ROAD SAFETY AUDIT
Leo Birmingham Parkway at North Beacon Street,
Brighton
City of Boston
May 19, 2016
Prepared For:
MassDOT
Prepared By:
Howard Stein Hudson
11 Beacon Street, Boston, MA
Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Table of Contents
Contents
Background ................................................................................................................................. 1
Project Data ................................................................................................................................. 1
Project Location and Description .............................................................................................. 2
Audit Observations and Potential Safety Enhancements........................................................ 4
Safety Issue #1: Intersection Control and Geometry ........................................................................... 4
Safety Issue #2: Lack of Pedestrian and Bicycle Accommodations.................................................... 8
Safety Issue #3: Signage and Wayfinding ......................................................................................... 10
Safety Issue #4: Lighting ................................................................................................................... 11
List of Appendices
Appendix A.
Appendix B.
Appendix C.
Appendix D.
RSA Meeting Agenda
RSA Audit Team Contact List
Detailed Crash Data
Additional Information
List of Figures
Figure 1: Locus Map .................................................................................................................................. 3
List of Tables
Table 1: Participating Audit Team Members ............................................................................................. 1
Table 2: Estimated Time Frame and Costs Breakdown ........................................................................... 12
Table 3: Potential Safety Enhancement Summary ................................................................................... 13
Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Background
The Road Safety Audit at Leo Birmingham Parkway at North Beacon Street in the Brighton
neighborhood of Boston was conducted because the intersection is a High Crash Location located just
north of a bridge rehabilitation project on I-90 eastbound and westbound over US Route 20 (North
Beacon Street (Bridge No. B-16-060, MassDOT Project No. 606770). As part of the bridge rehabilitation
project, safety improvements to the intersection of Leo Birmingham Parkway/North Beacon Street are
being considered, particularly along the North Beacon Street northbound approach to the intersection,
which runs under the I-90 overpass. Thirty-five crashes were reported at the intersection of Leo
Birmingham Parkway/North Beacon Street from 2011-2015, including 10 injury crashes.
Project Data
The Road Safety Audit was conducted on Thursday, May 19, 2016 at 9:00 a.m. at WGBH, located at 1
Guest Street in Brighton. Table 1 shows the participating members of the audit.
Table 1: Participating Audit Team Members
Audit Team Member
Agency/Affiliation
Lt. Martin Gaughan
Massachusetts State Police
Al Vilar
Boston Transportation Department
Adam Prichard
MassDOT Highway Safety
John Mastera
MassDOT Highway Safety
Amitai Lipton
MassDOT District 6
Robert Antico
MassDOT Project Manager
Mahendra Ughreja
Department of Conservation and Recreation
Chenyuan Wang
CTPS/Boston Region MPO
Jessica Mortell
City of Boston/Toole Design Group
Stacey Beuttell
WalkBoston
Tony Lechuga
WalkBoston
Daniel Nelson
Howard Stein Hudson
Alexandra Siu
Howard Stein Hudson
Mike Tremblay
Howard Stein Hudson
Crash data was compiled at the intersection for the time period from 2011-2015. During this period, 35
crashes occurred at the intersection, including 11 (or 31%) crashes that resulted in personal injury. Of the
35 crashes, 22 (or 63%) were classified as angle crashes; seven (20%) were single-vehicle crashes; 5
(14%) were rear-rend crashes, and one (3%) was sideswipe crash. Seven (20%) crashes occurred after
dark, and eight (23%) crashes occurred on wet pavement. Larger than expected shares of crashes
occurred involving motorists aged 21-29 years old (40% of all crashes) and during the month of
September (17% of all crashes). Most crashes (62%) occurred during or near peak hours.
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Project Location and Description
Leo Birmingham Parkway is an approximately ¾-mile roadway that runs east-west between Soldier’s
Field Road to the west and Market Street to the east. Leo Birmingham Parkway runs north-south between
Market Street and Western Avenue to the north. Leo Birmingham Parkway generally consists of two
lanes in each direction, with the exception of the northbound segment between Market Street and Western
Avenue, which is three to four lanes in the northbound direction. Leo Birmingham Parkway is classified
by MassDOT as an urban principal arterial, and is under the jurisdiction of the Department of
Conservation and Recreation (DCR). The regulatory speed limit on Leo Birmingham Parkway is 30 mph
based on Massachusetts General Laws for roadways through thickly settled areas. Prevailing speeds are
somewhat higher; Massachusetts State Police attending the audit noted that a typical speeding ticket
issued on the roadway is for vehicles traveling at about 45 mph. Sidewalks are not provided along Leo
Birmingham Parkway. A paved shoulder of varying width is typically provided along the right side of the
roadway.
North Beacon Street is a roadway, approximately one mile in length, that typically consists of one travel
lane in each direction, and runs east-west between Leo Birmingham Parkway to the west and Cambridge
Street/Brighton Avenue to the east. At Leo Birmingham Parkway, the road curves such that it intersects
Leo Birmingham Parkway from the southeast. North Beacon Street is classified by MassDOT as an
urban principal arterial, and is under the jurisdiction of the City of Boston. The regulatory speed limit on
North Beacon Street is 30 mph. Sidewalks are provided along both sides of North Beacon Street. Bicycle
accommodations are not provided along North Beacon Street in the vicinity of the study intersection.
The intersection of Leo Birmingham Parkway/North Beacon Street is an unsignalized T-intersection.
