ROAD SAFETY AUDIT
Granby Rd. (U.S. Route 202) at Lyman St./Willimansett St.
MassDOT Project #607735
Town of South Hadley
August 5, 2015
Prepared For:
MassDOT Highway Division
Prepared By:
Nitsch Engineering
2 Center Plaza, Suite 430
Boston, MA 02108
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Table of Contents
Project Data ................................................................................................................................. 1
Background ................................................................................................................................. 2
Project Location and Description .............................................................................................. 2
Audit Observations ..................................................................................................................... 5
Potential Safety Enhancements ............................................................................................... 10
Summary of Road Safety Audit ............................................................................................... 11
List of Tables
Table 1. Participating Audit Team Members ............................................................................................. 1
Table 2. Time Frame and Costs Breakdown ............................................................................................ 11
Table 3. Potential Safety Enhancement Summary – Granby Rd. (U.S. Route 202) at Lyman
St./Willimansett St. (Route 33) ................................................................................................. 12
List of Figures
Figure 1: Locus Map ............................................................................................................................... 3
Figure 2: Study Location ........................................................................................................................ 4
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: Pioneer Valley Planning Commission Study
Appendix F: Road Safety Audit References
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Project Data
A Road Safety Audit (RSA) for the intersection of Granby Road (U.S. Route 202) at Lyman
Street/Willimansett Street in South Hadley occurred on Wednesday, July 15, 2015 in South Hadley, MA.
As indicated in Table 1, the Audit Team consisted of representatives from the Town of South Hadley,
MassDOT Traffic Engineering & Safety, MassDOT District 2, and the Pioneer Valley Planning
Commission (PVPC). The Audit Team observed operations with respect to safety at the study intersection
and this report documents the 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
Steve Farr
Jane Davis
Jeff Bandini
Luke Hayes
Francis Tainter
Kevin Chiang
Steve Parentela
Michael Sullivan
Richard Harris
Jim Reidy
Gary Roux
Agency/Affiliation
Nitsch Engineering
Nitsch Engineering
Nitsch Engineering
MassDOT District 2
MassDOT District 2
MassDOT Boston Traffic Operations
South Hadley Police Department, Lieutenant
South Hadley Town Administrator
South Hadley Town Planner
South Hadley DPW Superintendent
Pioneer Valley Planning Commission
Page 1
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Background
The RSA is one of the first steps in the 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 short-term 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. The intersection is in a predominately residential
area. The Plains Elementary school is located in the northwest quadrant of the intersection and the southeast
quadrant is currently vacant unoccupied land. An aerial map of the study location of Granby Road (U.S.
Route 202) at Lyman Street/Willimansett Street is shown in Figure 2.
Granby Road (U.S. Route 202) in South Hadley is classified as an urban principal arterial that runs in an
east-west direction through the project area.
Because of the intersection orientation within the project
area, Route 202 south is oriented to the west and Route 202 north is orientated to the east. Granby Road is
maintained by MassDOT. Granby Road has a posted speed limit of 30mph approaching the intersection in
both directions.
Lyman Street/Willimansett Street in South Hadley is classified as an urban principal arterial that runs in a
north-south direction through the project area. There are no posted speed limits on either Willimansett
Street or Lyman Street approaching the intersection. In the absence of a specific speed zone regulation, the
speed limit for Willimansett Street and Lyman Street in accordance with Massachusetts General Laws,
Chapter 90, Section 17 would be 40 mph and 30 mph respectively. Lyman Street and Willimansett Street
are maintained by the Town of South Hadley.
Nitsch Engineering evaluated the last three years of available crash data (2010 – 2012) from MassDOT to
establish a crash rate at the intersection to compare to the MassDOT signalized intersection average of 0.80
per Million Entering Vehicles (MEV) Statewide and 0.82 per MEV for MassDOT District 21. For the threeyear period 2010-2012, a total of 29 crashes were documented, yielding a crash rate of 1.46 per MEV,
which is above both the Statewide and District 2 averages.
1
2010 Average Crash Rates, per Million Entering Vehicles by Intersection Type, MassDOT, Highway Division
Page 2
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Figure 1: Locus Map
Road Safety Audit
Granby Rd (US Route 202) at Lyman St /
Willimansett St (Route 33)
South Hadley, MA
Data Source: MassGIS
Nitsch Project #9720.5
Page 3
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Figure 2: Study Location
Road Safety Audit
Granby Rd (US Route 202) at Lyman St /
Willimansett St (Route 33)
South Hadley, MA
Data Source: MassGIS
Nitsch Project #9720.5
Page 4
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Audit Observations
Based on a summary of the existing crash information and site visit, audit participants identified the
following safety issues that are summarized below:

Intersection Geometry and Visibility:
o
The turning signals for each approach are post-mounted within the median islands, making
them more susceptible to being struck by a vehicle. For the crosswalk on the Granby Road
westbound approach, the median signal post blocks the far side pedestrian indication.
The median signal post is a hazard to vehicles
traversing the intersection
o
Backplates are not mounted on the any of the signal heads, which aid in visibility against
the adjacent background.
o
The traffic signals are mounted on aluminum mast arms, which are no longer used by
MassDOT. The Lyman Street southbound approach mast arm does not extend far enough
out over the intersection, causing the signal indications to be difficult to observe for
motorists at the approach.
The locations of the signals may cause difficulty for
motorists observing the signal indications
Page 5
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
o

There is no signal advanced warning sign along the horizontal curve approaching the
intersection from Willimansett Street (Route 33) northbound.
Access Management:
o
Old Lyman Road intersects Willimanett Street approximately 400 feet south of the project
intersection. The proximity of Old Lyman Road affects the safety at the project intersection
due to the following:

Right-turns from Old Lyman Road westbound onto Willimansett Street (Route 33)
northbound may interrupt northbound traffic flow on Willimansett Street,
particularly if motorists are directed for the left-turn only or through only approach
lanes, as these vehicles create a necessary weaving maneuver with vehicles bound
for the northbound right-turn lane.

Left-turns from Old Lyman Road westbound onto Willimansett Street (Route 33)
southbound need to cross three lanes of northbound traffic, merge into two lanes
of southbound traffic, and contend with southbound left-turning vehicles onto Old
Lyman Road eastbound, creating several conflict points. This may be the cause of
rear-ends as traffic slows or stops suddenly to avoid these vehicles.
Vehicles exiting Old Lyman Road disrupt traffic flow on both
Willimansett Street northbound and southbound, causing
vehicles to slow down or stop for vehicles entering and exiting
Old Lyman Road
o
Members of the Town of South Hadley indicated Old Lyman Road consists of a relatively
high quantity of heavy vehicle/truck traffic. Commercial vehicles are excluded from Old
Lyman Road from 7:00 PM to 7:00 AM.
o
A traffic study for the intersection of Willimansett Street (Route 33) at Old Lyman Road
was completed by the Pioneer Valley Planning Commission (PVPC) in August 2007. The
study indicated the intersection meets several warrants for the installation of a traffic signal
system. However, installation of a traffic signal was not recommended at the time due to
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Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
the intersection operating at acceptable levels of service (LOS) and the proximity to the
project intersection, mentioning installation of a traffic would require signal timing
coordination with the project intersection. A copy of the traffic study is included in the
Appendix.
o

Members of the Town of South Hadley indicated that a new Plains School building, located
on the northwest corner of the intersection, will be operational for the 2015-2016 school
year. The existing Plains School building, also located on the northwest corner of the
intersection, will be demolished. The opening of the new school will create a new traffic
pattern in which school pick-up/drop-off vehicles will access and egress the school via
Lyman Street (Route 33), north of the intersection.
Intersection Queuing and Lane Designation:
o
Due to the high quantity of Granby Road (U.S. 202) southbound left-turn volumes, queued
vehicles may block the progression of through traffic. To circumvent this, vehicles
frequently travel over and queue onto the painted island at the approach. Furthermore,
when approaching the intersection desiring to make a left-turn during the protected leftturn phase, vehicles frequently accelerate to reach the back of queue to increase the
probability of passing through the intersection during the current signal phase.
The southbound left-turn vehicles frequently queue into the
through lane blocking traffic. Motorists approaching or
queued at the intersection have been observed traveling over
and queuing onto the painted island.
o
Through vehicles traveling along Granby Road (U.S. 202) northbound were observed using
mostly the through-only (middle) lane, where the right-most lane is designated as a shared
through/right-turn lane. Audit participants observed that when traffic in the through only
lane is congested and the shared through/right-turn lane is underutilized, vehicles may use
the shared through/right-lane as a passing lane to travel through the intersection at a high
rate of speed. The lack of two receiving lanes and proper downstream merging taper may
deter drivers from using the shared through/right-turn lane to travel through at the
northbound approach.
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Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
The lack of two northbound receiving lanes and
proper downstream merging taper may deter drivers
from using the shared through/right-turn to travel
through the intersection.
o
As vehicles approach the intersection along Willimansett Street (Route 33) northbound,
the roadway widens from two general purpose lanes to accommodate a left-turn only lane,
a through only lane, and a right-turn only lane at the intersection. The left-most general
purpose lane aligns with the through-only lane at the intersection and the right-most general
purpose lane aligns with the right-turn only lane at the intersection. Vehicles traveling in
the right-most general purpose lane bound for Route 33 northbound were observed merging
leftward towards the through lane, as to not incorrectly end up in the right-turn only lane.
This merge can be problematic if not executed well in advance, and/or in times of high
traffic congestion, as a merging vehicle could easily block traffic bound for the right-turn
only lane. Audit participants noticed that there are only two small lane designation signs
approaching the intersection and they are both located within 500 feet of the intersection,
which does not appear to provide enough time for drivers to react prior to reaching the
intersection queue. This may contribute to excessive delay and lead to driver frustration.
The right-most lane on Willimansett Street northbound approach
becomes a right-turn only lane at the intersection, which may create
a last-second weave by vehicles attempting to travel or queue within
the correct lane assignment.
Page 8
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
o


Pedestrian Accessibility:
o
Some of the pedestrian push buttons at the intersection are new, but several are old and not
compliant with current standards.
o
The pedestrian signal indications do not contain countdown displays.
Bicycle Accessibility:
o

Bicycle accommodation is not present at the intersection.
Emergency Vehicle Pre-emption:
o

The traffic queue of the through movement at the northbound Willimansett Street (Route
33) approach can block progression of the vehicles that desire to access the left-turn lane
to turn left onto Granby Road (U.S. 202) southbound. Audit participants noted that
vehicles frequently travel over the median island to circumvent the existing queue in the
through only lane to access the left-turn only lane.
Emergency vehicle pre-emption is not present at the intersection.
Future Development:
o
The Town of South Hadley mentioned it planned on applying for a MassWorks
Infrastructure Program Grant for improvements to Granby Road (U.S. 202) east of the
intersection for Fiscal Year 2016.
o
Land on the southeast corner of the intersection was recently purchased and may be
developed as a retail parcel.
o
The Town of South Hadley is selling the land to the south of the existing Plains School
along the west side of Granby Road (U.S. 202).
Page 9
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Potential Safety Enhancements
Following review of crash data and traffic counts and a discussion of potential safety issues, audit
participants recommend the following.

Reconstruct the existing traffic signal system with new steel mast arms with overhead turning signal
indications and backplates.

Replace existing pedestrian signals with heads that include pedestrian countdown displays, and
furnish push buttons and signage that meet current standards.

Install advance signal ahead warning sign south of the intersection on Willimansett Street (Route
33) to alert drivers approaching the intersection prior to the roadway horizontal curve.

Mount advanced warning signage giving lane indications well in advance of intersections to limit
vehicle merging close to the intersection and to prevent underutilization of shared lanes.

Examine restricting left-turning movements from Old Lyman Road onto Willimansett Street (Route
33) southbound.

Lengthen the left-turn vehicle queuing storage approaching the intersection at Willimansett Street
(Route 33) northbound and Granby Road (U.S. 202) southbound.

Reconstruct the curb line along Granby Road (U.S. Route 202) northbound departing the
intersection to include two receiving lanes and to lengthen the taper and merge area.

Widen the intersection shoulders to accommodate bicycle travel.

Install an emergency vehicle pre-emption system.
Page 10
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Summary of Road Safety Audit
MassDOT has retained Nitsch Engineering to prepare this Road Safety Audit (RSA) for the Granby Road
(U.S. Route 202) at Lyman Street/Willimansett Street intersection.
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 Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street in Table 3.
Page 11
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Table 3. Potential Safety Enhancement Summary – Granby Rd. (U.S. Route 202) at Lyman St./Willimansett St.
(Route 33)
Safety Issue
Safety Enhancement
Intersection
Geometry and
Visibility
Reconstruct the traffic signal system with overhead turn signals
on steel mast arms. Use supplemental signals on mast arm
poles and where appropriate. Furnish backplates for each signal
indication
Mount advanced warning signage given lane indications well in
advance of intersections to limit vehicle merging close to the
intersection and to prevent underutilization of shared lanes
Access Management
Safety
Payoff
Time
Frame
Cost
Responsible
Agency
High
Long-term
High
MassDOT
Medium
Short-term
Low
MassDOT
Examine restricting left-turning movements from Old Lyman Road
onto Willimansett Street (Route 33) southbound
Low
Short-term
Low
Town of South
Hadley
Intersection Queuing
and Lane
Designation
Lengthen the left-turn vehicle queuing space approaching the
intersection at Willimansett Street (Route 33) northbound and
Granby Road (U.S. 202) southbound
High
Mid-term
Medium
MassDOT
Intersection Queuing
and Lane
Designation
Widen the roadway on Granby Road (U.S. 202) northbound
departing the intersection to include two receiving lanes and to
lengthen the taper and the merge area.
Medium
Mid-term
Medium
MassDOT
Pedestrian
Accessibility
Replace pedestrian signals with new pedestrian countdown
display, and furnish push buttons and signage that meet current
standards
Medium
Mid-term
Medium
MassDOT
Bicycle Accessibility
Widen the intersection shoulders to accommodate bicycle travel
Low
Mid-term
Medium
MassDOT
Emergency
Install emergency vehicle pre-emption system
High
Mid-term
High
MassDOT
Page 12
ROAD SAFETY AUDIT APPENDIX
Granby Rd. (U.S. Route 202) at Lyman St./Willimansett St.
MassDOT Project #607735
Town of South Hadley
August 5, 2015
Prepared For:
MassDOT Highway Division
Prepared By:
Nitsch Engineering
2 Center Plaza, Suite 430
Boston, MA 02108
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Appendix A: RSA Meeting Agenda
Road Safety Audit
South Hadley, MA
Granby Rd. (Route 202) at Lyman St. &
Willimansett St. (Route 33)
Meeting Location: South Hadley Town Hall
Basement Conference Room
116 Main Street, South Hadley, MA 01075
Wednesday, July 15, 2015
10:00 AM – 1:00 PM
Type of meeting:
High Crash Location – Road Safety Audit
Attendees:
Invited Participants to Comprise a Multidisciplinary Team
Please bring:
Thoughts and Enthusiasm!!
10:00 AM
Welcome and Introductions
10:15 AM
Discussion of Safety Issues
 Crash history, Speed Regulations – provided in advance
 Existing Geometries and Conditions
11:00 AM
Site Visit
 Travel to the intersection of Granby Rd. (Route 202) at Lyman St. &
Willimansett St. (Route 33)
 As a group, identify areas for improvements
12:00 PM
Discussion of Potential Improvements
 Return to original meeting location
 Discuss observations and finalize safety issue areas
 Discuss potential improvements and finalize recommendations
1:00 PM
Adjourn for the Day – but the RSA has not ended
Instructions for Participants:

Before attending the RSA on July 15th, participants are encouraged to drive/walk
through the intersection and complete/consider elements on the RSA Prompt List
with a focus on safety.

