14
14
9
7
4
225
2.2%
07:00
25
16:00
17
51
55
2
0
0
0
0
0
0
4
0
1
1
2
0
0
0
0
4
0
1
0
0
0
1
2
18
0.2%
07:00
4
16:00
4
56
60
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
2
0.0%
12:00
1
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
51
29
20
22
38
172
522
758
677
532
526
588
624
572
644
644
666
789
597
524
400
363
196
114
10068
07:00
758
17:00
789
Pace
Speed
34-43
33-42
36-45
34-43
35-44
36-45
31-40
31-40
31-40
31-40
31-40
31-40
26-35
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
34-43
Number
in Pace
34
18
14
14
30
101
336
518
484
344
333
383
387
390
426
449
467
592
433
359
260
246
126
75
Page 3
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/12679
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) SB
South of Chestnut Street
Latitude: 0' 0.000 Undefined
SB
Start
Time
6/8/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
0
0
1
0
2
4
15
26
22
14
16
12
12
20
*
*
*
*
*
*
*
*
*
*
144
2.9%
07:00
26
13:00
20
613
2.9%
16
20
1
0
0
0
0
0
1
2
5
1
3
1
2
3
*
*
*
*
*
*
*
*
*
*
19
0.4%
08:00
5
13:00
3
83
0.4%
21
26
25
30
1
7
0
2
0
1
1
3
1
2
2
8
6
36
7
61
18
58
28
83
13
87
99
13
103
15
16
101
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
121
651
2.4%
13.0%
09:00
11:00
28
99
13:00
12:00
16
103
479
2893
2.2%
13.5%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 55 MPH :
Percent of Vehicles > 55 MPH :
Mean Speed(Average) :
31
35
19
8
3
2
10
43
154
287
285
181
188
250
273
160
*
*
*
*
*
*
*
*
*
*
1863
37.2%
07:00
287
12:00
273
8235
38.5%
29 MPH
35 MPH
40 MPH
44 MPH
31-40 MPH
14408
67.3%
4
0.0%
34 MPH
36
40
23
9
6
5
17
70
187
216
215
145
140
156
158
104
*
*
*
*
*
*
*
*
*
*
1451
29.0%
07:00
216
12:00
158
6173
28.8%
41
45
15
3
1
10
15
53
101
117
74
61
63
38
38
38
*
*
*
*
*
*
*
*
*
*
627
12.5%
07:00
117
12:00
38
2435
11.4%
46
50
4
2
3
1
4
10
20
26
9
18
8
6
3
3
*
*
*
*
*
*
*
*
*
*
117
2.3%
07:00
26
12:00
3
452
2.1%
51
55
0
0
0
0
0
1
3
0
3
1
1
1
0
1
*
*
*
*
*
*
*
*
*
*
11
0.2%
06:00
3
13:00
1
46
0.2%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
4
0.0%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
Total
70
24
15
22
51
191
523
742
689
532
519
576
604
446
*
*
*
*
*
*
*
*
*
*
5004
07:00
742
12:00
604
21413
Pace
Speed
31-40
30-39
30-39
36-45
36-45
36-45
31-40
31-40
31-40
31-40
31-40
31-40
31-40
30-39
*
*
*
*
*
*
*
*
*
*
Number
in Pace
42
17
9
15
32
123
341
503
500
326
328
406
431
265
*
*
*
*
*
*
*
*
*
*
Page 1
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/21898
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) SB
North of Chestnut Street
Latitude: 0' 0.000 Undefined
SB
Start
Time
6/6/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
*
*
*
*
*
*
*
*
*
*
*
*
23
26
49
32
25
41
24
9
6
3
1
0
239
3.2%
16
20
*
*
*
*
*
*
*
*
*
*
*
*
28
18
21
24
22
28
9
6
3
2
1
1
163
2.2%
21
25
*
*
*
*
*
*
*
*
*
*
*
*
50
84
77
81
101
99
41
27
11
14
4
2
591
7.9%
26
30
*
*
*
*
*
*
*
*
*
*
*
*
136
171
168
120
163
162
103
93
79
43
20
3
1261
16.9%
31
35
*
*
*
*
*
*
*
*
*
*
*
*
261
251