Leo Birmingham Parkway eastbound and westbound vehicles each approach the intersection in two allpurpose travel lanes; no lane use signage or markings are present. The two directions of Leo Birmingham
Parkway is divided by a 20-foot landscaped median The North Beacon Street northbound approach is
unmarked, but is wide enough for three vehicle lanes to form at the stop line. Before the road safety
audit, during the morning peak period, vehicles were observed forming two left-turn lanes and one rightturn lane. Left-turning vehicles were also observed using the median between the eastbound and
westbound directions of Leo Birmingham Parkway as a refuge area in order to make the left turn in two
stages. Crosswalks and curb ramps are not present at the intersection. Evidence of significant pedestrian
activity (e.g. “goat paths”) was observed in some locations, indicating a pedestrian desire line across Leo
Birmingham Parkway. Sidewalks along North Beacon Street end, without transition, at Leo Birmingham
Parkway. Two MBTA bus stops for the Route #64 bus are located near the intersection: On North
Beacon Street northbound, just south of the intersection, and along Leo Birmingham Parkway westbound,
just west of the intersection. According to MassDOT, it appears these stops are not officially recognized
by the MBTA, though bus stop signs remain. Buses were observed stopping at each of these bus stops.
On the day of the audit, utility work was being performed at the intersection.
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Figure 1.
Locus Map
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RSA Location
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Date: 05/18/2016
Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Audit Observations and Potential Safety
Enhancements
The following section will identify the safety issues identified at the intersection of Leo Birmingham
Parkway/North Beacon Street and the possible potential safety enhancements discussed during the audit.
Safety Issue #1: Intersection Control and Geometry
Issues
The intersection of Leo Birmingham Parkway/North Beacon Street
is an unsignalized T-intersection. North Beacon Street northbound
is stop-controlled. Traffic signals at the intersection are
permanently on flash; MassDOT officials attending the RSA noted
that it is unlikely that they could be reprogrammed to act as a full
signal without significant upgrades. Leo Birmingham Parkway is
separated by a 20-foot landscaped median. Vehicles turning left
from the stop-controlled North Beacon Street northbound approach
were observed taking this left turn in two stages, using the median
as a refuge area as they waited for gaps in each direction of
North Beacon Street northbound
unrestricted-flow traffic. If multiple vehicles cross Leo
vehicles make left turns in two
Birmingham Parkway eastbound, the second vehicle may be
stages, creating congestion within
exposed to oncoming vehicles. Fifteen angle crashes involved
the intersection and sometimes
leaving vehicles exposed to
North Beacon Street northbound vehicles and Leo Birmingham
Parkway eastbound vehicles. Additionally, three rear-end crashes oncoming traffic.
involved Leo Birmingham Parkway eastbound vehicles, caused by vehicles slowing down to yield to
traffic in the intersection.
The North Beacon Street northbound approach does not have
any marked travel lanes. The approach widens from one 14foot lane south of the I-90 overpass to approximately 80 feet
at the stop line. Vehicles were observed forming three travel
lanes: two left-turn lanes and a right-turn lane. A MassDOT
representative attending the RSA stated that a stop-controlled
approach with two left-turn lanes is an undesirable condition,
as the two adjacent left-turning vehicles block each other’s
view of oncoming traffic. North Beacon Street northbound
vehicles were observed stopping one full vehicle length ahead
of the stop line in order to properly see oncoming eastbound
North Beacon Street northbound
vehicles. Vehicles were observed forming two left-turn lanes
vehicles form three travel lanes,
including two left-turn lanes, and stop within the median of Leo Birmingham Parkway, another
well ahead of the stop line in order to undesirable condition. Seven crashes occurred between
get clear sight lines.
vehicles taking left turns onto Leo Birmingham Parkway
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
westbound from North Beacon Street and Leo Birmingham Parkway westbound vehicles. The informal
two left-turn lane condition is also a potential factor in the 15 angle crashes between Leo Birmingham
Parkway eastbound vehicles and North Beacon Street northbound vehicles, as sightlines to the west may
be blocked by an adjacent left-turning vehicle.
Four-lane roadways like Leo Birmingham Parkway are susceptible to “double threat” or “courtesy”
crashes, which occur when a mainline vehicle yields the right-of-way to a left-turning vehicle, which is
subsequently struck by a through vehicle in the adjacent travel lane. Vehicles stopping in the outside
travel lane can block the sight lines of vehicles in the adjacent inside travel lane, preventing them from
seeing the turning vehicle.
The intersection is skewed such that North Beacon Street
intersects Leo Birmingham Parkway from the southeast.
The median opening on Leo Birmingham Parkway is
similarly offset to align with the angle of North Beacon
Street. An RSA team member noted that Leo Birmingham
Parkway westbound vehicles travel most of the way through
the intersection before turning left onto North Beacon
Street, which may cause single-vehicle crashes and rear-end
crashes (though not reflected in the crash data). Since
westbound vehicles proceed past the North Beacon Street
leg of the intersection in order to make a left turn, vehicles
North Beacon Street intersects Leo
in the North Beacon Street northbound approach may
Birmingham Parkway from the
southeast, creating a skewed
mistake these left-turning vehicles for through vehicles.
intersection which affects motorist
sight lines.
The east leg of Leo Birmingham Parkway slopes downward
toward the intersection, which may result in westbound vehicles traveling faster toward the intersection.