All particpants 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 — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Appendix B: RSA Audit Team Contact List
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
RSA Sign In Sheet
Granby Rd (Route 202) at Lyman St and Willimansett St (Route 33)
South Hadley, MA
Wednesday, July 15, 2015 10:00 a.m.
Name
Steve Farr
Jane Davis
Jeff Bandini
Luke Hayes
Francis Tainter
Kevin Chiang
Steve Parentela
Agency/Affiliation
Nitsch Engineering
Nitsch Engineering
Nitsch Engineering
MassDOT District 2
MassDOT District 2
MassDOT Boston Traffic Ops
S.H. Police Dept. - Lieutenant
Michael Sullivan S.H. Town Administrator
Richard Harris
Jim Reidy
Gary Roux
Email
sfarr@nitscheng.com
jdavis@nitscheng.com
jbandini@nitscheng.com
luke.hayes@state.ma.us
francis.tainter@state.ma.us
kevin.chiang@dot.state.ma.us
parentelas@southhadley.police.org
msullivan@southhadleyma.gov
rharris@southhadleyma.gov
S.H. Town Planner
S.H. DPW Superintendent
jreidy@southhadleyma.gov
Pioneer Valley Planning Comm. gmroux@pvpc.org
Phone
617-338-0063
617-338-0063
617-338-0063
413-582-1525
978-501-1058
857-368-9626
413-538-8231
413-538-5017
ext. 136
413-538-5017
ext. 128
413-538-5033
413-781-6045
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Appendix C: Detailed Crash Data
Thursday
Thursday
Friday
Friday
Friday
Friday
20 1/26/12
21 2/9/12
22 3/30/12
23 5/18/12
24 6/1/12
25 7/6/12
8:30 PM
2:12 PM
28 12/5/12
Wednesday
29 12/18/12 Tuesday
Single Vehicle Crash
Rear-end
Angle
Rear-end
Single Vehicle Crash
Rear-end
Rear-end
Angle
Rear-end
Rear-end
Rear-end
Angle
Angle
Rear-end
Rear-end
Angle
Rear-end
Rear-end
Rear-end
Rear-end
Rear-end
Angle
Rear-end
Angle
Manner of Collision (11)
Type
Single Vehicle Crash
Single Vehicle Crash
Rear-end
Rear-end
Rear-end
Weather Condition
(2,3)
Type
Clear
Clear
Clear
Clear
Clear
Dark - lighted roadway
Daylight
Daylight
Daylight
Daylight
Daylight
Daylight
Daylight
Daylight
Daylight
Dark - lighted roadway
Dusk
Daylight
Daylight
Daylight
Daylight
Dusk
Dark - lighted roadway
Dark - lighted roadway
Daylight
Daylight
Daylight
Daylight
Clear
Cloudy
Cloudy
Cloudy
Clear
Clear
Clear
Clear
Clear
Clear
Clear
Clear
Rain
Clear
Clear
Cloudy
Clear
Clear
Cloudy
Clear
Clear
Clear
Clear
Dark - lighted roadway Clear
Light Condition (1)
Type
Daylight
Dark - lighted roadway
Daylight
Daylight
Daylight
Summary based on Crash Reports obtained from Town of South Hadley Police Department
7:50 AM
7:23 AM
26 10/15/12 Monday
27 10/26/12 Friday
12:00 AM
8:32 AM
8:46 AM
8:52 AM
12:41 PM
3:16 PM
8:23 PM
Wednesday
11:06 AM
9:13 PM
10:45 AM
5:01 PM
9:17 PM
8:05 PM
9:09 AM
10:03 AM
19 11/2/11
Thursday
Saturday
Wednesday
Tuesday
Friday
Monday
Wednesday
Sunday
6:47 PM
5:11 PM
8/26/10
9/18/10
11/17/10
1/11/11
2/4/11
2/14/11
3/30/11
8/21/11
10:38 PM
11:27 AM
5:01 PM
8:08 AM
7:45 PM
4:57 PM
9:36 AM
1:27 PM
Time of Day
17 10/18/11 Tuesday
18 10/24/11 Monday
9
10
11
12
13
14
15
16
Friday
Tuesday
Friday
Crash
Date
Crash Day
m/d/y
1/10/10 Sunday
1/23/10 Saturday
2/26/10 Friday
5/13/10 Thursday
5/24/10
Monday
6 5/28/10
7 6/4/10
8 8/10/10
1
2
3
4
5
#
Crash Data Summary Table
Dry
Wet
Wet
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Wet
Dry
Dry
Wet
Dry
Dry
Wet
Dry
Dry
Dry
Dry
Dry
Road Surface
(6)
Type
Dry
Dry
Wet
Dry
Dry
36
63
69
D1
82
21
Visibility Obstructed
Followed too closely
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
Inattention
Over-correcting/over-steering
Inattention
Inattention
51
23
73
41
52
52
65
25
31
41
52
33
43
37
36
Failed to yield to right of way
19
44
44
35
19
56
18
19
51
59
22
71
54
52
83
60
60
64
62
32
46
44
63
23
31
29
40
78
D2
Swerving or avoiding due to wind,
slippery surface, vehicle, object, nonmotorist in roadway, etc.
79
Failed to yield to right of way
35
Inattention
Inattention
Inattention
Failed to yield to right of way
Cellular telephone
Other improper action
Inattention
Other improper action
Inattention
Operating Vehicle in erratic, reckless,
careless, negligent, or aggressive
manner
No Improper Driving
Failed to yield to right of way
Inattention
Disregarded traffic signs, signals,
road markings
26
Driver Contributing Code (24)
Type
Glare
Unknown
Inattention
Inattention
Inattention
54
34
32
66
Ages
D3
Intersection of Granby Road (Route 202) at Lyman Street/Willimansett Street (Route 33), South Hadley, MA
2010 - 2012
D4
Went off road making left turn hitting
ped pole
Failure to stop in time
Driving too fast, wanted to change lanes
but another vehicle was already there
Failure to stop in time after lane change
Illegal turn into adjacent driveway,
crossing over yellow chevon lines and 3
lanes of oncoming traffic
Began to drive while light was still red,
after seeing right-turn-only lane begin to
move
Foot brace got stuck on gas and brake
pedal waiting at red light
Hit and run. Damage to traffic
equipment
Illegal turn into adjacent driveway,
crossing over yellow chevon lines and 3
lanes of oncoming traffic
Failure to stop in time
Intentionally sideswiped at lane merge,
deflected into oncoming traffic
Vehicle hit cyclist
Saw light turn green, but not traffic
infront of vehicle
Took foot off brake pedal
Foot slipped off brake pedal
approaching red light
Failure to stop in time
Exiting driveway adjacent to intersection
Moving vehicle forward while distracted
Failure to stop in time
Failure to stop in time
Failure to stop in time
Failure to stop in time
Failure to stop at a red light
Went off road due to sun in eyes
Hit a traffic signal on median
Foot slipped off brake pedal at red light
Failure to stop in time
Failure to stop in time
Failure to stop at a red light and
speeding
Comments
Crash Data Summary Tables and Charts
CRASH MONTH
16%
14%
12%
10%
8%
6%
4%
2%
0%
14%
14%
14%
14%
10%
7%
7%
3%
J
F
M
A
M
J
J
A
S
O
31%
14%
14%
14%
14%
Monday
Tuesday
Wednesday
Thursday
Friday
7%
7%
Saturday
Sunday
CRASH TIME OF DAY
29%
21%
20%
21%
25%
10%
0%
D
CRASH DAY OF WEEK
10%
30%
N
3%
30%
0%
7%
0%
40%
20%
7%
4%
6-10AM
10-2PM
2-6PM
6-10PM
0%
10-2AM
2-6AM
CRASH MANNER OF COLLISION
70%
60%
50%
40%
30%
20%
10%
0%
9720.5 Crash Data Entry
62%
24%
14%
0%
Single
Vehicle
Crash
Rear-end
Angle
0%
Sideswipe, Sideswipe,
same
opposite
direction
direction
1 of 2
0%
0%
0%
Head on
Rear to
Rear
Unknown
6/8/2015
Crash Data Summary Tables and Charts
80%
60%
40%
20%
0%
CRASH LIGHT CONDITION
72%
0%
Daylight
21%
7%
Dawn
Dusk
Dark Lighted
Roadway
0%
0%
0%
0%
Dark Roadway
not lighted
Dark unknown
roadway
lighting
Other
Unknown
CRASH WEATHER CONDITION
100%
80%
60%
40%
20%
0%
79%
17%
3%
0%
0%
0%
0%
0%
0%
0%
CRASH ROAD SURFACE
79%
0%
0%
Unknown
0%
Other
0%
Slush
0%
Water
(standing,
moving)
0%
Sand, mud,
dirt, oil,
gravel
Snow
Wet
0%
Ice
21%
Dry
100%
80%
60%
40%
20%
0%
CRASH DRIVER AGES
25%
20%
15%
10%
5%
0%
9720.5 Crash Data Entry
20%
15%
13%
18%
16%
7%
15-20
7%
21-29
30-39
40-49
2 of 2
50-59
60-69
70-79
4%
80+
6/8/2015
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Appendix D: Traffic Counts
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatall.com or 1.413.668.5094
N / S: Route 33
E / W: Route 202
City, State: South Hadley, Massachusetts
Client: Nitsch Engineering / S. Farr
File Name
Site Code
Start Date
Page No
: AM Peak - Route 33 @ Route 202
:1
: 11/12/2014
:1
Groups Printed- PCs and Peds - Heavy Vehicles - Bicycles
Route 202
Route 33
Route 202
From East
From South
From West
Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds
8 122
53
0
183
39
38
23
0
100
30
65
12
1
5 135
63
2
205
47
48
31
0
126
33
50
3
0
32 155
70
0
257
48
43
36
0
127
26
74
8
0
9 140
68
0
217
53
58
41
0
152
63
99
8
0
54 552 254
2
862 187 187 131
0
505 152 288
31
1
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
13
10
9
6
38
Route 33
From North
Thru Left Peds
40
17
0
47
16
0
67
5
0
77
14
0
231
52
0
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
12
21
26
24
83
55
55
51
57
218
15
6
15
6
42
0
1
0
2
3
82
83
92
89
346
21
13
20
4
58
123
141
133
112
509
76
73
59
58
266
0
0
0
0
0
220
227
212
174
833
61
59
56
61
237
59
54
60
63
236
43
44
53
37
177
0
1
0
0
1
163
158
169
161
651
39
48
57
30
174
70
65
85
59
279
5
5
19
4
33
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
5
0
8
7
20
69
48
49
54
220
6
6
15
7
34
0
0
0
0
0
80
54
72
68
274
6
20
2
17
45
45
60
65
58
228
74
44
48
68
234
0
0
0
0
0
125
124
115
143
507
61
63
48
43
215
58
50
52
59
219
32
36
25
17
110
0
0
0
1
1
151
149
125
120
545
37
36
34
44
151
64
54
49
62
229
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
7
5
5
5
22
48
60
53
68
229
11
10
12
12
45
1
0
0
0
1
67
75
70
85
297
10
10
8
10
38
52
56
54
46
208
55
68
56
63
242
0
0
0
0
0
117
134
118
119
488
53
56
64
58
231
55
52
58
66
231
35
32
36
36
139
0
0
0
0
0
143
140
158
160
601
36
32
30
25
123
44
38
47
36
165
163 898 173
13.2 72.5
14
2.2
2.1 11.4
149 849 163
91.4 94.5 94.2
14
48
10
8.6
5.3
5.8
0
1
0
0
0.1
0
4
0.3
0.1
4
100
0
0
0
0
1238
195 1497 996
7.2 55.7
37
2.5 18.9 12.6
188 1474 968
96.4 98.5 97.2
7
21
28
3.6
1.4
2.8
0
2
0
0
0.1
0
2
0.1
0
2
100
0
0
0
0
2690
870 873 557
37.8 37.9 24.2
11
11
7
824 810 500
94.7 92.8 89.8
45
63
57
5.2
7.2 10.2
1
0
0
0.1
0
0
2
0.1
0
0
0
1
50
1
50
2302
Start Time Right
Grand Total
Apprch %
Total %
PCs and Peds
% PCs and Peds
Heavy Vehicles
% Heavy Vehicles
Bicycles
% Bicycles
App. Total
70
73
81
97
321
15.7
1165
94.1
72
5.8
1
0.1
Route 33
Route 202
From North
From East
Start Time Right Thru Left Peds App. Total Right Thru Left Peds
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
77
97
07:45 AM
6
14
0
9 140
68
0
15
21 123
76
08:00 AM
12
55
0
82
0
1
08:15 AM
21
55
6
83
13 141
73
0
26
08:30 AM
51
15
0
92
20 133
59
0
Total Volume
65 238
50
1
354
63 537 276
0
% App. Total
PHF
18.4
.625
67.2
.773
14.1
.833
0.3
.250
.912
7.2
.750
61.3
.952
31.5
.908
0
.000
34
2632
97.8
56
2.1
2
0.1
App. Total
217
220
227
212
876
.965
Right
53
61
59
56
229
35.7
.939
Route 33
From South
Thru Left Peds
58
59
54
60
231
36
.963
41
43
44
53
181
28.2
.854
0
0
1
0
1
0.2
.250
App. Total
Int. Total
1
0
1
1
3
115
118
162
94
489