281
257
282
314
270
198
161
115
69
41
2500
33.6%
36
40
*
*
*
*
*
*
*
*
*
*
*
*
186
190
178
209
201
214
244
194
153
101
67
40
1977
26.6%
41
45
*
*
*
*
*
*
*
*
*
*
*
*
45
47
44
63
61
48
82
75
52
41
32
20
610
8.2%
46
50
*
*
*
*
*
*
*
*
*
*
*
*
3
6
5
8
11
6
12
15
7
7
4
8
92
1.2%
51
55
*
*
*
*
*
*
*
*
*
*
*
*
0
1
0
1
1
1
0
0
1
2
0
1
8
0.1%
56
60
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
1
0
0
0
0
1
0.0%
14:00
49
12:00
28
16:00
101
13:00
171
17:00
314
18:00
244
18:00
82
19:00
15
21:00
2
19:00
1
61
65
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
*
*
*
*
*
*
*
*
*
*
*
*
732
794
823
795
867
913
785
618
473
328
198
116
7442
17:00
913
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
*
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
*
447
441
459
466
483
528
514
392
314
216
136
81
Page 2
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/21898
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) SB
North of Chestnut Street
Latitude: 0' 0.000 Undefined
SB
Start
Time
6/7/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
0
0
0
0
0
2
11
25
21
13
14
12
21
22
33
32
18
73
19
4
10
5
4
0
339
2.7%
07:00
25
17:00
73
16
20
0
1
0
0
2
2
9
18
7
12
14
18
22
22
21
31
44
24
18
5
7
2
2
0
281
2.2%
07:00
18
16:00
44
21
25
1
2
2
1
0
7
22
78
47
41
47
55
62
43
77
73
75
77
36
22
10
9
0
3
790
6.3%
07:00
78
14:00
77
26
30
2
1
0
2
0
17
61
166
138
101
135
134
159
109
149
155
166
180
105
90
64
48
13
8
2003
15.9%
07:00
166
17:00
180
31
35
13
13
2
4
8
52
193
364
294
225
220
279
275
258
265
255
265
326
272
226
180
176
88
49
4302
34.1%
07:00
364
17:00
326
36
40
33
12
13
12
24
91
235
255
259
209
180
175
180
196
191
205
199
231
238
230
170
147
87
79
3651
28.9%
08:00
259
18:00
238
41
45
10
7
7
6
4
46
96
74
90
53
44
41
47
59
47
65
69
64
71
82
52
30
34
17
1115
8.8%
06:00
96
19:00
82
46
50
1
1
3
0
3
6
9
10
10
6
6
5
7
9
6
2
6
4
8
11
9
4
6
2
134
1.1%
07:00
10
19:00
11
51
55
1
0
0
0
0
0
1
4
0
1
1
0
0
0
0
0
1
0
2
0
0
0
0
0
11
0.1%
07:00
4
18:00
2
56
60
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0.0%
02:00
1
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
61
37
28
25
41
224
637
994
866
661
661
719
773
718
789
818
843
979
769
670
502
421
234
158
12628
07:00
994
17:00
979
Pace
Speed
31-40
31-40
34-43
32-41
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
Number
in Pace
46
25
20
18
32
143
428
619
553
434
400
454
455
454
456
460
464
557
510
456
350
323
175
128
Page 3
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/21898
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) SB
North of Chestnut Street
Latitude: 0' 0.000 Undefined
SB
Start
Time
6/8/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
0
0
0
0
0
3
10
33
35
12
11
27
29
21
*
*
*
*
*
*
*
*
*
*
181
2.9%
08:00
35
12:00
29
759
2.9%
16
20
0
0
0
0
0
3
7
34
29
11
12
22
18
18
*
*
*
*
*
*
*
*
*
*
154
2.5%
07:00
34
12:00
18
598
2.3%
21
26
25
30
1
3
1
2
0
0
0
4
0
2
9
13
23
62
67
145
171
67
28
119
35
82
48
128
150
51
54
96