Four single-vehicle crashes occurred along the Leo Birmingham Parkway westbound approach to the
intersection, including one crash where speed was specifically cited as a contributing factor. The slope
may also cause North Beacon Street right-turning vehicles to get up to speed more slowly, which may
result in rear-end crashes (though not specifically reflected in the crash data).
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Potential Enhancements:
1. In the short term, consider striping lane use pavement markings on North Beacon Street to organize
vehicles into a single left-turn lane and a single right-turn lane. Work with Eversource to conduct this
work once current utility work is complete.
2. If lane lines are striped on the North Beacon Street northbound approach to the intersection, consider
the use of dashed lane lines through the intersection from North Beacon Street northbound to Leo
Birmingham Parkway eastbound and westbound so that vehicles can be guided through the intersection
and to discourage the formation of multiple left-turn lanes on the North Beacon Street northbound
approach.
3. Consider the safety benefits of enhancing the existing flashing operation at the intersection to increase
visibility and awareness of the intersection.
4. If at least one signal warrant is met, consider a full signalization of the intersection to eliminate
“courtesy crashes” and the need for North Beacon Street northbound vehicles to look for gaps in two
lanes of traffic in either direction. Consider the potential drawbacks of signalization, which may include
the persistence of angle crashes and an increase in rear-end crashes. Consider the costs, safety benefits,
and drawbacks of signalization compared to other enhancements, such as a modern roundabout. If the
intersection is fully signalized, retroreflective backplates should be used to minimize the effects of solar
glare on motorists. A “(Red) Signal Ahead” (W3-3) sign, with illuminated “Red” text when the signal is
red, should be considered in advance of the I-90 overpass on the North Beacon Street northbound
approach, and supplemental signal posts should be placed at the end of the approach.
5. Consider the appropriateness of designating one of the two travel lanes in each direction on Leo
Birmingham Parkway as exclusive turning lanes or auxiliary turning lanes, with appropriate striping and
advanced signage, to reduce the instances of rear-end and single-vehicle crashes as a result of vehicles
unexpectedly slowing to turn at the intersection. If exclusive turn lanes are implemented, consider
modifications to the median and/or shoulders to prevent through movements from these lanes.
6. Consider using striping to visually reduce the turning radius to and from North Beacon Street so that
vehicles make turns more slowly.
7. As part of the I-90 Bridge Reconstruction Project, consider realigning the intersection so that North
Beacon Street intersects Leo Birmingham Parkway at a right angle in order to improve sight lines and
reduce the likelihood that vehicles form more lanes than desired. The location of the existing bridge
foundation must be considered. Also consider realigning Leo Birmingham Parkway so that the Leo
Birmingham Parkway eastbound and North Beacon Street northbound approaches form the “mainline” of
the intersection, while the Leo Birmingham Parkway westbound approach forms the “stem” of the Tintersection. This improvement would formalize the prevailing movements at the intersection as
“through” movements which would not need to yield at the intersection. It should be noted that the
commercial service road north of the intersection is within the DCR layout, and not privately owned.
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
8. As part of long-term design considerations, consider a “road diet” on Leo Birmingham Parkway to
reduce the number of general travel lanes in each direction, reduce travel speeds, and improve pedestrian
and bicycle accommodations along the entire Leo Birmingham Parkway corridor, including at the
intersection. Consider existing traffic volumes, including trucks traveling between Western Avenue and
Electric Avenue, which currently rely on the roadway. Consider parallel roads, including Soldier’s Field
Road and Interstate 90, which may render Leo Birmingham Parkway unnecessary to carry significant
volumes of vehicular traffic.
9. As part of long-term design considerations, consider a single-lane modern roundabout at the
intersection to eliminate high-speed angle crashes and improve pedestrian accommodations at the
intersection. Consider drawbacks, such as increased rear-end and sideswipe crashes and lack of audible
pedestrian indications for visually impaired pedestrians. Also consider truck turning movements through
the intersection and the placement of the I-90 bridge foundation, as these will inform the geometry of
such a roundabout.
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Safety Issue #2: Lack of Pedestrian and Bicycle Accommodations
There are limited pedestrian and bicycle accommodations at
the intersection. Sidewalks are not provided on Leo
Birmingham Parkway, and those provided on North Beacon
Street end at the intersection. No curb ramps or crosswalks
are provided. There is demand for pedestrian
accommodations at the intersection as indicated by goat paths
through the median on Leo Birmingham Parkway and along
the north and south sides of the intersection.
There are several pedestrian generators in the vicinity of the
intersection. Several restaurants and retail locations, as well
Pedestrians were observed crossing
as a motel, are located north of the intersection, as is the Dr.
Leo Birmingham Parkway to
Paul Dudley White Bike Path, a popular pedestrian and
destinations north of the intersection,
including a motel and an MBTA bus
bicycle connection to downtown Boston. North Beacon
Street itself is a pedestrian-friendly connection to the core of stop.
Brighton and public transit connections to the rest of the city. Bus stops for the Route #64 bus, which are
not officially recognized by the MBTA, are another pedestrian generator to the area.
Bicyclists are common on Leo
Birmingham Parkway, which has no
dedicated bicycle accommodations.
eastbound onto North Beacon Street.