580
586
635
518
2319
12
6
1
6
25
2
0
0
0
2
115
96
84
112
407
471
423
396
443
1733
5
1
6
10
22
1
1
0
0
2
86
72
83
71
312
413
421
429
435
1698
1680
7910
29.1
2134
92.7
166
7.2
2
0.1
600 961 111
8
35.7 57.2
6.6
0.5
7.6 12.1
1.4
0.1
551 918 103
7
91.8 95.5 92.8 87.5
49
43
8
1
8.2
4.5
7.2 12.5
0
0
0
0
0
0
0
0
21.2
1579
94
101
6
0
0
7510
94.9
395
5
5
0.1
App. Total
Route 202
From West
Thru Left Peds
App. Total
Int. Total
152
163
158
169
642
.950
Right
63
39
48
57
207
36.6
.821
99
70
65
85
319
56.5
.806
8
5
5
19
37
6.5
.487
0
1
0
1
2
0.4
.500
108
86
108
170
472
170
461
490
573
636
2160
636
115
118
162
565
580
586
635
2437
.831
.958
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatall.com or 1.413.668.5094
N / S: Route 33
E / W: Route 202
City, State: South Hadley, Massachusetts
Client: Nitsch Engineering / S. Farr
Start Time Right
Route 33
From North
Thru Left Peds
0
2
0
3
0
0
5
1
0
1
1
0
9
4
0
Right
0
0
0
0
0
4
0
7
12
23
2
0
0
0
2
7
0
3
4
14
3
2
2
0
7
0
0
0
0
0
12
2
5
4
23
2
4
3
3
12
2
7
1
2
12
4
7
3
1
15
2
0
1
1
4
0
0
0
0
0
3
3
5
8
19
1
0
0
1
2
0
2
0
0
2
2
2
3
0
7
0
0
0
0
0
3
4
3
1
11
7
6
6
2
21
6
4
5
6
21
0
0
0
0
0
0
0
0
0
0
2
7
1
6
16
0
0
0
1
1
0
0
0
4
4
3
3
2
1
9
0
0
0
0
0
3
3
2
6
14
2
3
1
3
9
2
3
5
3
13
14
48
10
19.4 66.7 13.9
3.5 12.2
2.5
0
0
0
72
7
21
12.5 37.5
18.2
1.8
5.3
28
50
7.1
0
0
0
56
0
0
1
0
1
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
0
4
5
9
3
0
2
7
12
1
0
1
0
2
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
0
0
0
0
0
1
3
4
7
15
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
0
2
0
2
4
2
5
1
4
12
Apprch %
Total %
2
3
7
2
14
0
1
1
0
2
Route 33
Route 202
From North
From East
Start Time Right Thru Left Peds App. Total Right Thru Left Peds
Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 09:00 AM
2
1
09:00 AM
0
1
0
3
0
2
0
2
09:15 AM
0
3
0
0
3
0
2
0
3
09:30 AM
0
4
1
0
5
0
0
0
7
8
09:45 AM
0
1
0
1
0
0
0
Total Volume
0
15
4
0
19
2
2
7
0
% App. Total
PHF
0
.000
78.9
.536
21.1
.500
0
.000
.594
18.2
.500
: AM Peak - Route 33 @ Route 202
:1
: 11/12/2014
:1
Groups Printed- Heavy Vehicles
Route 202
Route 33
From East
From South
Thru Left Peds App. Total Right Thru Left Peds
0
0
0
0
0
7
4
0
1
0
0
2
1
3
7
0
0
0
0
1
2
4
2
0
0
5
0
5
0
3
3
0
1
5
0
8
3
17
16
0
App. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
Grand Total
File Name
Site Code
Start Date
Page No
18.2
.250
63.6
.583
0
.000
14.2
App. Total
3
4
3
1
11
.688
Route 202
From West
Thru Left Peds
0
2
0
0
0
0
4
0
0
4
1
0
8
3
0
App. Total
Right
0
0
0
0
0
8
18
7
6
39
0
10
1
1
12
2
2
5
1
10
0
0
0
1
1
4
3
6
2
15
0
0
0
1
1
17
13
17
11
58
2
3
6
7
18
3
5
6
2
16
3
3
1
4
11
0
0
0
0
0
7
9
7
10
33
4
1
2
4
11
45
63
57
27.1
38 34.3
11.4 15.9 14.4
1
0.6
0.3
166
Right
7
6
6
2
21
36.2
.750
Route 33
From South
Thru Left Peds
6
4
5
6
21
36.2
.875
4
3
6
0
0
0
25.9
.625
1.7
.250
2
15
1
1
App. Total
Int. Total
0
0
0
0
0
2
12
6
3
23
26
32
25
25
108
1
0
0
0
1
0
0
0
0
0
6
8
12
9
35
29
28
37
29
123
2
4
1
2
9
0
0
1
2
3
1
0
0
0
1
7
5
4
8
24
19
24
14
30
87
49
43
48.5 42.6
42 12.4 10.9
8
7.9
2
1
1
0.3
101
395
25.6
Route 202
From West
Thru Left Peds
App. Total
Int. Total
6
8
29
28
9
35
29
123
.729
.831
11
11
8
6
36
App. Total
17
13
17
11
58
.853
2
2
3
1
8
Right
2
3
6
7
18
51.4
.643
3
5
6
2
16
45.7
.667
1
0
0
0
1
2.9
.250
0
0
0
0
0
0
.000
4
2
7
6
19
12
17
18
23
19
77
37
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatall.com or 1.413.668.5094
N / S: Route 33
E / W: Route 202
City, State: South Hadley, Massachusetts
Client: Nitsch Engineering / S. Farr
File Name
Site Code
Start Date
Page No
: PM Peak - Route 33 @ Route 202
:2
: 11/12/2014
:1
Groups Printed- PCs and Peds - Heavy Vehicles - Bicycles
Route 202
Route 33
Route 202
From East
From South
From West
Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds
11
57
69
0
137
71
62
39
0
172
43
85
11
0
9
41
68
0
118
76
79
36
0
191
34
72
6
0
10
57
66
0
133
77
71
53
0
201
59
70
5
0
10
63
53
0
126
70
63
51
1
185
45
91
5
0
40 218 256
0
514 294 275 179
1
749 181 318
27
0
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
10
3
12
17
42
Route 33
From North
Thru Left Peds
75
28
0
72
21
1
78
21
1
70
19
0
295
89
2
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
10
16
9
7
42
76
65
72
56
269
23
17
19
8
67
1
0
0
2
3
110
98
100
73
381
17
24
17
8
66
74
83
79
83
319
84
75
65
89
313
0
0
0
0
0
175
182
161
180
698
88
87
72
88
335
73
74
67
95
309
54
34
40
42
170
0
0
0
0
0
215
195
179
225
814
47
60
50
53
210
85
93
125
118
421
20
15
20
13
68
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
9
5
10
5
29
82
81
90
68
321
14
4
18
10
46
0
2
0
0
2
105
92
118
83
398
12
13
10
13
48
89
64
87
79
319
81
81
73
86
321
0
4
2
0
6
182
162
172
178
694
86
101
103
94
384
83
80
72
83
318
52
39
52
43
186
0
0
0
0
0
221
220
227
220
888
54
52
47
43
196
121
113
136
154
524
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
4
4
2
4
14
79
59
59
63
260
20
10
13
13
56
0
0
0
0
0
103
73
74
80
330
16
13
11
16
56
104
69
75
58
306
59
77
68
63
267
0
0
2
0
2
179
159
156
137
631
97
84
86
85
352
86
71
77
79
313
49
48
47
54
198
0
0
0
0
0
232
203
210
218
863
57
47
52
36
192
122
133
103
92
450
127 1145 258
7
8.3 74.5 16.8
0.5
2.6
0.1
1.3 11.4
117 1103 247
1
92.1 96.3 95.7 14.3
10
41
11
6
7.9
3.6
4.3 85.7
0
1
0
0
0
0.1
0
0
1537
210 1162 1157
8.3 45.8 45.6
2.1 11.6 11.5
206 1123 1123
98.1 96.6 97.1
4
38
34
1.9
3.3
2.9
0
1
0
0
0.1
0
8
0.3
0.1
8
100
0
0
0
0
2537
1365 1215 733
41.2 36.7 22.1
13.6 12.1
7.3
1345 1189 714
98.5 97.9 97.4
19
26
19
1.4
2.1
2.6
1
0
0
0.1
0
0
1
0
0
1
100
0
0
0
0
3314
Start Time Right
Grand Total
Apprch %
Total %
PCs and Peds
% PCs and Peds
Heavy Vehicles
% Heavy Vehicles
Bicycles
% Bicycles
App. Total
113
97
112
106
428
15.3
1468
95.5
68
4.4
1
0.1
Route 33
Route 202
From North
From East
Start Time Right Thru Left Peds App. Total Right Thru Left Peds
Peak Hour Analysis From 02:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
2
4
04:15 PM
5
81
4
92
13
64
81
10
90
118
18
0
10
87
73
2
04:30 PM
86
04:45 PM
5
68
10
0
83
13
79
0
20
16 104
05:00 PM
4
79
0
103
59
0
Total Volume
24 318
52
2
396
52 334 299
6
% App. Total
PHF
6.1
.600
80.3
.883
13.1
.650
0.5
.250
.839
7.5
.813
48.3
.803
43.3
.869
0.9
.375
25.3
2460
97
76
3
1
0
App. Total
162
172
178
179
691
.965
Right
101
103
94
97
395
43.9
.959
Route 33
From South
Thru Left Peds
80
72
83
86
321
35.7
.933
39
52
43
49
183
20.4
.880
0
0
0
0
0
0
.000
33
3249
98
64
1.9
1
0
App. Total
Int. Total
0
0
0
0
0
152
168
195
184
699
652
643
635
662
2592
9
6
6
8
29
0
0
0
0
0
184
171
189
205
749
692
645
706
686
2729
14
6
9
9
38
0
0
0
0
0
193
186
164
137
680
707
621
604
572
2504
779 1713 162
29.4 64.5
6.1
7.8 17.1
1.6
729 1685 156
93.6 98.4 96.3
50
28
6
6.4
1.6
3.7
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
App. Total
Right
220
227
220
52
47
43
899
199
232
.969
57
26.3
.873
Route 202
From West
Thru Left Peds
113
136
154
122
525
69.3
.852
6
6
8
14
34
4.5
.607
0
0
0
0
0
0
.000
139
112
134
141
526
561
518
580
558
2217
2654 10042
26.4
2570
96.8
84
3.2
0
0
9747
97.1
292
2.9
3
0
App. Total
Int. Total
171
189
645
706
686
205
193
758
2744
.924
.970
707
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatall.com or 1.413.668.5094
N / S: Route 33
E / W: Route 202
City, State: South Hadley, Massachusetts
Client: Nitsch Engineering / S. Farr
Start Time Right
Route 33
From North
Thru Left Peds
3
1
0
3
1
1
8
4
1
2
1
0
16
7
2
Right
0
0
0
2
2
5
8
6
6
25
0
0
1
0
1
3
2
1
2
8
4
3
1
1
9
0
0
0
0
0
7
5
3
3
18
0
0
0
2
2
2
3
2
0
7
1
1
2
0
4
0
1
0
0
1
0
2
0
0
2
5
5
1
0
11
1
0
0
0
1
4
1
2
4
11
3
2
1
1
7
0
0
0
0
0
8
3
3
5
19
0
3
2
0
5
0
2
0
2
4
0
0
0
0
0
0
0
0
0
0
3
0
2
0
5
0
0
0
0
0
1
2
1
0
4
0
1
2
1
4
0
0
0
0
0
1
3
3
1
8
2
1
2
0
5
0
1
0
0
1
10
41
11
14.7 60.3 16.2
3.4
14
3.8
6
8.8
2.1
68
4
5.3
1.4
38
34
50 44.7
13 11.6
0
0
0
76
0
0
1
1
2
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
0
5
2
1
8
4
3
3
2
12
1
0
1
1
3
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
0
0
0
0
0
5
2
1
0
8
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0
0
0
0
0
3
0
2
0
5
Apprch %
Total %
4
5
14
4
27
23.3
2
0
0
0
2
Route 33
Route 202
From North
From East
Start Time Right Thru Left Peds App. Total Right Thru Left Peds
Peak Hour Analysis From 02:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 02:00 PM
2
02:00 PM
0
3
1
0
4
4
2
0
1
5
02:15 PM
0
3
1
5
0
3
0
1
8
4
14
02:30 PM
1
0
3
4
0
5
02:45 PM
1
2
1
0
4
0
3
0
Total Volume
2
16
7
2
27
2
15
14
0
% App. Total
PHF
7.4
.500
59.3
.500
25.9
.438
7.4
.500
.482
6.5
.250
: PM Peak - Route 33 @ Route 202
:2
: 11/12/2014
:1
Groups Printed- Heavy Vehicles
Route 202
Route 33
From East
From South
Thru Left Peds App. Total Right Thru Left Peds
4
2
0
8
3
6
2
0
5
3
0
8
1
5
4
0
3
4
0
7
1
1
3
0
3
5
0
8
2
2
2
0
15
14
0
31
7
14
11
0
App. Total
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
Grand Total
File Name
Site Code
Start Date
Page No
48.4
.750
45.2
.700
0
.000
Route 202
From West
Thru Left Peds
4
1
0
5
0
0
2
0
0
4
0
0
15
1
0
App. Total
Right
0
0
0
0
0
3
4
4
2
13
3
4
4
3
14
1
1
3
1
6
0
2
0
1
3
2
0
1
0
3
0
0
0
0
0
2
5
3
2
12
2
3
3
4
12
1
3
0
1
5
0
1
0
0
1
0
0
0
0
0
2
3
2
0
7
2
2
1
2
7
19
26
19
29.7 40.6 29.7
26
6.5
8.9
6.5
0
0
0
64
App. Total
8
8
7
8
31
.969
Right
3
1
1
2
7
21.9
.583
Route 33
From South
Thru Left Peds
6
5
1
2
14
43.8
.583
2
4
3
2
11
34.4
.688
0
0
0
0
0
0
.000
App. Total
Int. Total
0
0
0
0
0
4
7
7
5
23
19
24
20
16
79
1
0
0
0
1
0
0
0
0
0
4
6
3
5
18
19
19
10
12
60
1
1
0
0
2
0
0
0
1
1
0
0
0
0
0
3
3
1
3
10
9
9
8
4
30
50
28
59.5 33.3
21.9 17.1
9.6
6
7.1
2.1
0
0
0
84
292
28.8
Route 202
From West
Thru Left Peds
App. Total
11
10
5
6
32
App. Total
11
10
5
6
32
.727
7
1
7
2
17
Right
7
1
7
2
17
51.5
.607
4
5
2
4
15
45.5
.750
1
0
0
0
1
3
.250
0
0
0
0
0
0
.000
12
6
9
6
33
12
35
29
35
24
123
Int. Total
35
6
9
6
33
29
35
24
123
.688
.879
Innovative Data, LLC
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Start
12-Nov-14
Eastbound
Westbound
Combined
Time
Wed
A.M.
P.M.
A.M.
P.M.
A.M.
P.M.
12:00
8
154
4
153
12
307
12:15
9
130
6
120
15
250
12:30
3
140
9
115
12
255
12:45