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
384
977
6.2%
15.7%
07:00
08:00
67
171
13:00
12:00
54
150
1765
4241
6.7%
16.1%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 55 MPH :
Percent of Vehicles > 55 MPH :
Mean Speed(Average) :
31
35
22
11
8
3
15
61
176
307
270
208
276
255
261
208
*
*
*
*
*
*
*
*
*
*
2081
33.4%
07:00
307
12:00
261
8883
33.8%
26 MPH
34 MPH
40 MPH
43 MPH
31-40 MPH
16312
62.0%
3
0.0%
33 MPH
36
40
44
13
3
10
22
118
256
260
210
199
187
183
170
126
*
*
*
*
*
*
*
*
*
*
1801
28.9%
07:00
260
12:00
170
7429
28.3%
41
45
11
5
2
5
11
38
100
89
68
61
42
48
52
38
*
*
*
*
*
*
*
*
*
*
570
9.2%
06:00
100
12:00
52
2295
8.7%
46
50
4
0
2
1
4
3
12
10
6
7
3
7
7
3
*
*
*
*
*
*
*
*
*
*
69
1.1%
06:00
12
12:00
7
295
1.1%
51
55
0
0
0
0
0
1
1
0
1
1
0
1
1
0
*
*
*
*
*
*
*
*
*
*
6
0.1%
05:00
1
12:00
1
25
0.1%
56
60
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
3
0.0%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
Total
85
32
15
23
54
249
647
945
857
646
648
719
739
564
*
*
*
*
*
*
*
*
*
*
6223
07:00
945
12:00
739
26293
Pace
Speed
31-40
31-40
29-38
33-42
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
*
*
*
*
*
*
*
*
*
*
Number
in Pace
66
24
11
15
37
179
432
567
480
407
463
438
431
334
*
*
*
*
*
*
*
*
*
*
Page 1
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/12680
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) NB
South of Chestnut Street
Latitude: 0' 0.000 Undefined
NB
Start
Time
6/6/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
*
*
*
*
*
*
*
*
*
*
*
*
30
38
48
52
77
90
44
26
4
3
3
4
419
6.8%
16
20
*
*
*
*
*
*
*
*
*
*
*
*
31
22
42
50
52
50
27
22
0
0
0
0
296
4.8%
21
25
*
*
*
*
*
*
*
*
*
*
*
*
56
59
76
70
92
61
59
34
15
2
1
0
525
8.5%
26
30
*
*
*
*
*
*
*
*
*
*
*
*
88
97
130
121
130
117
127
65
59
18
16
4
972
15.7%
31
35
*
*
*
*
*
*
*
*
*
*
*
*
174
173
170
173
158
173
176
137
113
83
38
19
1587
25.6%
36
40
*
*
*
*
*
*
*
*
*
*
*
*
143
142
140
140
118
134
162
133
119
99
71
38
1439
23.2%
41
45
*
*
*
*
*
*
*
*
*
*
*
*
64
65
58
73
68
81
70
64
47
54
47
48
739
11.9%
46
50
*
*
*
*
*
*
*
*
*
*
*
*
11
15
16
12
12
22
13
21
14
18
17
17
188
3.0%
51
55
*
*
*
*
*
*
*
*
*
*
*
*
0
1
3
2
2
5
4
1
4
2
6
2
32
0.5%
56
60
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
1
0
1
0
0
0
0
2
0.0%
17:00
90
16:00
52
16:00
92
14:00
130
18:00
176
18:00
162
17:00
81
17:00
22
22:00
6
17:00
1
61
65
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
66
70
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
*
*
*
*
*
*
*
*
*
*
*
*
597
612
683
693
709
734
682
504
375
279
199
132
6199
17:00
734
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
*
31-40
31-40
31-40
31-40
26-35
31-40
31-40
31-40
31-40
31-40
36-45
36-45
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
*
317
315
310
313
288
307
338
270
232
182
118
86
Page 2
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/12680
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) NB
South of Chestnut Street
Latitude: 0' 0.000 Undefined
NB
Start
Time