Similarly, bicycle accommodations are lacking in the vicinity
of the intersection. Paved shoulders of about 4 feet in width
are provided along Leo Birmingham Parkway. No shoulders
or other pavement markings are provided on the approach or
departure of North Beacon Street. On the day of the RSA, a
detour sign was placed in the shoulder on the eastbound
approach of Leo Birmingham Parkway, forcing bicyclists to
ride in the general travel lanes or on the grass. According to
an RSA team member, bicyclists use Leo Birmingham
Parkway as a connection to the Dr. Paul Dudley White Bike
Path, which is accessible at North Arsenal Street to the
northeast and at Nonantum Road to the west. One crash
involving a bicyclist was reported; both the bicyclist and the
motorist were turning right from Leo Birmingham Parkway
Potential Enhancements:
1. Consider providing a formal median refuge area to encourage pedestrians to cross at specific locations
mid-block. Such a location should allow pedestrians to be seen by motorists approaching from any
direction and stop for crossing pedestrians.
2. As part of long-term reconstruction efforts, provide ADA-compliant pedestrian sidewalks, crosswalks,
and pedestrian ramps at the intersection. If the intersection is signalized, provide ADA-compliant audible
signals.
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
3. Consider adding a formal pedestrian crossing with a Rectangular Rapid Flash Beacon (RRFB) or High
Intensity Activated Crosswalk (HAWK) at an appropriate location near the pedestrian desire line across
Leo Birmingham Parkway to allow pedestrians to cross Leo Birmingham Parkway safely.
4. Consider formalizing the MBTA bus stops in the vicinity of the intersection. If these stops are
formalized, pedestrian sidewalk connections should be provided to the surrounding neighborhoods. If
these stops are not formalized, they should be removed so that pedestrians are not encouraged to cross
Leo Birmingham Parkway in unsafe locations. Consider impacts to local residents and businesses if these
stops are removed.
5. In the short term, provide consistent shoulders along Leo Birmingham Parkway to provide a space for
bicyclists to ride without mixing with vehicular traffic.
6. Consider the appropriateness of reducing lane widths on Leo Birmingham Parkway to about 10 feet to
reduce vehicle speeds and in order to provide a wide, buffered, or separated bicycle lane on Leo
Birmingham Parkway.
7. Consider providing separated bicycle lanes under the I-90 overpass on North Beacon Street so that
bicyclists have a dedicated space to ride.
8. As part of long-term design considerations, consider adding sidewalks and bicycle accommodations
along Leo Birmingham Parkway if a road diet is implemented.
9. As part of long-term design considerations, consider converting one side of Leo Birmingham Parkway
to a two-lane, two-way roadway, and converting the north side of Leo Birmingham Parkway into a
reserved space for pedestrian and bicycle travel. This concept could be tested using temporary materials
in the short-term.
10. As part of long-term design efforts, consider a “placemaking” effort under the I-90 overpass, similar
to other efforts in the South End of Boston and along McGrath Highway in Somerville. Such engagement
with the community may encourage more pedestrian and bicycle activity through the area, and the public
may share additional insight as to a long-term design for the intersection of Leo Birmingham
Parkway/North Beacon Street.
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Safety Issue #3: Signage and Wayfinding
There is limited wayfinding signage in the vicinity of the intersection. Wayfinding signage for Route 20
is provided along North Beacon Street northbound approach
and along the Leo Birmingham Parkway westbound. The
sign located on Leo Birmingham Parkway westbound is nonstandard, and may be difficult to see for oncoming traffic.
The sign on the North Beacon Street northbound approach to
the intersection is located at the end of the I-90 bridge
overpass, and may be difficult to see as vehicles drive under
the overpass. The stop sign in the same location as this guide
sign is similarly difficult to see.
There is no lane use signage along the North Beacon Street
northbound approach to the intersection. The lack of signage
may contribute to motorists’ tendency to form three travel
lanes as they approach the intersection.
Wayfinding for Route 20 is included
at the intersection, but it is nonstandard and difficult to locate due to
placement and/or lighting.
There is also no guide signage along any approach to the intersection indicating the best way to reach
other key, nearby roadways, such as Solder’s Field Road or I-90. There are also no street name signs at
the intersection. A lack of guide signage may contribute to the high numbers of crashes observed
involving 21 to 29-year-olds, and crashes in September, as students from out of the area attempt to drive
through the area as they return to school.
There is also a lack of pedestrian and bicycle-scale guide signage. While pedestrian signage may not be
provided as pedestrians are not intended to walk through the intersection, bicyclists looking to travel
between the Dr. Paul Dudley White Bike Path and the rest of the Brighton neighborhood may benefit
from guide signage.
Potential Enhancements:
1. Provide standard advanced wayfinding signage for Route 20 along Leo Birmingham Parkway and
along North Beacon Street northbound. Advanced signage on Leo Birmingham Parkway should allow
vehicles to safely change lanes in order to make the turn onto North Beacon Street. Advanced signage on
North Beacon Street should be placed ahead of the I-90 bridge overpass to ensure visibility.
2. Place a Stop Ahead (W3-1) sign in advance of the I-90 bridge overpass on North Beacon Street to
warn motorists that they must stop in advance of the intersection. This enhancement would address some
of the angle crashes involving Leo Birmingham Parkway eastbound vehicles and North Beacon Street
northbound vehicles.
3. Place intersection warning signage (W2-2) in advance of the intersection on the Leo Birmingham
Parkway eastbound and westbound approaches to the intersection to warn oncoming motorists that traffic
may be entering the roadway.
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
4. Place diagrammatic lane use signage (R3-8, etc.) in advance of the I-90 bridge overpass on the North
Beacon Street northbound approach so that vehicles may form the appropriate lanes in advance of the
intersection.