8
151
3
131
11
282
01:00
4
142
3
141
7
283
01:15
3
132
3
105
6
237
01:30
8
162
1
131
9
293
01:45
5
141
5
134
10
275
02:00
4
170
4
147
8
317
02:15
4
160
2
130
6
290
02:30
2
160
3
135
5
295
02:45
2
177
2
140
4
317
178
03:00
1
184
3
4
362
170
03:15
0
193
4
4
363
162
03:30
1
195
5
6
357
160
03:45
3
211
12
15
371
04:00
10
212
11
152
21
364
205
358
04:15
8
12
153
20
232
400
04:30
11
16
168
27
250
401
04:45
11
12
151
23
246
405
05:00
9
30
159
39
334
05:15
22
189
41
145
63
05:30
33
186
65
155
98
341
05:45
36
167
71
120
107
287
06:00
32
167
88
103
120
270
06:15
46
141
135
90
181
231
06:30
80
107
147
102
227
209
06:45
96
99
140
97
236
196
07:00
104
110
194
64
298
174
07:15
106
93
199
55
305
148
254
366
07:30
112
112
61
173
140
237
377
07:45
86
58
144
127
204
331
08:00
85
66
151
113
201
314
08:15
93
49
142
123
08:30
72
205
45
328
117
08:45
120
73
158
51
278
124
09:00
126
83
127
37
253
120
09:15
105
69
135
37
240
106
09:30
107
50
125
34
232
84
09:45
96
41
137
27
233
68
10:00
117
53
138
17
255
70
10:15
99
26
132
19
231
45
10:30
114
24
126
24
240
48
10:45
108
27
134
13
242
40
11:00
126
26
125
25
251
51
11:15
120
23
131
21
251
44
11:30
112
19
139
17
251
36
11:45
137
12
139
13
276
25
Total
2771
5980
4077
4580
6848 10560
Day Total
8751
8657
17408
% Total
15.9% 34.4% 23.4% 26.3%
Peak
Vol.
P.H.F.
ADT
-
07:45
503
0.898
ADT 17,341
04:15
933
0.933
07:30
896
0.882
03:00
670
0.941
07:30
1388
0.920
04:15
1564
0.965
13-Nov
Thu
Eastbound
Westbound
A.M.
P.M.
A.M.
P.M.
19
125
4
134
7
154
8
138
10
128
10
128
4
138
8
129
4
117
4
142
8
120
2
139
5
138
3
136
4
139
4
126
6
176
1
130
6
152
0
136
1
194
4
138
4
187
5
128
3
175
3
159
2
209
4
172
159
5
230
4
213
165
6
11
254
184
7
14
213
183
11
11
237
9
15
141
12
207
11
153
14
227
22
187
21
188
41
155
28
191
59
140
25
162
63
127
29
141
79
91
43
153
132
103
71
117
152
93
97
99
153
70
206
106
108
80
225
93
90
48
243
117
106
63
231
144
103
54
116
90
202
51
94
70
199
62
123
69
189
50
97
74
162
45
96
60
127
52
111
75
128
34
110
48
122
27
105
33
133
28
116
51
113
25
113
31
125
25
99
38
114
19
109
37
125
18
106
32
150
25
123
28
142
22
134
16
109
16
116
23
122
5
2689
5966
3994
4635
8655
8629
15.6% 34.5% 23.1% 26.8%
-
11:00
479
0.894
03:45
917
0.903
07:00
905
0.931
03:30
691
0.939
Combined
A.M.
P.M.
23
259
15
292
20
256
12
267
8
259
10
259
8
274
8
265
7
306
6
288
5
332
9
315
6
334
6
381
389
9
378
17
438
21
396
22
24
378
23
360
36
414
62
343
87
331
88
289
108
232
175
256
223
210
250
169
312
188
318
138
360
169
375
157
318
141
293
132
312
119
259
119
223
112
239
109
232
75
238
61
229
76
238
56
213
57
234
55
256
57
265
50
243
32
238
28
6683
10601
17284
07:15
1371
0.914
03:30
1601
0.914
AADT 17,341
Page 1
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Eastbound
Start
Time
11/12/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
0
0
0
0
0
0
11
34
31
29
13
20
26
27
27
40
46
37
18
6
1
0
0
0
366
4.2%
07:00
34
16:00
46
16
20
0
0
0
0
0
0
0
1
0
3
0
1
4
4
5
4
9
1
7
1
0
0
1
0
41
0.5%
09:00
3
16:00
9
21
25
2
0
0
0
1
2
4
5
5
17
6
7
20
6
22
30
23
22
19
3
6
10
0
1
211
2.4%
09:00
17
15:00
30
26
30
1
0
0
0
1
2
3
15
17
13
8
8
25
13
29
54
82
71
27
9
6
9
2
0
395
4.5%
08:00
17
16:00
82
31
35
3
0
3
0
4
15
26
79
83
85
75
84
78
97
172
193
293
248
118
78
58
38
11
11
1852
21.2%
09:00
85
16:00
293
36
40
12
12
5
2
17
39
102
205
201
180
205
216
274
277
270
310
328
313
228
212
155
106
76
29
3774
43.1%
11:00
216
16:00
328
41
45
9
6
3
3
14
32
81
108
124
98
115
123
124
126
128
128
104
87
91
84
84
71
35
32
1810
20.7%
08:00
124
14:00
128
46
50
1
2
1
0
2
7
22
14
20
8
14
35
21
23
13
24
10
8
6
8
10
9
4
6
268
3.1%
11:00
35
15:00
24
51
55
0
0
0
0
1
2
5
1
2
1
2
0
2
3
1
0
1
1
0
0
2
0
1
0
25
0.3%
06:00
5
13:00
3
56
60
0
0
0
0
0
1
0
0
0
0
0
1
0
1
0
0
0
0
0
0
1
0
0
0
4
0.0%
05:00
1
13:00
1
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
0
0
0
0
0
0
1
4
0.0%
16:00
3
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
1
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
12:00
1
Total
28
20
12
5
40
100
254
462
483
434
438
495
575
577
667
783
899
788
514
401
323
243
130
80
8751
85th
Percent
43
44
43
43
43
44
44
42
42
42
42
43
42
42
41
41
39
39
41
41
42
43
42
44
95th
Percent
44
47
46
44
47
48
48
44
44
44
44
46
44
44
44
44
43
43
43
44
44
44
44
47
11:00
495
16:00
899
Page 1
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Eastbound
Start
Time
11/13/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
0
0
0
1
2
3
10
35
26
14
16
17
20
10
27
34
45
39
12
6
3
1
1
0
322
3.7%
07:00
35
16:00
45
688
4.0%
16
20
0
1
0
0
0
0
2
2
2
0
1
1
0
0
5
3
8
5
4
0
2
3
0
0
39
0.5%
06:00
2
16:00
8
80
0.5%
21
26
25
30
0
2
0
0
0
0
1
0
1
0
2
1
1
0
9
7
7
6
4
7
18
6
14
12
8
5
5
6
39
14
19
60
34
98
25
84
18
37
12
16
6
3
6
4
4
1
0
2
410
194
4.7%
2.2%
10:00
11:00
14
18
16:00
16:00
34
98
405
805
2.3%
4.6%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
31
35
1
2
2
1
3
5
13
32
62
64
68
74
75
60
130
238
266
268
142
107
59
46
13
8
1739
20.1%
11:00
74
17:00
268
3591
20.6%
30 MPH
37 MPH
42 MPH
44 MPH
36
40
18
10
8
9
15
33
86
188
163
198
199
208
240
258
339
318
339
262
194
169
135
102
73
38
3602
41.6%
11:00
208
14:00
339
7376
42.4%
41
45
12
7
4
3
8
33
92
147
140
110
105
134
169
148
139
133
106
77
96
81
78
47
54
43
1966
22.7%
07:00
147
12:00
169
3776
21.7%
46
50
7
1
2
0
8
9
33
39
23
23
23
18
26
25
12
20
13
7
6
14
15
6
11
8
349
4.0%
07:00
39
12:00
26
617
3.5%
51
55
0
0
1
1
2
2
3
0
0
2
1
0
2
1
4
2
1
1
1
2
2
1
0
0
29
0.3%
06:00
3
14:00
4
54
0.3%
56
60
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
1
0
0
0
0
0
0
0
2
0.0%
11:00
1
16:00
1
6
0.0%
61
65
0
0
0
0
0
0
0
0
1
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
2
0.0%
08:00
1
13:00
1
6
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
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
07:00
1
0
0.0%
0
0.0%
2
0.0%
Total
40
21
17
16
39
88
240
460
430
422
437
479
545
514
709
827
911
768
510
407
303
216
157
99
8655
85th
Percent
45
43
46
42
47
44
45
43
43
43
43
43
43
43
41
41
39
39
41
42
43
42
43
44
95th
Percent
48
44
50
50
50
48
48
47
45
45
45
44
45
45
44
44
43
43
44
44
45
44
46
46
11:00
479
16:00
911
17406
36-45 MPH
11152
64.1%
4461
25.6%
36 MPH
Page 2
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Westbound
Start
Time
11/12/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
0
0
0
0
1
0
17
69
44
30
26
46
48
41
50
68
77
72
25
12
6
2
2
0
636
7.3%
07:00
69
16:00
77
16
20
0
0
0
0
0
0
1
2
2
1
0
2
1
0
2
4
1
0
1
0
0
0
0
1
18
0.2%
07:00
2
15:00
4
21
25
0
0
1
2
1
3
14
26
14
6
12
5
6
1
4
16
2
4
8
1
2
2
1
1
132
1.5%
07:00
26
15:00
16
26
30
0
0
0
0
1
1
7
73
13
2
2
6
10
7
8
26
15
15
8
2
6
2
0
2
206
2.4%
07:00
73
15:00
26
31
35
3
3
2
1
3
41
49
204
178
61
57
56
80
63
77
117
112
165
74
34
22
12
15
16
1445
16.7%
07:00
204
17:00
165
36
40
10
3
1
5
12
94
185
370
326
243
207
214
213
242
263
258
274
252
190
115
99
64
34
31
3705
42.8%
07:00
370
16:00
274
41
45
5
4
5
9
24
48
195
123
164
160
191
172
136
128
128
164
129
61
80
62
63
43
18
22
2134
24.7%
06:00
195
15:00
164
46
50
2
1
2
6
6
17
38
16
24
20
34
31
24
27
18
17
13
10
5
11
13
9
3
3
350
4.0%
06:00
38
13:00
27
51
55
1
1
0
1
3
2
2
1
3
1
1
2
1
1
2
0
1
0
1
1
0
0
0
0
25
0.3%
04:00
3
14:00
2
56
60
1
0
0
0
0
1
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
5
0.1%
06:00
2
21:00
1
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
0.0%
13:00
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
22
12
11
24
51
207
510
884
768
524
530
534
519
511
552
670
624
579
392
238
211
135
73
76
8657
85th
Percent
46
45
45
47
46
43
44
40
42
43
43
43
43
43
42
42
41
39
41
43
43
43
42
43
95th
Percent
54
51
48
49
50
47
47
43
44
44
46
46
44
45
44
44
44
43
44
45
45
46
44
44
07:00
884
15:00
670
Page 3
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Westbound
Start
Time
11/13/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
0
0
0
0
1
1
18
46
53
29
24
32
46
34
57
79
89
95
21
15
3
6
4
1
654
7.6%
08:00
53
17:00
95
1290
7.5%
16
20
0
0
0
0
0
0
2
0
0
0
0
0
0
1
3
1
3
10
2
0
0
2
0
0
24
0.3%
06:00
2
17:00
10
42
0.2%
21
26
25
30
0
1
1
0
0
0
2
1
0
1
0
1
12
6
26
9
15
9
4
12
9
16
2
5
5
6
5
2
8
9
17
6
43
10
32
35
9
12
5
1
5
3
2
6
2
2
4
0
227
134
2.6%
1.6%
07:00
07:00
9
26
17:00
16:00
32
43
266
433
1.5%
2.5%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
31
35
3
1
1
0
6
11
26
147
85
50
78
60
69
65
72
125
153
147
58
28
40
24
11
11
1271
14.7%
07:00
147
16:00
153
2716
15.7%
31 MPH
37 MPH
43 MPH
45 MPH
36
40
15
5
4
9
17
62
155
370
280
196
154
212
197
212
237
267
257
220
133
122
95
54
41
28
3342
38.7%
07:00
370
15:00
267
7047
40.8%
41
45
9
3
4
8
16
78
244
250
243
170
168
176
157
198
124
142
93
66
107
66
53
40
23
14
2452
28.4%
07:00
250
13:00
198
4586
26.5%
46
50
2
2
1
1
10
25
44
52
58
43
26
33
44
23
20
16
13
3
13
8
8
5
4
8
462
5.4%
08:00
58
12:00
44
812
4.7%
51
55
0
0
0
1
0
6
8
5
7
5
2
3
5
3
2
1
0
1
2
0
0
1
0
2
54
0.6%
06:00
8
12:00
5
79
0.5%
56
60
0
1
0
0
0
1
1
0
2
1
0
0
0
0
0
1
0
0
0
0
1
1
0
0
9
0.1%
08:00
2
15:00
1
14
0.1%
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%
1
0.0%
0
0.0%
0
0.0%
0
0.0%
Total
30
13
10
22
51
185
516
905
752
510
477
523
529
543
532
655
661
609
357
245
208
141
87
68
8629
85th
Percent
43
47
44
44
46
45
44
43
44
44
43
43
44
43
42
42
40
39
43
42
42
43
43
44
95th
Percent
46
56
47
49
48
49
48
46
47
47
45
46
47
44
44
44
43
42
44
44
44
44
44
49
07:00
905
16:00
661
17286
36-45 MPH
11633
67.3%
5492
31.8%
36 MPH
Page 4
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Eastbound, Westbound
Start
1
Time
15
11/12/14
0
01:00
0
02:00
0
03:00
0
1
04:00
0
05:00
28
06:00
103
07:00
75
08:00
59
09:00
39
10:00
66
11:00
74
12 PM
68
13:00
77
14:00
108
15:00
123
16:00
109
17:00
18:00
43
19:00
18
20:00
7
21:00
2
22:00
2
23:00
0
Total
1002
Percent
5.8%
AM Peak
07:00
Vol.
103
PM Peak
16:00
Vol.
123
16
20
0
0
0
0
0
0
1
3
2
4
0
3
5
4
7
8
10
1
8
1
0
0
1
1
59
0.3%
09:00
4
16:00
10
21
25
2
0
1
2
2
5
18
31
19
23
18
12
26
7
26
46
25
26
27
4
8
12
1
2
343
2.0%
07:00
31
15:00
46
26
30
1
0
0
0
2
3
10
88
30
15
10
14
35
20
37
80
97
86
35
11
12
11
2
2
601
3.5%
07:00
88
16:00
97
31
35
6
3
5
1
7
56
75