6/7/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
0
0
0
0
0
1
4
31
12
22
31
35
43
40
71
90
66
83
79
30
22
7
3
2
672
7.3%
11:00
35
15:00
90
16
20
0
0
0
0
0
0
1
15
8
20
18
27
41
28
47
54
37
47
49
10
4
1
0
0
407
4.4%
11:00
27
15:00
54
21
25
0
0
0
0
0
1
5
23
22
30
43
56
56
41
60
87
75
71
52
37
29
6
0
1
695
7.5%
11:00
56
15:00
87
26
30
0
0
0
1
0
4
13
39
56
78
93
110
123
103
114
117
106
102
95
95
60
25
8
2
1344
14.5%
11:00
110
12:00
123
31
35
3
4
1
3
2
9
38
100
118
128
164
171
131
145
145
124
156
171
143
156
116
85
30
14
2157
23.3%
11:00
171
17:00
171
36
40
21
12
6
5
4
15
50
89
135
132
129
139
113
149
142
121
143
153
146
145
143
104
71
36
2203
23.8%
11:00
139
17:00
153
41
45
21
13
3
0
1
12
46
57
69
51
63
69
72
77
62
50
84
75
80
107
63
65
39
44
1223
13.2%
08:00
69
19:00
107
46
50
10
4
2
0
2
6
16
29
35
11
11
14
20
26
17
24
35
34
30
34
17
33
27
26
463
5.0%
08:00
35
16:00
35
51
55
4
1
1
2
0
1
0
7
4
2
3
2
4
6
1
5
3
9
2
2
5
6
2
5
77
0.8%
07:00
7
17:00
9
56
60
2
0
0
0
0
0
0
0
1
0
0
0
2
2
0
1
0
2
0
1
2
0
0
0
13
0.1%
00:00
2
12:00
2
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
1
0
0
1
4
0.0%
14:00
2
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
61
34
13
11
9
49
173
390
460
474
555
623
605
617
661
673
705
747
676
617
462
332
180
131
9258
11:00
623
17:00
747
Pace
Speed
36-45
36-45
34-43
30-39
30-39
33-42
36-45
31-40
31-40
31-40
31-40
31-40
26-35
31-40
31-40
29-38
31-40
31-40
31-40
31-40
31-40
31-40
36-45
36-45
Number
in Pace
42
25
10
8
6
27
96
189
253
260
293
310
254
294
287
245
299
324
289
301
259
189
110
80
Page 3
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/12680
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) NB
South of Chestnut Street
Latitude: 0' 0.000 Undefined
NB
Start
Time
6/8/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
0
0
0
0
0
0
3
14
28
28
29
48
38
25
*
*
*
*
*
*
*
*
*
*
213
5.4%
11:00
48
12:00
38
1304
6.7%
16
20
0
0
0
0
0
0
0
6
10
20
21
16
25
16
*
*
*
*
*
*
*
*
*
*
114
2.9%
10:00
21
12:00
25
817
4.2%
21
26
25
30
0
2
0
0
0
0
0
0
0
0
1
4
3
9
12
32
21
57
35
51
72
38
54
71
51
94
21
78
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
236
470
6.0%
12.0%
11:00
10:00
54
72
12:00
12:00
51
94
1456
2786
7.5%
14.4%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 55 MPH :
Percent of Vehicles > 55 MPH :
Mean Speed(Average) :
31
35
12
4
5
2
2
9
37
77
93
119
132
151
146
113
*
*
*
*
*
*
*
*
*
*
902
23.1%
11:00
151
12:00
146
4646
24.0%
23 MPH
34 MPH
42 MPH
46 MPH
31-40 MPH
9289
48.0%
26
0.1%
33 MPH
36
40
18
19
8
4
5
19
57
106
123
136
140
108
146
112
*
*
*
*
*
*
*
*
*
*
1001
25.6%
10:00
140
12:00
146
4643
24.0%
41
45
21
16
4
8
5
17
42
79
82
82
73
71
87
60
*
*
*
*
*
*
*
*
*
*
647
16.5%
08:00
82
12:00
87
2609
13.5%
46
50
12
10
1
1
2
3
20
39
30
24
29
23
25
27
*
*
*
*
*
*
*
*
*
*
246
6.3%
07:00
39
13:00
27
897
4.6%
51
55
4
1
4
3
1
2
10
11
6
5
5
7
8
7
*
*
*
*
*
*
*
*
*
*
74
1.9%
07:00
11
12:00
8
183
0.9%
56
60
0
0
0
0
0
0
0
1
2
2
0
0
0
1
*
*
*
*
*
*
*
*
*
*
6
0.2%
08:00