5. Consider placing guide signage along Leo Birmingham Parkway and along the North Beacon Street
northbound approach, in advance of the I-90 bridge overpass, to help guide motorists through the area.
Place street name signage (D3-1 and/or D3-2) at all legs of the intersection.
6. Consider placing pedestrian- and bicycle-scale guide signage at the intersection to help guide
pedestrians and bicyclists through the area. Consider the safety implications of providing this signage
before more substantive improvements to the pedestrian and bicycling environment have been made.
Safety Issue #4: Lighting
On the North Beacon Street northbound approach to the
intersection, there is no lighting under the I-90 overpass,
causing vehicles to reach the stop line just after emerging
from the overpass. The differences in light make it difficult
to perceive signage and other information; objects in the light
are difficult to see while under the overpass, and objects
under the overpass may be difficult to see while in the light.
As previously discussed, two signs are located just north of
the overpass that are difficult to see while under the overpass.
The light differences may also make it difficult to see
pedestrians, bicyclists, other vehicles, signs, and pavement
Vehicles approaching the intersection
markings in or near the intersection. Motorists’ eyes need
on North Beacon Street northbound
time to adjust from light to dark and from dark to light.
travel under an overpass just before
reaching the intersection.
During the RSA, there were lights installed within the underpass; however, they were not functioning.
An RSA team member stated that these lights are likely supposed to work only during the day, as there is
a smaller difference in ambient light during the nighttime.
Seven crashes (20%) occurred during the nighttime hours. While the crash reports indicate that the
roadway is lighted, RSA team members stated that lighting may not be sufficient.
Potential Enhancements:
1. In the short-term, fix the light fixtures under the I-90 overpass to ensure that North Beacon Street
northbound approach under the overpass is lit in order for motorists to see other vehicles, pedestrians,
bicyclists, signage, and other objects under the underpass.
2. Consider the need for additional lighting at the intersection. Consider that additional lighting may
become increasingly necessary if a formalized pedestrian crossing is provided at the intersection
especially if such a crossing is unsignalized.
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
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Table 2 below shows the estimated time frames of short-term, mid-term, and long-term solutions, as well
as the cost ranges of low-cost, medium-cost, and high-cost projects. Table 3 provides an estimate of the
timeframe and cost of each potential safety issue that may address each of the identified safety issues.
Table 2: Estimated Time Frame and Costs Breakdown
Time Frame
Costs
Short-Term
<1 Year
Low
<$10,000
Mid-Term
1-3 Years
Medium
$10,001-$50,000
Long-Term
>3 Years
High
>$50,000
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
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Table 3: Potential Safety Enhancement Summary
Safety
Payoff
Time
Frame
Cost
Responsible
Agency
In the short term, consider striping lane use pavement markings
on North Beacon Street to organize vehicles into a single leftIntersection Control
turn lane and a single right-turn lane. Work with Eversource to
conduct this work once current utility work is complete.
Medium
Shortterm
Low
City of Boston
If lane lanes are striped on the North Beacon Street northbound
approach to the intersection, consider the use of dashed lane
lines through the intersection from North Beacon Street
Intersection Control northbound to Leo Birmingham Parkway eastbound and
westbound so that vehicles can be guided through the
intersection and to discourage the formation of multiple left-turn
lanes on the North Beacon Street northbound approach.
Low
Shortterm
Low
DCR
Consider the safety benefits of enhancing the existing flashing
Intersection Control operation at the intersection to increase visibility and awareness
of the intersection.
Low
Shortterm
Low
DCR
If at least one signal warrant is met, consider a full signalization
of the intersection to eliminate “courtesy crashes” and the need
for North Beacon Street northbound vehicles to look for gaps in
two lanes of traffic in either direction. Consider the potential
drawbacks of signalization, which may include the persistence of
angle crashes and an increase in rear-end crashes. Consider
the costs, safety benefits, and drawbacks of signalization
Intersection Control compared to other enhancements, such as a modern
roundabout. If the intersection is fully signalized, retroreflective
backplates should be used to minimize the effects of solar glare
on motorists. A “(Red) Signal Ahead” (W3-3) sign, with
illuminated “Red” text when the signal is red, should be
considered in advance of the I-90 overpass on the North Beacon
Street northbound approach, and supplemental signal posts
should be placed at the end of the approach.
High
Longterm
High
DCR/MassDOT/
City of Boston
Safety Issue
Potential Safety Enhancement
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
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Table 3: Potential Safety Enhancement Summary (continued)
Safety
Payoff
Time
Frame
Cost
Responsible
Agency
Consider the appropriateness of designating one of the two
travel lanes in each direction on Leo Birmingham Parkway as
exclusive turning lanes or auxiliary turning lanes, with
appropriate striping and advanced signage, to reduce the
Intersection Control instances of rear-end and single-vehicle crashes as a result of
vehicles unexpectedly slowing to turn at the intersection. If
exclusive turn lanes are implemented, consider modifications to
the median and/or shoulders to prevent through movements
from these lanes.
Medium
Midterm
Medium
DCR
Consider using striping to visually reduce the turning radius to
Intersection Control and from North Beacon Street so that vehicles make turns more
slowly.