283
261
146
132
140
158
160
249
310
405
413
192
112
80
50
26
27
3297
18.9%
07:00
283
17:00
413
36
40
22
15
6
7
29
133
287
575
527
423
412
430
487
519
533
568
602
565
418
327
254
170
110
60
7479
43.0%
07:00
575
16:00
602
41
45
14
10
8
12
38
80
276
231
288
258
306
295
260
254
256
292
233
148
171
146
147
114
53
54
3944
22.7%
10:00
306
15:00
292
46
50
3
3
3
6
8
24
60
30
44
28
48
66
45
50
31
41
23
18
11
19
23
18
7
9
618
3.6%
11:00
66
13:00
50
51
55
1
1
0
1
4
4
7
2
5
2
3
2
3
4
3
0
2
1
1
1
2
0
1
0
50
0.3%
06:00
7
13:00
4
56
60
1
0
0
0
0
2
2
0
0
0
0
1
0
1
0
0
0
0
0
0
1
1
0
0
9
0.1%
05:00
2
13:00
1
61
65
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
3
0
0
0
0
0
0
1
5
0.0%
16:00
3
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
1
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
12:00
1
Total
50
32
23
29
91
307
764
1346
1251
958
968
1029
1094
1088
1219
1453
1523
1367
906
639
534
378
203
156
17408
85th
Percent
44
44
44
47
44
43
44
41
42
42
43
43
42
42
42
41
40
39
41
42
43
43
42
43
95th
Percent
49
49
48
49
49
48
47
44
44
44
45
46
44
45
44
44
43
43
44
44
44
45
44
46
07:00
1346
16:00
1523
Page 5
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Eastbound, Westbound
Start
1
Time
15
11/13/14
0
01:00
0
02:00
0
03:00
1
04:00
3
4
05:00
28
06:00
81
07:00
79
08:00
09:00
43
10:00
40
11:00
49
12 PM
66
13:00
44
84
14:00
113
15:00
134
16:00
134
17:00
18:00
33
19:00
21
20:00
6
21:00
7
22:00
5
1
23:00
976
Total
5.6%
Percent
07:00
AM Peak
Vol.
81
PM Peak
16:00
Vol.
134
Total
1978
Percent
5.7%
Stats
16
20
0
1
0
0
0
0
4
2
2
0
1
1
0
1
8
4
11
15
6
0
2
5
0
0
63
0.4%
06:00
4
17:00
15
122
0.4%
21
26
25
30
0
3
1
0
0
0
3
1
1
1
2
2
13
6
35
16
22
15
11
16
15
34
19
14
11
13
8
10
47
23
77
25
141
44
57
119
27
49
17
17
11
6
8
10
6
3
4
2
637
328
3.7%
1.9%
07:00
11:00
19
35
17:00
16:00
57
141
671
1238
1.9%
3.6%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
31
35
4
3
3
1
9
16
39
179
147
114
146
134
144
125
202
363
419
415
200
135
99
70
24
19
3010
17.4%
07:00
179
16:00
419
6307
18.2%
30 MPH
37 MPH
42 MPH
44 MPH
36
40
33
15
12
18
32
95
241
558
443
394
353
420
437
470
576
585
596
482
327
291
230
156
114
66
6944
40.2%
07:00
558
16:00
596
14423
41.6%
41
45
21
10
8
11
24
111
336
397
383
280
273
310
326
346
263
275
199
143
203
147
131
87
77
57
4418
25.6%
07:00
397
13:00
346
8362
24.1%
46
50
9
3
3
1
18
34
77
91
81
66
49
51
70
48
32
36
26
10
19
22
23
11
15
16
811
4.7%
07:00
91
12:00
70
1429
4.1%
51
55
0
0
1
2
2
8
11
5
7
7
3
3
7
4
6
3
1
2
3
2
2
2
0
2
83
0.5%
06:00
11
12:00
7
133
0.4%
56
60
0
1
0
0
0
1
1
0
2
1
0
1
0
0
0
1
1
0
0
0
1
1
0
0
11
0.1%
08:00
2
15:00
1
20
0.1%
61
65
0
0
0
0
0
0
0
0
1
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
2
0.0%
08:00
1
13:00
1
7
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
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
07:00
1
0
0.0%
0
0.0%
2
0.0%
Total
70
34
27
38
90
273
756
1365
1182
932
914
1002
1074
1057
1241
1482
1572
1377
867
652
511
357
244
167
17284
85th
Percent
44
44
44
43
46
45
44
43
43
43
43
43
43
43
42
41
39
39
42
42
43
42
43
44
95th
Percent
48
48
49
50
49
49
48
46
46
47
45
45
46
45
44
44
43
43
44
44
45
44
45
48
07:00
1365
16:00
1572
34692
36-45 MPH
22785
65.7%
9953
28.7%
36 MPH
Page 6
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Eastbound
Start
Time
11/12/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Bikes
0
0
0
0
0
0
0
1
1
1
0
1
4
1
3
0
4
3
0
1
1
0
0
0
21
0.2%
07:00
1
12:00
4
Cars &
Trailers
25
17
10
2
25
71
179
347
350
287
317
359
406
420
491
583
664
642
411
335
266
200
110
65
6582
75.2%
11:00
359
16:00
664
2 Axle
Long
3
2
1
3
12
20
48
54
84
80
87
92
109
104
121
130
154
88
71
51
45
36
17
14
1426
16.3%
11:00
92
16:00
154
Buses
0
1
0
0
2
4
5
5
7
2
2
4
3
2
2
2
0
1
1
0
1
0
0
0
44
0.5%
08:00
7
12:00
3
2 Axle
6 Tire
0
0
1
0
1
2
10
15
5
28
14
16
22
9
10
21
19
12
9
5
7
3
2
1
212
2.4%
09:00
28
12:00
22
3 Axle
Single
0
0
0
0
0
1
0
3
2
6
3
1
6
3
5
5
11
4
2
2
1
1
0
0
56
0.6%
09:00
6
16:00
11
4 Axle
Single
0
0
0
0
0
0
0
0
0
0
0
0
0
2
3
0
0
0
0
0
0
0
0
0
5
0.1%
14:00
3
<5 Axl
Double
0
0
0
0
0
0
0
2
1
2
0
1
2
5
3
1
3
4
3
1
0
3
0
0
31
0.4%
07:00
2
13:00
5
5 Axle
Double
0
0
0
0
0
2
1
1
1
0
2
0
1
4
2
1
1
0
0
0
1
0
1
0
18
0.2%
05:00
2
13:00
4
>6 Axl
Double
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
06:00
1
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Not
Classed
0
0
0
0
0
0
10
34
32
28
13
21
22
27
27
40
43
34
17
6
1
0
0
0
355
4.1%
07:00
34
16:00
43
Total
28
20
12
5
40
100
254
462
483
434
438
495
575
577
667
783
899
788
514
401
323
243
130
80
8751
Page 1
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Eastbound
Start
Time
11/13/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Grand
Total
Percent
Bikes
0
0
0
0
1
0
0
2
2
2
0
2
1
1
2
3
3
3
0
0
0
0
1
0
23
0.3%
07:00
2
15:00
3
Cars &
Trailers
31
19
13
9
27
53
158
330
306
295
324
343
401
378
549
639
666
590
419
342
250
187
131
79
6539
75.6%
11:00
343
16:00
666
2 Axle
Long
7
2
3
4
8
25
46
71
79
82
81
92
95
93
108
115
159
109
64
51
39
26
23
19
1401
16.2%
11:00
92
16:00
159
Buses
1
0
0
1
1
0
5
3
6
1
1
1
4
2
4
1
1
0
0
0
1
0
0
0
33
0.4%
08:00
6
12:00
4
2 Axle
6 Tire
1
0
0
1
1
2
14
12
8
18
7
17
16
19
14
27
28
20
13
6
9
1
0
1
235
2.7%
09:00
18
16:00
28
3 Axle
Single
0
0
0
0
0
0
5
1
2
3
4
3
3
5
2
6
4
5
1
1
0
0
1
0
46
0.5%
06:00
5
15:00
6
4 Axle
Single
0
0
0
0
0
0
0
1
1
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
4
0.0%
07:00
1
13:00
1
<5 Axl
Double
0
0
0
0
0
0
2
1
0
7
1
2
2
4
4
1
4
1
1
1
0
1
0
0
32
0.4%
09:00
7
13:00
4
5 Axle
Double
0
0
1
0
0
5
0
2
0
1
2
2
3
1
0
1
1
0
0
0
0
0
0
0
19
0.2%
05:00
5
12:00
3
>6 Axl
Double
0
0
0
0
0
0
0
2
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
3
0.0%
07:00
2
14:00
1
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Not
Classed
0
0
0
1
1
3
10
35
26
13
16
17
20
10
25
34
45
40
12
6
4
1
1
0
320
3.7%
07:00
35
16:00
45
44
13121
2827
77
447
102
9
63
37
4
0
0
0
675
0.3%
75.4%
16.2%
0.4%
2.6%
0.6%
0.1%
0.4%
0.2%
0.0%
0.0%
0.0%
0.0%
3.9%
Total
40
21
17
16
39
88
240
460
430
422
437
479
545
514
709
827
911
768
510
407
303
216
157
99
8655
17406
Page 2
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Westbound
Start
Time
11/12/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Bikes
0
1
0
0
1
0
2
3
0
0
0
2
4
1
1
0
4
1
0
2
0
0
1
0
23
0.3%
07:00
3
12:00
4
Cars &
Trailers
18
8
8
13
33
140
337
612
568
379
373
366
331
341
380
445
392
383
297
182
163
119
54
64
6006
69.4%
07:00
612
15:00
445
2 Axle
Long
2
1
0
8
10
43
116
169
118
91
102
85
93
106
90
123
107
96
57
38
33
10
15
9
1522
17.6%
07:00
169
15:00
123
Buses
0
0
0
0
0
2
2
2
6
1
2
3
4
3
3
5
4
0
0
0
0
0
0
0
37
0.4%
08:00
6
15:00
5
2 Axle
6 Tire
0
2
3
2
5
22
32
27
26
21
24
26
24
13
20
27
32
25
13
3
8
4
1
3
363
4.2%
06:00
32
16:00
32
3 Axle
Single
0
0
0
1
0
0
5
1
0
2
3
2
4
2
6
0
4
1
0
1
0
0
0
0
32
0.4%
06:00
5
14:00
6
4 Axle
Single
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
<5 Axl
Double
0
0
0
0
0
0
0
2
2
0
0
4
5
3
1
2
1
1
0
0
0
0
0
0
21
0.2%
11:00
4
12:00
5
5 Axle
Double
2
0
0
0
1
0
0
0
3
1
0
0
6
1
1
0
4
0
0
0
0
0
0
0
19
0.2%
08:00
3
12:00
6
>6 Axl
Double
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0.0%
20:00
1
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Not
Classed
0
0
0
0
1
0
16
68
44
29
26
46
48
41
50
68
76
72
25
12
6
2
2
0
632
7.3%
07:00
68
16:00
76
Total
22
12
11
24
51
207
510
884
768
524
530
534
519
511
552
670
624
579
392
238
211
135
73
76
8657
Page 3
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Westbound
Start
Time
11/13/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Grand
Total
Percent
Bikes
0
0
0
0
0
0
1
0
0
0
3
0
1
0
0
3
1
2
0
0
0
0
0
0
11
0.1%
10:00
3
15:00
3
Cars &
Trailers
24
10
7
17
30
125
334
642
550
352
326
352
363
383
372
416
448
398
275
192
159
112
72
55
6014
69.7%
07:00
642
16:00
448
2 Axle
Long
5
1
1
4
11
37
96
175
101
88
93
111
89
90
79
114
89
93
47
28
37
15
7
7
1418
16.4%
07:00
175
15:00
114
Buses
0
1
0
0
1
1
3
1
3
4
4
1
1
0
1
1
5
2
0
0
0
0
0
0
29
0.3%
09:00
4
16:00
5
2 Axle
6 Tire
1
1
2
1
8
21
56
35
37
32
18
21
25
30
17
35
26
26
14
9
9
6
4
4
438
5.1%
06:00
56
15:00
35
3 Axle
Single
0
0
0
0
0
0
2
2
1
1
5
3
4
0
0
0
0
1
0
0
0
0
0
0
19
0.2%
10:00
5
12:00
4
4 Axle
Single
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
<5 Axl
Double
0
0
0
0
0
0
2
4
4
4
1
3
0
2
4
6
2
1
0
0
0
1
0
1
35
0.4%
07:00
4
15:00
6
5 Axle
Double
0
0
0
0
0
0
4
0
3
0
3
0
0
4
2
1
0
1
0
1
0
1
0
0
20
0.2%
06:00
4
13:00
4
>6 Axl
Double
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
10:00
1
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Not
Classed
0
0
0
0
1
1
18
46
53
29
23
32
46
34
57
79
90
85
21
15
3
6
4
1
644
7.5%
08:00
53
16:00
90
34
12020
2940
66
801
51
1
56
39
1
1
0
0
1276
0.2%
69.5%
17.0%
0.4%
4.6%
0.3%
0.0%
0.3%
0.2%
0.0%
0.0%
0.0%
0.0%
7.4%
Total
30
13
10
22
51
185
516
905
752
510
477
523
529
543
532
655
661
609
357
245
208
141
87
68
8629
17286
Page 4
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Eastbound, Westbound
Start
Time
Bikes
11/12/14
0
01:00
1
02:00
0
03:00
0
04:00
1
05:00
0
06:00
2
07:00
4
08:00
1
09:00
1
10:00
0
11:00
3
12 PM
8
13:00
2
14:00
4
15:00
0
16:00
8
17:00
4
18:00
0
19:00
3
20:00
1
21:00
0
22:00
1
23:00
0
Total
44
Percent
0.3%
AM Peak
07:00
Vol.
4
PM Peak
12:00
Vol.
8
Cars &
Trailers
43
25
18
15
58
211
516
959
918
666
690
725
737
761
871
1028
1056
1025
708
517
429
319
164
129
12588
72.3%
07:00
959
16:00
1056
2 Axle
Long
5
3
1
11
22
63
164
223
202
171
189
177
202
210
211
253
261
184
128
89
78
46
32
23
2948
16.9%
07:00
223
16:00
261
Buses
0
1
0
0
2
6
7
7
13
3
4
7
7
5
5
7
4
1
1
0
1
0
0
0
81
0.5%
08:00
13
12:00
7
2 Axle
6 Tire
0
2
4
2
6
24
42
42
31
49
38
42
46
22
30
48
51
37
22
8
15
7
3
4
575
3.3%
09:00
49
16:00
51
3 Axle
Single
0
0
0
1
0
1
5
4
2
8
6
3
10
5
11
5
15
5
2
3
1
1
0
0
88
0.5%
09:00
8
16:00
15
4 Axle
Single
0
0
0
0
0
0
0
0
1
0
0
0
0
2
3
0
0
0
0
0
0
0
0
0
6
0.0%
08:00
1
14:00
3
<5 Axl
Double
0
0
0
0
0
0
0
4
3
2
0
5
7
8
4
3
4
5
3
1
0
3
0
0
52
0.3%
11:00
5
13:00
8
5 Axle
Double
2
0
0
0
1
2
1
1
4
1
2
0
7
5
3
1
5
0
0
0
1
0
1
0
37
0.2%
08:00
4