2
13:00
1
21
0.1%
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
4
0.0%
66
70
1
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
1
0.0%
00:00
1
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
1
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
Total
70
50
22
18
15
55
181
377
452
502
539
549
620
460
*
*
*
*
*
*
*
*
*
*
3910
11:00
549
12:00
620
19367
Pace
Speed
36-45
36-45
31-40
34-43
34-43
36-45
34-43
34-43
31-40
31-40
31-40
31-40
31-40
31-40
*
*
*
*
*
*
*
*
*
*
Number
in Pace
39
35
13
12
10
36
99
186
216
255
272
259
292
225
*
*
*
*
*
*
*
*
*
*
Page 1
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/22465
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) NB
North of Chestnut
Latitude: 0' 0.000 Undefined
NB
Start
Time
6/6/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
*
*
*
*
*
*
*
*
*
*
*
*
33
39
31
42
44
53
37
24
13
5
2
4
327
3.9%
16
20
*
*
*
*
*
*
*
*
*
*
*
*
35
22
25
38
47
39
25
17
2
1
0
0
251
3.0%
21
25
*
*
*
*
*
*
*
*
*
*
*
*
18
17
21
26
35
34
20
17
1
2
1
0
192
2.3%
26
30
*
*
*
*
*
*
*
*
*
*
*
*
80
47
78
60
79
73
53
44
24
6
9
2
555
6.6%
31
35
*
*
*
*
*
*
*
*
*
*
*
*
241
227
255
266
252
310
247
179
139
80
28
22
2246
26.7%
36
40
*
*
*
*
*
*
*
*
*
*
*
*
261
273
322
373
385
375
344
249
172
158
79
54
3045
36.1%
41
45
*
*
*
*
*
*
*
*
*
*
*
*
112
140
140
128
154
161
167
138
101
71
79
56
1447
17.2%
46
50
*
*
*
*
*
*
*
*
*
*
*
*
31
24
22
49
46
32
27
29
19
14
21
16
330
3.9%
51
55
*
*
*
*
*
*
*
*
*
*
*
*
2
1
2
4
4
2
5
2
2
3
2
2
31
0.4%
56
60
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
1
0
0
0
0
0
0
0
1
0.0%
61
65
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
1
0
0
1
0
0
2
0.0%
17:00
53
16:00
47
16:00
35
12:00
80
17:00
310
16:00
385
18:00
167
15:00
49
18:00
5
16:00
1
18:00
1
66
70
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
*
*
*
*
*
*
*
*
*
*
*
*
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
*
*
*
*
*
*
*
*
*
*
*
*
813
790
896
986
1047
1079
926
699
473
341
221
156
8427
17:00
1079
Pace
Speed
*
*
*
*
*
*
*
*
*
*
*
*
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
36-45
36-45
Number
in Pace
*
*
*
*
*
*
*
*
*
*
*
*
502
500
577
639
637
685
591
428
311
238
158
110
Page 2
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/22465
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) NB
North of Chestnut
Latitude: 0' 0.000 Undefined
NB
Start
Time
6/7/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
0
0
0
0
0
3
10
30
23
32
38
30
41
39
62
48
56
40
50
21
14
4
2
1
544
4.3%
10:00
38
14:00
62
16
20
0
0
1
0
0
4
11
22
26
28
23
30
31
35
56
32
33
46
24
24
4
3
1
0
434
3.5%
11:00
30
14:00
56
21
25
1
1
1
0
1
5
3
8
16
30
26
29
33
39
26
23
34
27
24
16
1
2
2
0
348
2.8%
09:00
30
13:00
39
26
30
1
1
0
0
1
4
13
25
32
51
65
74
85
64
77
114
104
89
58
55
45
19
12
4
993
7.9%
11:00
74
15:00
114
31
35
4
3
7
1
3
11
37
72
118
176
170
223
212
200
228
319
299
303
271
205
166
100
49
27
3204
25.5%
11:00
223
15:00
319
36
40
30
18
4
2
7
37
66
146
209
210
265
283