Low
Shortterm
Low
City of
Boston/DCR
As part of the I-90 Bridge Reconstruction Project, consider
realigning the intersection so that North Beacon Street intersects
Leo Birmingham Parkway at a right angle in order to improve
sight lines and reduce the likelihood that vehicles form more
lanes than desired. The location of the existing bridge
foundation must be considered. Also consider realigning Leo
Birmingham Parkway so that the Leo Birmingham Parkway
Intersection Control eastbound and North Beacon Street northbound approaches
form the “mainline” of the intersection, while the Leo Birmingham
Parkway westbound approach forms the “stem” of the Tintersection. This improvement would formalize the prevailing
movements at the intersection as “through” movements which
would not need to yield at the intersection. It should be noted
that the commercial service road north of the intersection is
within the DCR layout, and not privately owned.
High
Longterm
High
DCR/MassDOT/
City of Boston
Safety Issue
Potential Safety Enhancement
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Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
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Table 3: Potential Safety Enhancement Summary (continued)
Safety
Payoff
Time
Frame
Cost
Responsible
Agency
As part of long-term design considerations, consider a “road
diet” on Leo Birmingham Parkway to reduce the number of
general travel lanes in each direction, reduce travel speeds, and
improve pedestrian and bicycle accommodations along the
entire Leo Birmingham Parkway corridor, including at the
Intersection Control intersection. Consider existing traffic volumes, including trucks
traveling between Western Avenue and Electric Avenue, which
currently rely on the roadway. Consider parallel roads, including
Soldier’s Field Road and Interstate 90, which may render Leo
Birmingham Parkway unnecessary to carry significant volumes
of vehicular traffic.
High
Longterm
High
DCR
As part of long-term design considerations, consider a singlelane modern roundabout at the intersection to eliminate highspeed angle crashes and improve pedestrian accommodations
at the intersection. Consider drawbacks, such as increased
Intersection Control rear-end and sideswipe crashes and lack of audible pedestrian
indications for visually impaired pedestrians. Also consider truck
turning movements through the intersection and the placement
of the I-90 bridge foundation, as these will inform the geometry
of such a roundabout.
High
Longterm
High
DCR
Safety Issue
Potential Safety Enhancement
Lack of Pedestrian
and Bicycle
Accommodations
Consider providing a formal median refuge area to encourage
pedestrians to cross at specific locations mid-block. Such a
location should allow pedestrians to be seen by motorists
approaching from any direction and stop for crossing
pedestrians.
Low
Midterm
Medium
DCR
Lack of Pedestrian
and Bicycle
Accommodations
As part of long-term reconstruction efforts, provide ADAcompliant pedestrian sidewalks, crosswalks, and pedestrian
ramps at the intersection. If the intersection is signalized,
provide ADA-compliant audible signals.
High
Longterm
High
DCR
Page 15
Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Table 3: Potential Safety Enhancement Summary (continued)
Safety Issue
Potential Safety Enhancement
Safety
Payoff
Time
Frame
Cost
Responsible
Agency
Lack of Pedestrian
and Bicycle
Accommodations
Consider adding a formal pedestrian crossing with a
Rectangular Rapid Flash Beacon (RRFB) or High Intensity
Activated Crosswalk (HAWK) at an appropriate location near the
pedestrian desire line across Leo Birmingham Parkway to allow
pedestrians to cross Leo Birmingham Parkway safely.
Medium
Midterm
Medium/
High
DCR
Lack of Pedestrian
and Bicycle
Accommodations
Consider formalizing the MBTA bus stops in the vicinity of the
intersection. If these stops are formalized, pedestrian sidewalk
connections should be provided to the surrounding
neighborhoods. If these stops are not formalized, they should
be removed so that pedestrians are not encouraged to cross
Leo Birmingham Parkway in unsafe locations. Consider impacts
to local residents and businesses if these stops are removed.
Medium
Midterm
Medium
MBTA/DCR
Lack of Pedestrian
and Bicycle
Accommodations
In the short term, provide consistent shoulders along Leo
Birmingham Parkway to provide a space for bicyclists to ride
without mixing with vehicular traffic.
Low
Shortterm
Low
DCR
Lack of Pedestrian
and Bicycle
Accommodations
Consider the appropriateness of reducing lane widths on Leo
Birmingham Parkway to about 10 feet to reduce vehicle speeds
and in order to provide a wide, buffered, or separated bicycle
lane on Leo Birmingham Parkway.
Medium
Shortterm
Low
DCR
Lack of Pedestrian
and Bicycle
Accommodations
Consider providing separated bicycle lanes under the I-90
overpass on North Beacon Street so that bicyclists have a
dedicated space to ride.
High
Shortterm
Low/Medi
um
MassDOT/City
of Boston
Lack of Pedestrian
and Bicycle
Accommodations
As part of long-term design considerations, consider adding
sidewalks and bicycle accommodations along Leo Birmingham
Parkway if a road diet is implemented.
High
Longterm
High
DCR
Lack of Pedestrian
and Bicycle
Accommodations
As part of long-term design considerations, consider converting
one side of Leo Birmingham Parkway to a two-lane, two-way
roadway, and converting the north side of Leo Birmingham
Parkway into a reserved space for pedestrian and bicycle travel.
This concept could be tested using temporary materials in the
short-term.
High
Longterm
High
DCR
Page 16
Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Table 3: Potential Safety Enhancement Summary (continued)
Safety
Payoff
Time
Frame
Cost
Responsible
Agency
Lack of Pedestrian
and Bicycle
Accommodations
As part of long-term design efforts, consider a “placemaking”
effort under the I-90 overpass, similar to other efforts in the
South End of Boston and along McGrath Highway in Somerville.