12:00
7
>6 Axl
Double
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
06:00
1
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0.0%
20:00
1
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Not
Classed
0
0
0
0
1
0
26
102
76
57
39
67
70
68
77
108
119
106
42
18
7
2
2
0
987
5.7%
07:00
102
16:00
119
Total
50
32
23
29
91
307
764
1346
1251
958
968
1029
1094
1088
1219
1453
1523
1367
906
639
534
378
203
156
17408
Page 5
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Route 202
Location: East of Route 33
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Eastbound, Westbound
Start
Time
Bikes
11/13/14
0
01:00
0
02:00
0
03:00
0
04:00
1
05:00
0
06:00
1
07:00
2
08:00
2
09:00
2
10:00
3
11:00
2
12 PM
2
13:00
1
14:00
2
15:00
6
16:00
4
17:00
5
18:00
0
19:00
0
20:00
0
21:00
0
22:00
1
23:00
0
Total
34
Percent
0.2%
AM Peak
10:00
Vol.
3
PM Peak
15:00
Vol.
6
Grand
Total
Percent
Cars &
Trailers
55
29
20
26
57
178
492
972
856
647
650
695
764
761
921
1055
1114
988
694
534
409
299
203
134
12553
72.6%
07:00
972
16:00
1114
2 Axle
Long
12
3
4
8
19
62
142
246
180
170
174
203
184
183
187
229
248
202
111
79
76
41
30
26
2819
16.3%
07:00
246
16:00
248
Buses
1
1
0
1
2
1
8
4
9
5
5
2
5
2
5
2
6
2
0
0
1
0
0
0
62
0.4%
08:00
9
16:00
6
2 Axle
6 Tire
2
1
2
2
9
23
70
47
45
50
25
38
41
49
31
62
54
46
27
15
18
7
4
5
673
3.9%
06:00
70
15:00
62
3 Axle
Single
0
0
0
0
0
0
7
3
3
4
9
6
7
5
2
6
4
6
1
1
0
0
1
0
65
0.4%
10:00
9
12:00
7
4 Axle
Single
0
0
0
0
0
0
0
1
1
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
4
0.0%
07:00
1
13:00
1
<5 Axl
Double
0
0
0
0
0
0
4
5
4
11
2
5
2
6
8
7
6
2
1
1
0
2
0
1
67
0.4%
09:00
11
14:00
8
5 Axle
Double
0
0
1
0
0
5
4
2
3
1
5
2
3
5
2
2
1
1
0
1
0
1
0
0
39
0.2%
05:00
5
13:00
5
>6 Axl
Double
0
0
0
0
0
0
0
2
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
4
0.0%
07:00
2
14:00
1
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
>6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
Not
Classed
0
0
0
1
2
4
28
81
79
42
39
49
66
44
82
113
135
125
33
21
7
7
5
1
964
5.6%
07:00
81
16:00
135
78
25141
5767
143
1248
153
10
119
76
5
1
0
0
1951
0.2%
72.5%
16.6%
0.4%
3.6%
0.4%
0.0%
0.3%
0.2%
0.0%
0.0%
0.0%
0.0%
5.6%
Total
70
34
27
38
90
273
756
1365
1182
932
914
1002
1074
1057
1241
1482
1572
1377
867
652
511
357
244
167
17284
34692
Page 6
Innovative Data, LLC
Location: Memorial Drive (Route 33)
Location: South of Route 202
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Start
12-Nov-14
Southbound
Northbound
Combined
Time
Wed
A.M.
P.M.
A.M.
P.M.
A.M.
P.M.
12:00
11
144
11
187
22
331
12:15
7
149
11
179
18
328
12:30
8
131
3
188
11
319
12:45
2
168
5
173
7
341
01:00
6
155
8
198
14
353
01:15
5
166
6
159
11
325
01:30
7
145
10
194
17
339
01:45
6
176
4
176
10
352
02:00
3
156
6
169
9
325
02:15
0
164
3
198
3
362
02:30
4
163
4
194
8
357
02:45
5
158
0
196
5
354
03:00
3
193
3
206
6
399
03:15
2
181
0
206
2
387
03:30
6
172
2
182
8
354
03:45
11
172
3
207
14
379
199
04:00
10
10
196
20
395
190
223
413
04:15
12
13
25
172
199
371
04:30
12
5
17
201
218
419
04:45
13
10
23
242
416
05:00
26
174
12
38
381
05:15
38
183
25
198
63
05:30
46
153
36
199
82
352
05:45
57
144
33
205
90
349
06:00
49
158
40
177
89
335
06:15
102
120
57
135
159
255
06:30
95
109
104
152
199
261
06:45
121
125
106
136
227
261
07:00
119
81
107
109
226
190
07:15
133
84
143
124
276
208
07:30
153
84
138
97
291
181
07:45
163
75
153
100
316
175
08:00
155
69
165
108
320
177
08:15
149
80
171
98
320
178
08:30
139
66
173
71
312
137
08:45
133
64
150
59
283
123
09:00
154
53
160
73
314
126
09:15
118
38
145
68
263
106
09:30
122
41
127
42
249
83
09:45
147
41
120
41
267
82
10:00
135
27
136
48
271
75
10:15
146
33
148
28
294
61
10:30
124
32
157
25
281
57
10:45
142
19
158
22
300
41
137
172
309
11:00
25
23
48
139
156
295
11:15
24
15
39
192
172
364
11:30
16
18
34
163
182
345
23
11:45
15
8
3563
6469
7093 11957
Total
3530
5488
10032
19050
Day Total
9018
% Total
18.5% 28.8% 18.7% 34.0%
Peak
Vol.
P.H.F.
ADT
-
11:00
631
0.822
ADT 18,870
04:00
762
0.948
11:00
682
0.937
04:15
882
0.911
11:00
1313
0.902
04:15
1619
0.966
13-Nov
Thu
Southbound
Northbound
A.M.
P.M.
A.M.
P.M.
10
165
11
166
7
144
12
186
14
156
5
152
5
154
6
167
5
153
12
168
9
160
5
131
3
158
8
146
7
149
4
156
4
193
8
175
0
143
5
152
6
162
2
205
5
168
6
208
4
196
2
226
4
159
1
237
8
182
5
211
190
15
3
211
220
228
7
12
198
220
16
9
183
233
20
14
215
14
174
16
23
191
13
212
32
156
20
208
37
187
36
202
60
147
34
182
53
137
41
177
84
122
48
152
106
126
128
159
110
99
121
115
114
104
119
114
161
84
118
129
144
144
85
113
158
149
78
92
150
157
74
94
168
147
75
63
135
72
133
74
131
65
129
84
96
66
133
64
131
49
132
54
140
39
135
75
124
36
121
46
117
34
127
46
131
25
121
30
117
30
126
37
124
20
130
31
131
31
150
26
134
28
146
24
139
18
161
17
145
6
153
11
3337
5591
3339
6424
8928
9763
17.9% 29.9% 17.9% 34.4%
-
07:15
613
0.952
03:45
791
0.899
07:30
618
0.920
04:00
896
0.961
Combined
A.M.
P.M.
21
331
19
330
19
308
11
321
17
321
14
291
11
304
11
305
12
368
5
295
8
367
11
376
6
422
5
396
13
393
401
18
448
19
418
25
416
34
30
389
36
403
52
364
73
389
94
329
94
314
132
274
234
285
231
214
233
218
279
213
288
198
307
170
307
168
315
138
268
146
260
149
229
130
263
103
275
114
245
82
244
80
252
55
243
67
254
51
281
57
280
52
300
35
298
17
6676
12015
18691
07:30
1217
0.966
03:45
1683
0.939
AADT 18,870
Page 1
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Memorial Drive (Route 33) - SB
Location: South of Route 202
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Southbound
Start
Time
11/12/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
20
5
6
1
4
7
34
115
138
181
128
139
140
136
166
157
172
151
148
97
42
47
31
13
7
2065
22.9%
08:00
181
15:00
172
21
22
1
1
0
4
2
2
15
13
7
8
8
5
6
6
6
6
7
5
10
11
8
4
3
3
141
1.6%
06:00
15
19:00
11
23
24
0
1
1
1
1
0
3
1
5
4
2
4
8
0
9
6
6
1
3
0
1
2
0
1
60
0.7%
08:00
5
14:00
9
25
26
2
0
1
0
5
3
2
5
1
5
9
9
7
7
7
8
4
3
6
2
1
0
1
1
89
1.0%
10:00
9
15:00
8
27
28
2
0
1
2
2
7
4
18
15
40
31
31
28
32
41
11
26
14
10
8
4
8
6
3
344
3.8%
09:00
40
14:00
41
29
30
3
3
2
1
4
14
29
60
67
81
65
54
62
64
71
61
72
64
47
34
13
17
9
4
901
10.0%
09:00
81
16:00
72
31
32
2
3
2
3
5
40
51
103
102
105
117
138
105
132
107
137
159
128
94
59
47
33
10
12
1694
18.8%
11:00
138
16:00
159
33
34
3
4
3
2
8
25
64
114
105
96
93
127
121
119
121
156
186
137
112
79
62
35
16
18
1806
20.0%
11:00
127
16:00
186
35
36
4
3
1
2
5
29
49
80
62
43
55
74
67
69
84
79
81
91
63
53
45
21
21
16
1097
12.2%
07:00
80
17:00
91
37
38
2
1
0
3
6
9
19
19
21
23
15
29
35
26
25
51
48
41
43
20
38
8
19
9
510
5.7%
11:00
29
15:00
51
39
40
1
0
0
0
2
2
11
12
7
7
10
13
11
12
9
19
13
14
14
14
10
5
7
3
196
2.2%
11:00
13
15:00
19
41
42
2
2
0
0
0
1
4
3
3
1
3
2
5
7
4
7
5
6
7
0
1
2
2
0
67
0.7%
06:00
4
13:00
7
43
44
0
0
0
0
0
1
1
2
0
0
0
5
1
2
0
3
1
1
5
1
1
5
4
3
36
0.4%
11:00
5
18:00
5
45
999
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
3
1
1
1
1
2
0
0
12
0.1%
00:00
1
16:00
3
Total
28
24
12
22
47
167
367
568
576
541
547
631
592
642
641
718
762
654
512
324
279
173
111
80
9018
85th
Percent
36
35
33
35
36
35
35
34
34
33
34
34
34
34
34
35
34
35
35
35
36
35
37
36
95th
Percent
40
40
34
37
37
37
37
36
36
36
36
37
37
37
36
37
37
37
38
37
37
39
40
39
11:00
631
16:00
762
Page 1
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Memorial Drive (Route 33) - SB
Location: South of Route 202
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Southbound
Start
Time
11/13/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
20
8
3
1
7
12
28
79
121
115
88
68
89
103
103
127
150
168
128
90
51
52
35
37
83
1746
19.6%
07:00
121
16:00
168
3811
21.2%
21
22
0
2
1
4
1
6
18
24
13
13
9
10
4
6
9
12
11
8
7
10
3
3
1
0
175
2.0%
07:00
24
15:00
12
316
1.8%
23
25
24
26
1
0
1
0
0
1
3
0
1
0
2
1
2
7
1
5
7
8
4
4
6
4
5
6
6
2
10
1
9
5
7
3
7
7
3
3
5
1
1
1
1
7
0
4
2
1
0
0
83
72
0.9%
0.8%
08:00
08:00
8
7
16:00
13:00
7
10
132
172
0.7%
1.0%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
27
28
0
0
3
0
3
1
1
6
5
17
22
14
14
22
16
20
19
28
6
8
10
18
8
0
241
2.7%
10:00
22
17:00
28
585
3.3%
14 MPH
31 MPH
35 MPH
37 MPH
29
30
2
0
1
2
3
10
7
23
14
44
55
44
53
46
62
67
71
74
37
43
29
24
9
0
720
8.1%
10:00
55
17:00
74
1621
9.0%
31
32
3
5
0
1
7
19
35
42
58
83
102
108
124
117
136
148
180
145
88
50
61
35
12
0
1559
17.5%
11:00
108
16:00
180
3253
18.1%
33
34
9
3
3
5
5
26
48
90
114
95
94
119
145
161
115
140
146
128
118
95
68
35
17
0
1779
19.9%
11:00
119
13:00
161
3585
20.0%
35
36
5
3
2
3
11
29
83
128
118
73
69
93
98
92
105
108
93
102
75
46
37
24
13
0
1410
15.8%
07:00
128
15:00
108
2507
14.0%
37
38
6
3
2
3
7
12
44
86
63
42
39
28
37
37
45
47
38
40
32
32
12
8
4
0
667
7.5%
07:00
86
15:00
47
1177
6.6%
39
40
2
4
0
3
6
9
20
26
28
15
10
21
22
15
25
15
18
16
17
6
3
1
4
0
286
3.2%
08:00
28
14:00
25
482
2.7%
41
42
0
0
1
0
1
7
3
13
11
7
7
8
6
5
8
4
10
3
2
4
2
2
1
0
105
1.2%
07:00
13
16:00
10
172
1.0%
43
44
0
0
0
0
0
2
4
5
5
5
3
3
4
2
2
4
3
2
2
3
0
1
0
0
50
0.6%
07:00
5
12:00
4
86
0.5%
45
999
0
0
0
0
0
0
2
7
4
1
1
1
1
3
2
2
4
1
4
1
1
0
0
0
35
0.4%
07:00
7
16:00
4
47
0.3%
Total
36
24
15
31
57
152
353
577
563
491
489
549
619
620
666
727
775
681
484
351
286
190
109
83
8928
85th
Percent
36
38
36
36
37
37
36
37
36
35
35
35
35
35
35
35
34
35
35
35
34
34
34
17
95th
Percent
38
39
40
38
39
40
38
39
39
38
37
38
38
37
38
37
37
37
37
37
36
36
37
19
07:00
577
16:00
775
17946
29-38 MPH
12143
67.8%
305
1.7%
28 MPH
Page 2
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Memorial Drive (Route 33) - SB
Location: South of Route 202
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Southbound
Start
Time
11/12/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Bikes
1
0
0
0
2
0
3
4
3
4
4
4
7
12
7
6
4
7
2
4
2
0
1
0
77
0.9%
07:00
4
13:00
12
Cars &
Trailers
19
23
9
13
35
114
251
390
413
373
364
443
398
429
448
479
539
466
384
263
218
147
94
69
6381
70.8%
11:00
443
16:00
539
2 Axle
Long
4
0
1
6
5
36
77
105
69
84
87
96
109
97
88
100
111
89
68
36
38
19
13
8
1346
14.9%
07:00
105
16:00
111
Buses
1
0
0
0
0
1
0
3
3
3
6
0
0
1
5
8
1
1
1
0
0
0
0
0
34
0.4%
10:00
6
15:00
8