242
246
259
351
372
363
369
286
221
162
79
58
4285
34.1%
11:00
283
16:00
372
41
45
25
10
5
6
3
16
70
139
131
106
113
125
105
126
134
143
137
157
157
143
111
77
52
49
2140
17.0%
07:00
139
17:00
157
46
50
8
5
0
1
2
7
30
58
40
19
26
28
13
36
32
33
25
36
30
36
16
19
11
11
522
4.2%
07:00
58
13:00
36
51
55
5
0
1
1
1
0
5
11
8
4
2
3
5
2
9
4
4
8
1
3
4
1
2
1
85
0.7%
07:00
11
14:00
9
56
60
0
0
0
0
0
0
1
2
0
0
0
1
0
0
2
0
0
1
1
0
1
0
0
1
10
0.1%
07:00
2
14:00
2
61
65
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
08:00
1
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Total
74
38
19
11
18
87
246
513
604
656
728
826
767
787
885
1067
1064
1070
985
789
583
387
210
152
12566
11:00
826
17:00
1070
Pace
Speed
36-45
36-45
31-40
35-44
33-42
35-44
36-45
36-45
36-45
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
31-40
33-42
36-45
Number
in Pace
55
28
11
8
12
53
136
285
340
386
435
506
454
446
487
670
671
666
640
491
387
262
131
107
Page 3
SRPEDD
88 Broadway
Taunton, MA 02780
Weather: SUNNY
Counted by: CC/AGri/AGro/MG
F.C./Counter#: U-5/22465
Town: NORTH ATTLEBORO
Site Code:
Station ID:
E. WASHINGTON (1) NB
North of Chestnut
Latitude: 0' 0.000 Undefined
NB
Start
Time
6/8/11
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
1
0
0
1
4
10
10
16
33
29
30
37
28
*
*
*
*
*
*
*
*
*
*
*
199
4.3%
11:00
37
12:00
28
1070
4.2%
16
20
0
0
0
0
1
9
10
27
30
22
38
25
35
*
*
*
*
*
*
*
*
*
*
*
197
4.3%
10:00
38
12:00
35
882
3.4%
21
26
25
30
0
3
0
2
0
1
0
0
0
1
1
2
3
5
8
21
5
44
16
46
32
68
89
24
17
49
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
106
331
2.3%
7.2%
10:00
11:00
32
89
12:00
12:00
17
49
646
1879
2.5%
7.3%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 55 MPH :
Percent of Vehicles > 55 MPH :
Mean Speed(Average) :
31
35
17
8
3
3
5
23
46
97
121
188
215
248
222
*
*
*
*
*
*
*
*
*
*
*
1196
26.0%
11:00
248
12:00
222
6646
26.0%
29 MPH
36 MPH
43 MPH
45 MPH
31-40 MPH
15514
60.6%
19
0.1%
35 MPH
36
40
26
28
7
2
6
35
94
153
212
229
229
251
266
*
*
*
*
*
*
*
*
*
*
*
1538
33.5%
11:00
251
12:00
266
8868
34.7%
41
45
23
10
5
8
5
17
71
106
116
97
86
93
126
*
*
*
*
*
*
*
*
*
*
*
763
16.6%
08:00
116
12:00
126
4350
17.0%
46
50
8
1
5
7
2
6
23
38
32
26
35
17
22
*
*
*
*
*
*
*
*
*
*
*
222
4.8%
07:00
38
12:00
22
1074
4.2%
51
55
3
2
0
0
0
0
2
5
4
4
3
6
7
*
*
*
*
*
*
*
*
*
*
*
36
0.8%
11:00
6
12:00
7
152
0.6%
56
60
1
0
0
0
0
0
0
0
2
2
0
0
0
*
*
*
*
*
*
*
*
*
*
*
5
0.1%
08:00
2
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
16
0.1%
3
0.0%
66
70
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
71
75
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
76
999
0
0
0
0
0
0
0
0
0
0
0
0
0
*
*
*
*
*
*
*
*
*
*
*
0
0.0%
0
0.0%
Total
82
51
21
21
24
103
264
471
599
659
736
790
772
*
*
*
*
*
*
*
*
*
*
*
4593
11:00
790
12:00
772
25586
Pace
Speed
34-43
33-42
33-42
39-48
30-39
31-40
36-45
36-45
31-40
31-40
31-40
31-40
31-40
*
*
*
*
*
*
*
*
*
*
*
Number
in Pace
49
38
12
15
11
58
165
259
333
417
444
499
488
*
*
*
*
*
*
*
*
*
*
*