Such engagement with the community may encourage more
pedestrian and bicycle activity through the area, and the public
may share additional insight as to a long-term design for the
intersection of Leo Birmingham Parkway/North Beacon Street.
Low
Midterm
Medium
MassDOT/City
of Boston
Signage and
Wayfinding
Provide standard advanced wayfinding signage for Route 20
along Leo Birmingham Parkway and along North Beacon Street
northbound. Advanced signage on Leo Birmingham Parkway
should allow vehicles to safely change lanes in order to make
the turn onto North Beacon Street. Advanced signage on North
Beacon Street should be placed ahead of the I-90 bridge
overpass to ensure visibility.
Low
Shortterm
Low
DCR/MassDOT
Signage and
Wayfinding
Place a Stop Ahead (W3-1) sign in advance of the I-90 bridge
overpass on North Beacon Street to warn motorists that they
must stop in advance of the intersection. This enhancement
would address some of the angle crashes involving Leo
Birmingham Parkway eastbound vehicles and North Beacon
Street northbound vehicles.
Low
Shortterm
Low
City of Boston
Signage and
Wayfinding
Place intersection warning signage (W2-2) in advance of the
intersection on the Leo Birmingham Parkway eastbound and
westbound approaches to the intersection to warn oncoming
motorists that traffic may be entering the roadway.
Low
Shortterm
Low
DCR
Signage and
Wayfinding
Place diagrammatic lane use signage (R3-8, etc.) signage
should be placed in advance of the I-90 bridge overpass on the
North Beacon Street northbound approach so that vehicles may
form the appropriate lanes in advance of the intersection.
Low
Shortterm
Low
City of Boston
Safety Issue
Potential Safety Enhancement
Page 17
Road Safety Audit—Leo Birmingham Parkway at North Beacon Street, Brighton
Prepared by Howard Stein Hudson
FINAL
Table 3: Potential Safety Enhancement Summary (continued)
Safety
Payoff
Time
Frame
Cost
Responsible
Agency
Signage and
Wayfinding
Consider placing guide signage along Leo Birmingham Parkway
and along the North Beacon Street northbound approach, in
advance of the I-90 bridge overpass, to help guide motorists
through the area. Place street name signage (D3-1 and/or D32) at all legs of the intersection.
Low
Shortterm
Low
DCR/City of
Boston/
MassDOT
Signage and
Wayfinding
Consider placing pedestrian- and bicycle-scale guide signage at
the intersection to help guide pedestrians and bicyclists through
the area. Consider the safety implications of providing this
signage before more substantive improvements to the
pedestrian and bicycling environment have been made.
Low
Shortterm
Low
DCR/City of
Boston
Lighting
In the short-term, fix the light fixtures under the I-90 overpass to
ensure that North Beacon Street northbound approach under the
overpass is lit in order for motorists to see other vehicles,
pedestrians, bicyclists, signage, and other objects under the
underpass. Lighting should illuminate the roadway under the
underpass during the daytime to improve visibility of signage
and pavement markings under the underpass.
Medium
Shortterm
Low
MassDOT
Lighting
Consider the need for additional lighting at the intersection.
Consider that additional lighting may become increasingly
necessary if a formalized pedestrian crossing is provided at the
intersection especially if such a crossing is unsignalized.
Medium
Longterm
Medium
DCR
Safety Issue
Potential Safety Enhancement
Page 18
Appendix A. RSA Meeting Agenda
Road Safety Audit
Boston, MA
Leo M. Birmingham Parkway/North Beacon Street
Meeting Location: WGBH, Reno Conference Room (3rd floor)
1 Guest Street, Boston, MA
May 19, 2016
9:00 AM – 12:00 PM
Type of meeting:
High Crash Location – Road Safety Audit
Attendees:
Invited Participants to Comprise a Multidisciplinary Team
Please bring:
Thoughts and Enthusiasm!!
9:00 AM
Welcome and Introductions
9:15 AM
Discussion of Safety Issues
 Crash history, Speed Regulations – provided in advance
 Existing Geometries and Conditions
10:15 AM
Site Visit
 Walk to the intersections of Leo M. Birmingham Parkway/North Beacon Street
 As a group, identify areas for improvement
11:15 AM
Discussion of Potential Improvements
 Discuss observations and finalize safety issue areas
 Discuss potential improvements and finalize recommendations
12:00 PM
Adjourn for the Day – but the RSA has not ended
Instructions for Participants:
 Before attending the RSA on May 19th, participants are encouraged to drive/walk
through the intersection and complete/consider elements on the RSA Prompt List
with a focus on safety.
 All participants will be actively involved in the process throughout. Participants
are encouraged to come with thoughts and ideas, but are reminded that the
synergy that develops and respect for others’ opinions are key elements to the
success of the overall RSA process.
 After the RSA meeting, participants will be asked to comment and respond to the
document materials to assure it is reflective of the RSA completed by the
multidisciplinary team.