2 Axle
6 Tire
1
0
2
1
2
9
7
13
10
22
10
12
14
26
15
17
19
10
6
2
5
0
1
2
206
2.3%
09:00
22
13:00
26
3 Axle
Single
0
0
0
0
0
0
0
7
1
3
5
5
3
6
6
5
3
2
3
0
0
2
0
0
51
0.6%
07:00
7
13:00
6
4 Axle
Single
0
0
0
0
0
0
1
0
1
0
1
0
1
0
1
0
0
0
0
0
0
0
0
0
5
0.1%
06:00
1
12:00
1
<5 Axl
Double
0
0
0
0
1
1
1
3
2
5
4
6
4
2
5
9
9
7
4
3
3
0
0
0
69
0.8%
11:00
6
15:00
9
5 Axle
Double
1
0
0
0
2
0
0
1
2
4
0
1
2
1
3
1
4
0
0
1
1
0
0
0
24
0.3%
09:00
4
16:00
4
>6 Axl
Double
0
0
0
0
0
0
0
0
1
0
1
0
0
0
1
1
1
0
0
0
0
0
0
0
5
0.1%
08:00
1
14:00
1
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
1
0
0
0
0
0
0
0
0
2
0.0%
09:00
1
15:00
1
6 Axle
Multi
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
>6 Axl
Multi
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
Not
Classed
1
1
0
2
0
6
27
42
70
42
65
64
54
68
62
91
71
72
43
15
12
5
2
1
816
9.0%
08:00
70
15:00
91
Total
28
24
12
22
47
167
367
568
576
541
547
631
592
642
641
718
762
654
512
324
279
173
111
80
9018
Page 1
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Memorial Drive (Route 33) - SB
Location: South of Route 202
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Southbound
Start
Time
11/13/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Grand
Total
Percent
Bikes
0
0
0
0
1
0
1
4
6
7
2
4
4
8
8
8
7
4
4
1
2
0
0
0
71
0.8%
09:00
7
13:00
8
Cars &
Trailers
27
20
8
21
36
97
220
374
383
324
352
390
427
446
465
475
547
498
385
287
247
164
74
0
6267
70.2%
11:00
390
16:00
547
2 Axle
Long
7
2
2
5
11
43
88
121
92
91
81
85
103
91
94
124
100
88
59
42
25
21
10
0
1385
15.5%
07:00
121
15:00
124
Buses
0
1
1
0
1
0
2
2
2
6
5
1
0
0
0
5
5
1
0
0
0
0
0
0
32
0.4%
09:00
6
15:00
5
2 Axle
6 Tire
1
0
2
1
5
7
19
31
21
15
11
13
22
20
21
28
22
11
8
4
6
3
0
0
271
3.0%
07:00
31
15:00
28
3 Axle
Single
0
0
1
0
0
1
1
5
9
5
3
8
8
7
3
3
3
0
1
0
1
0
0
0
59
0.7%
08:00
9
12:00
8
4 Axle
Single
0
0
0
0
0
0
1
0
1
0
0
1
1
0
0
0
0
1
0
0
0
0
0
0
5
0.1%
06:00
1
12:00
1
<5 Axl
Double
0
0
0
0
0
0
1
4
5
3
6
1
2
2
7
5
3
9
1
1
0
1
0
0
51
0.6%
10:00
6
17:00
9
5 Axle
Double
0
0
1
0
1
0
2
1
0
0
2
5
0
2
2
0
2
4
0
0
0
0
0
0
22
0.2%
11:00
5
17:00
4
>6 Axl
Double
0
0
0
0
0
0
0
0
0
0
0
1
0
2
1
0
0
2
0
0
0
0
0
0
6
0.1%
11:00
1
13:00
2
<6 Axl
Multi
0
0
0
0
0
0
0
0
0
0
0
1
0
1
0
0
1
0
0
0
0
0
0
0
3
0.0%
11:00
1
13:00
1
6 Axle
Multi
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0.0%
17:00
1
>6 Axl
Multi
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
3
0.0%
06:00
1
14:00
1
Not
Classed
1
1
0
4
2
4
17
35
44
40
27
39
52
41
64
79
85
62
25
16
5
1
25
83
752
8.4%
08:00
44
16:00
85
148
12648
2731
66
477
110
10
120
46
11
5
2
4
1568
0.8%
70.5%
15.2%
0.4%
2.7%
0.6%
0.1%
0.7%
0.3%
0.1%
0.0%
0.0%
0.0%
8.7%
Total
36
24
15
31
57
152
353
577
563
491
489
549
619
620
666
727
775
681
484
351
286
190
109
83
8928
17946
Page 2
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Memorial Drive (Route 33) - NB
Location: South of Route 202
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Northbound
Start
Time
11/12/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
1
15
3
6
0
2
1
9
42
115
136
76
92
133
107
130
170
187
161
161
41
24
21
19
5
2
1643
16.4%
08:00
136
15:00
187
16
20
3
4
0
1
1
14
51
69
97
90
67
88
114
92
95
106
138
149
81
36
43
25
7
5
1376
13.7%
08:00
97
17:00
149
21
25
2
1
1
0
0
3
3
37
51
62
38
67
92
116
103
152
144
174
75
27
12
12
3
3
1178
11.7%
11:00
67
17:00
174
26
30
4
2
2
3
10
21
49
97
131
131
146
162
171
188
183
167
233
240
208
133
84
52
23
8
2448
24.4%
11:00
162
17:00
240
31
35
11
10
7
2
13
34
99
152
168
144
194
182
187
165
169
142
121
108
155
165
136
79
63
24
2530
25.2%
10:00
194
12:00
187
36
40
5
4
3
0
8
20
57
60
71
42
57
46
52
33
34
44
31
10
39
36
37
32
18
21
760
7.6%
08:00
71
12:00
52
41
45
2
1
0
0
5
5
5
11
5
6
5
2
4
3
3
3
8
1
0
7
3
4
3
1
87
0.9%
07:00
11
16:00
8
46
50
0
0
0
0
0
0
0
0
0
1
0
2
0
0
0
0
0
1
0
2
0
1
1
0
8
0.1%
11:00
2
19:00
2
51
55
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
2
0.0%
06:00
1
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
30
28
13
8
38
106
307
541
659
552
599
682
727
727
757
801
836
844
600
430
336
224
123
64
10032
85th
Percent
37
36
36
32
39
37
36
34
34
33
34
33
33
32
32
32
31
29
33
34
34
35
35
37
95th
Percent
41
39
38
33
43
39
39
38
38
37
37
36
36
34
34
35
34
33
36
38
38
39
39
39
11:00
682
17:00
844
Page 1
Innovative Data, LLC
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Location: Memorial Drive (Route 33) - NB
Location: South of Route 202
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
Northbound
Start
Time
11/13/14
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM Peak
Vol.
PM Peak
Vol.
Total
Percent
Stats
1
15
1
0
0
1
4
7
48
82
91
64
54
82
75
56
99
208
187
192
61
32
19
12
5
3
1383
14.2%
08:00
91
15:00
208
3026
15.3%
16
20
6
6
0
1
5
10
66
83
95
71
49
50
80
70
89
133
155
159
68
35
31
21
9
6
1298
13.3%
08:00
95
17:00
159
2674
13.5%
21
26
25
30
1
3
3
6
0
5
0
1
2
3
14
2
27
7
55
27
112
48
22
136
55
135
57
169
58
189
64
158
221
101
252
125
246
137
146
196
75
215
36
136
19
103
11
78
4
45
15
2
2520
1002
25.8%
10.3%
11:00
11:00
57
169
17:00
15:00
146
252
2180
4968
11.0%
25.1%
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 40 MPH :
Percent of Vehicles > 40 MPH :
Mean Speed(Average) :
31
35
16
9
11
5
19
37
87
157
174
172
157
202
202
190
173
141
144
96
155
165
117
93
56
29
2607
26.7%
11:00
202
12:00
202
5137
26.0%
14 MPH
27 MPH
33 MPH
37 MPH
36
40
6
5
3
2
8
23
72
103
61
47
51
48
63
58
53
24
23
14
28
42
21
22
21
22
820
8.4%
07:00
103
12:00
63
1580
8.0%
41
45
1
0
2
1
9
10
28
18
5
9
3
2
4
4
3
2
3
1
1
2
4
2
4
1
119
1.2%
06:00
28
12:00
4
206
1.0%
46
50
0
0
0
0
1
0
3
4
1
0
0
0
0
1
1
0
1
0
0
0
1
0
0
0
13
0.1%
07:00
4
13:00
1
21
0.1%
51
55
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
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%
3
0.0%
0
0.0%
0
0.0%
0
0.0%
0
0.0%
0
0.0%
Total
34
29
21
11
51
103
338
530
587
521
504
610
671
601
740
885
896
804
603
448
315
239
144
78
9763
85th
Percent
36
35
38
38
41
38
38
37
34
34
34
33
34
34
33
31
31
29
33
34
34
34
35
37
95th
Percent
39
38
42
42
44
42
42
39
38
38
37
37
37
37
36
34
34
33
34
37
37
37
39
39
11:00
610
16:00
896
19795
26-35 MPH
10105
51.0%
230
1.2%
25 MPH
Page 2
Innovative Data, LLC
Location: Memorial Drive (Route 33) - NB
Location: South of Route 202
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Northbound
Start
Time
Motor
Cars
Trailer
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Doubl
5 Axle
Doubl
>6 Axl
Doubl
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
Bicycl
Not
Class
0
0
0
0
0
0
2
3
5
2
3
3
6
3
4
2
4
1
2
0
0
1
0
1
42
0.4%
18
18
9
1
19
55
153
307
370
306
378
446
433
457
469
502
527
587
446
348
228
160
105
46
6388
63.7%
2
1
2
2
7
18
52
58
77
64
72
80
106
74
89
98
99
75
55
27
46
22
9
10
1145
11.4%
0
0
0
0
4
3
1
2
4
6
1
1
3
1
0
2
0
0
0
0
0
0
0
0
28
0.3%
0
0
2
2
2
3
6
9
14
25
8
11
21
16
11
13
14
10
4
5
8
3
0
0
187
1.9%
0
1
0
0
4
3
2
2
5
5
2
7
1
6
2
2
3
1
1
1
0
0
0
0
48
0.5%
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
2
0.0%
0
0
0
0
0
0
3
2
4
10
7
4
11
9
5
6
8
3
5
0
0
1
0
0
78
0.8%
1
0
0
0
0
5
0
2
1
0
1
0
1
4
5
0
2
0
0
0
1
0
0
0
23
0.2%
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
3
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
0
0
0
0
0
0
0
0
3
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
1
1
0
1
0
0
0
0
0
5
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
0.0%
2
1
0
1
0
1
8
31
23
22
17
24
23
25
16
17
33
24
14
11
13
6
0
1
313
3.1%
7
7
0
2
2
18
79
125
155
112
110
105
121
130
155
157
143
142
72
38
40
31
9
6
1766
17.6%
11/12/1
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
Total
30
28
13
8
38
106
307
541
659
552
599
682
727
727
757
801
836
844
600
430
336
224
123
64
10032
Page 1
Innovative Data, LLC
Location: Memorial Drive (Route 33) - NB
Location: South of Route 202
Location: South Hadley, Massachusetts
Client: Nitsch Enginering / S. Farr
PO Box 468
Belchertown, Massachusetts
innovativedatallc.com or 1.413.668.5094
Northbound
Start
Time
Motor
Cars
Trailer
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Doubl
5 Axle
Doubl
>6 Axl
Doubl
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
Bicycl
Not
Class
0
0
0
0
0
0
3
6
4
1
1
1
5
0
2
3
6
1
0
0
2
0
0
0
35
0.4%
77
0.4%
22
18
15
3
27
54
158
270
322
304
321
389
436
434
506
533
584
540
438
350
232
189
117
57
6319
64.7%
12707
64.2%
4
2
4
4
6
16
47
71
66
72
74
88
79
59
72
93
95
62
59
36
30
15
12
11
1077
11.0%
2222
11.2%
0
0
0
1
1
1
3
2
6
1
5
2
2
0
1
1
0
0
0
0
1
0
0
0
27
0.3%
55
0.3%
1
1
1
1
4
9
9
16
12
11
5
9
16
12
15
10
15
8
11
4
3
3
2
0
178
1.8%
365
1.8%
0
0
0
0
3
3
5
5
2
2
6
0
6
1
2
5
4
4
3
0
0
0
0
0
51
0.5%
99
0.5%
0
0
0
0
1
0
0
0
0
1
0
0
0
0
0
1
0
0
0
0
0
0
0
0
3
0.0%
5
0.0%
0
0
0
0
0
0
1
1
10
10
5
3
6
6
8
5
11
7
6
0
0
3
0
0
82
0.8%
160
0.8%
0
1
1
0
1
4
1
4
0
2
4
2
1
1
1
2
0
0
2
0
0
0
0
0
27
0.3%
50
0.3%
0
0
0
0
0
0
0
0
0
0
2
2
1
0
1
1
0
0
0
0
1
0
0
0
8
0.1%
11
0.1%
0
0
0
0
0
0
0
0
1
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
2
0.0%
5
0.0%
0
0
0
0
0
0
1
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
3
0.0%
8
0.0%
0
0
0
0
0
0
0
0
0
0
1
0
1
1
0
0
0
0
0
0
0
0
0
0
3
0.0%
4
0.0%
2
0
0
0
2
3
17
15
21
23
12
12
14
15
24
33
29
23
14
9
8
6
1
1
284
2.9%
597
3.0%
5
7
0
2
6
13
93
140
143
93
68
102
103
72
107
198
152
159
70
49
38
23
12
9
1664
17.0%
3430
17.3%
11/13/1
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
Total
Percent
Total
34
29
21
11
51
103
338
530
587
521
504
610
671
601
740
885
896
804
603
448
315
239
144
78
9763
19795
Page 2
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Appendix E: Pioneer Valley Planning
Commission Study
Section E-1
June 2015 Traffic Counts
Lyman Street, north of McKinley Avenue
Section E-2
August 13, 2007
Pioneer Valley Planning Commission (PVPC) Study
Route 33 at Abbey Street
Route 33 at Old Lyman Road
August 13, 2007
Yem Lip
Department of Public Works
10 Industrial Drive
South Hadley, MA 01075
Dear Mr. Lip:
The Pioneer Valley Planning Commission (PVPC) has completed its work on the Local
Technical Assistance (LTA) request for the Town of South Hadley at the intersections of
Route 33 with Abbey Street and Route 33 with Old Lyman Road. This request included
PVPC staff to perform a traffic count on Abbey Street and conduct a traffic signal
warrant analysis at the intersection of Old Lyman Road and Route 33. In addition to a
signal warrant analysis, the Level of Service (LOS) was calculated for each intersection.
The results of the signal warrant analysis indicate that while the intersection of Route 33
with Old Lyman Road meets the minimum volume requirements for the installation of a
traffic signal as defined in the Manual on Uniform Traffic Control Devices (MUTCD),
the intersection operates at acceptable levels and has no history of safety problems. As a
result, a traffic signal is not recommended at this time. The following sections present
more information on the results of the analysis.
Data Collection
Automatic traffic counts were performed at the intersection of Route 33 with Old Lyman
Road during the month of May, 2007. Manual turning movement counts were taken by
PVPC staff during the morning (7-9 AM) and afternoon (4-6 PM) peak hours in February
and April, 2007. The 48 hour automatic traffic recorder counts were conducted on each
approach of the intersection of Route 33 with Old Lyman Road.
The Massachusetts Highway Department (MassHighway) develops traffic volume
adjustment factors to reflect monthly variations as traffic volumes tend to fluctuate over
the course of the year. These factors were examined to determine how traffic conditions
during the different months compare to average month conditions. For example, based
on the MassHighway data, traffic volumes during the month of May were found to be
slightly higher than the annual average. Therefore, all traffic count volumes were
adjusted to reflect average month conditions. The adjusted weekday morning and
afternoon peak hour traffic volumes are shown in Figure 1. Daily traffic volume
information is summarized in Table 1.
Figure 1
Morning and Afternoon Peak Hour Traffic Volumes
Morning Peak Hour
Route 33
417 95
115 Old Lyman
12 Street
320 7
Route 33
Afternoon Peak Hour
Route 33
617 107
117 Old Lyman
6 Street
675 19
Route 33
N
Figure 2
Morning and Afternoon Peak Hour Traffic Volumes
Morning Peak Hour
Route 33
73 462 10
Laurie
Avenue
95
18
8
23
33
19
Abbey
Street
7 341 19
Route 33
Afternoon Peak Hour
Route 33
83 623 13
Laurie 158
Avenue 23
21
20
29
38
Abbey
Street
N
14 717 27
Route 33
Table 1
Average Daily Traffic Volumes
Roadway
Route 33 North of Old Lyman Road
Route 33 South of Old Lyman Road
Old Lyman Road East of Route 33
Abbey Street East of Route 33
Source: PVPC traffic counts, May, 2007
Total
15,577
14,627
3,767
1,453
Crash Experience
The number of crashes at the intersection of Route 33 with Old Lyman Road was
provided by the Town of South Hadley’s Department of Public Works (DPW). This
intersection experienced two crashes from January 2000 through April 2007. Information
on the type and severity of these crashes was not available for the analysis. In order to
qualify for consideration for installation of a traffic signal, a total of 5 or more reportable
crashes of a type correctable by a signal installation must have occurred within a 12
month period. Currently, this intersection does not meet such criteria.
Capacity Analysis
The intersection of Route 33 with Abbey Street and Route 33 with Old Lyman Road were
examined with regard to capacity and delay characteristics to determine the existing
Level of Service (LOS). LOS is an indicator of the operating conditions which occur on
a roadway under different volumes of traffic and is defined in the 2000 Highway
Capacity Manual by six levels, “A” to “F”. A number of operational factors can
influence the LOS including geometry, travel speeds, delay, and the number of
pedestrians.
Depending on the time of day and year, a roadway may operate at varying levels. Level
of Service “A” represents the best operating conditions and is an indicator of ideal travel
conditions with vehicles operating at or above posted speed limits with little or no delays.
Conversely, LOS “F”, or failure, generally indicates forced flow conditions illustrated by
long delays and vehicle queues. Level of Service “C” indicates a condition of stable flow
and is generally considered satisfactory in rural areas. Under LOS “D” conditions, delays
are considerably longer than under LOS “C”, but are considered acceptable in urban
areas. At LOS “E” the roadway begins to operate at unstable flow conditions as the
facility is operating at or near its capacity. A summary of the existing LOS at the
intersections of Route 33 with Old Lyman Road and Route 33 with Abbey Street is
shown in Tables 2 and 3 respectively.
Table 2
Level of Service Summary for the intersection of Route 33 with Old Lyman Road
Route 33 with Old Lyman Road
Route 33 Southbound, Left Movements
Old Lyman Road Westbound, All Movements
* measured in seconds per vehicle
** LOS - Level of Service
Morning Peak Afternoon Peak
Hour
Hour
Delay* LOS** Delay* LOS**
2.4
C
3.6
A
13.6
B
24.2
B
The basic assumption at an unsignalized intersection is that through moving traffic on the
major street is not hindered by other movements. In reality, as minor street delays
increase, vehicles are more likely to accept smaller gaps in the traffic stream causing
through moving vehicles to reduce speed and suffer some delay. The left turn movement
off the minor street approach is the most heavily opposed movement and typically suffers
the greatest delay. Therefore, this movement is used as a gage to determine the overall
operations at an unsignalized intersection.
Table 3
Level of Service Summary for the intersection of Route 33 with Abbey Street and
Laurie Street
Route 33 with Abbey Street
Route 33, Northbound All Movements
Route 33 Southbound, All Movements
Laurie Street, Eastbound, All Movements
Abbey Street, Westbound, All Movements
* measured in seconds per vehicle
** LOS - Level of Service
Morning Peak Afternoon Peak
Hour
Hour
Delay* LOS** Delay* LOS**
9.1
A
19.8
B
11.8
B
15.8
B
20.2
C
24.2
C
12.9
B
14.6
B
Based on the results of the analysis, the intersection of Route 33 with Old Lyman Road
experiences minimum delay. The Old Lyman Road approach operates at LOS “B”
during morning and afternoon peak hours. The intersection of Route 33 with Abbey
Street and Laurie Street also operates at acceptable levels. The longest delays were
calculated to occur on Laurie Street which operates at LOS “C”.
Traffic Signal Warrants Analysis
The intersection of Route 33 with Old Lyman Road was checked to determine if the
minimum warrants for the installation of a traffic signal are met. The Manual on
Uniform Traffic Control Devices (MUTCD) sets forth the criteria for eight warrants of
which, the requirements of one or more should be fully satisfied before a signal is
installed. In addition, the installation of a traffic signal must improve the safety and
operation of the location under study. Based on results of the analysis, the intersection of
Route 33 with Old Lyman Road meets three out of eight warrants, as defined in MUTCD.
A summary of the results is presented in Table 4.
Table 4
Signal Warrant Analysis Summary
Warrant Description
1
2
3
4
5
6
7
8
Route 33 with Old Lyman
Road
Eight Hour Vehicular Volume
Four Hour Vehicular Volume
Peak Hour Volume
Pedestrian Volume
School Crossings
Coordinated Signal System
Crash Experience
Roadway Network
Satisfied
Satisfied
Satisfied
Not Applicable
Not Applicable
Not Applicable
Not Satisfied
Not Applicable
Source: PVPC Signal Warrants Worksheets
Warrant #1 is generally considered the most comprehensive warrant as it requires that
minimum volume requirements are met for both the major and minor street approaches to
the intersection for at least 8 hours on an average day. Satisfaction of this warrant is a
strong indication that a traffic signal is required over the course of the entire day.
Warrant 2 and Warrant 3 also require minimum volumes to be met over shorter
timeframes.
Conclusions and Recommendations
Based on the results of the analysis, the intersection of Route 33 with Old Lyman Road
meets the volume requirements to warrant a traffic signal. However, full signalization is
not recommended at this time. Based on the results of the LOS analysis, this intersection
currently experiences minimum delay as over 90% of peak hour traffic turns right out of
Old Lyman Road . Based on PVPC field observations, delays from intersection of Route
33 with Route 202 contribute to delay on Old Lyman Road. Signalization of this
intersection would require coordination with the intersection of Route 33 and Route 202
and costly upgrades to equipment. Also, exiting Left-Turn lane on Route 33 adequately
handles queuing. At the time of the field inventory, pavement markings in the vicinity of
the intersection were noted to be faded. New pavement markings may be installed to
assist in traffic control in this area. It is also recommended that this intersection be
monitored and re-examined in the future. Copies of the traffic signal warrants
worksheets, the turning movement counts and the capacity analysis for the existing
conditions have been attached to this letter.
The Pioneer Valley Planning Commission is pleased to have conducted this analysis as
part of the Local Technical Assistance Program for the Town of South Hadley. Please
feel free to call me if you have any questions or require additional information.
Sincerely,
Amir A. Kouzehkanani
Principal Transportation Planner/Manager
cc:
Gary Roux, PVPC
T. Brennan, PVPC
D. Roscoe, PVPC
ATTACHMENTS
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
Appendix F: Road Safety Audit References
Road Safety Audit — Granby Road (U.S. Route 202) at Lyman Street/Willimansett Street (Route 33)
Nitsch Engineering 9720.5
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.