Appendix B. RSA Audit Team Contact List
Participating Audit Team Members
Date:
Thursday, May 19, 2016
Audit Team
Agency/Affiliation
Members
Location:
Brighton, MA
Email Address
Phone Number
Lt. Martin Gaughan
Massachusetts State Police
[email protected]
617-727-4812
Al Vilar
Boston Transportation Department
[email protected]
617-835-4436
Adam Prichard
MassDOT Highway Safety
[email protected]
John Mastera
MassDOT Highway Safety
[email protected]
857-368-9648
Amitai Lipton
MassDOT District 6
[email protected]
857-368-6313
Robert Antico
MassDOT Project Manager
[email protected]
Mahendra Ughreja
Department of Conservation and
Recreation
[email protected]
617-626-4977
Chenyuan Wang
CTPS/Boston Region MPO
[email protected]
857-702-3698
Jessica Mortell
City of Boston/Toole Design Group
City of Boston/Toole Design
Group
617-619-9910
x203
Stacey Beuttell
WalkBoston
[email protected]
617-367-9255
Tony Lechuga
WalkBoston
[email protected]
Daniel Nelson
Howard Stein Hudson
[email protected]
617-482-7080
Alexandra Siu
Howard Stein Hudson
[email protected]
617-348-3346
Mike Tremblay
Howard Stein Hudson
[email protected]
617-348-3347
Appendix C. Detailed Crash Data
BOSTON, MA
NORTH BEACON AT LEO M BIRMINGHAM PARKWAY
REGION: BOSTON MPO
TIME PERIOD ANALYZED: 2011 - 2015
SOURCE OF CRASH DATA: STATE & BOSTON POLICE DEPT
DATE PREPARED: MAY 2, 2016
PREPARED BY: LV
COLLISION DIAGRAM
12
6
34
32
22
9
2
11
26
24
30
3
31
16
4
17
14
1
29
5 7 10 15 19
20 23 25 27
18
8
28
SYMBOLS
TYPES OF CRASH
Moving Vehicle
Rear End
Backing Vehicle
Head On
Non-Involved Vehicle
Angle
13
33
35
21
SEVERITY
Injury
Pedestrian
Turning Movement
Bicycle
Animal
Parked Vehicle
Fixed Object
Sideswipe
Out of Control
Fatal
* NOT TO SCALE
Crash Data Summary Table
Leo Birmingham Parkway at N. Beacon Street - Boston, MA
January 2011-December 2015
#
Crash Date
Crash Day
Time of Day Manner of Collision Light Condition
Weather
Condition
Road Surface
Driver Contributing
Code
Ages
1 2/18/2011
Friday
1:14 PM
Rear-end
Daylight
Clear
Dry
inattention
60
23 -
2 3/21/2011
Monday
6:15 AM
Angle
Dawn
Clear
Dry
failed to yield right of
way
77
42 -
2:30 AM
Dark - lighted
Single Vehicle crash
roadway
n/a
Dry
intoxication
22
-
56
30
26
27
3 6/21/2011
Tuesday
failed to yield right of
way
failed to yield right of
way
-
4 7/25/2011
Monday
5:53 PM
Rear-end
Daylight
Cloudy/Rain
Wet
5 8/12/2011
Friday
1:00 PM
Angle
Daylight
Clear
Dry
6 8/16/2011
Tuesday
9:02 PM
Sideswipe - same
direction
Dark - lighted
roadway
Clear
Dry
failed to yield right of
way
26
53
7 9/30/2011
Friday
2:00 AM
Angle
Dark - lighted
roadway
Cloudy
Dry
failed to yield right of
way
24
23
8 11/28/2011
Monday
9:22 AM
Rear-end
Daylight
Clear
Dry
failed to yield right of
way
24
52 44
9 12/15/2011
Thursday
9:01 PM
Angle
Dark - lighted
roadway
n/a
Wet
failed to yield right of
way
53
10 1/16/2012
Monday
7:15 PM
Angle
Dark - lighted
roadway
n/a
Dry
failed to yield right of
way
22
11 3/3/2012
Saturday
4:35 PM
Single Vehicle crash Daylight
n/a
Dry
Medical event
60
Cloudy
Dry
Comments
MV1 was travelling on birmingham pkwy and failed to yield to MV2 slowing to
make a left turn onto N Beacon.
MV 1 travelling N on North Beacon with blinking red light, MV 2 travelling W on
Birmingham Parkway with flashing yellow. Both failed to yield.
Driver was intoxicated and crashed. Left the vehicle in the center of the
roadway.
MV1 traveled E on Birmingham pkwy - yielded to oncoming turning traffic from
WB Birmingham pkwy. MV2 rear-ended MV1 at intersection.
MV 1 ran red flashing light from N Beacon and struck MV 2 travelling EB on
Birmingham pkwy.
MV 1 and MV 2 were travelling (adjacent) WB on Birmingham pkwy when
unknown MV 3 travelling NB on N Beacon failed to yield their right of way
causing MV 1 and 2 to swerve/sideswipe.
MV1 was travelling EB with flashing yellow and MV 2 was travelling NB on N
Beacon with flashing red. MV2 failed to yield to MV1's right of way.
MV1 travelling NB on N Beacon failed to yield to traffic (drove thru flashing red)
casuing MV2 to stop abruptly and MV3 to rear-end MV2. 3/19/2012
MV1 travelling WB on Birmingham attempted to turn onto N Beacon. MV2
travelling NB with flashing red light on N Beacon failed to stop at stop sign and
continued into MV1.
MV1 travelling NB on N Beacon failed to stop at stop sign/yield to MV2 travelling
54
EB on N Beacon/Birmingham pkwy
MV1 travelling WB on Burmingham pkwy suffered a possible cardiac arrest and
drove off the roadway into the grassy embankment.
Pedestrian with medical condition was sideswiped by MV1. Manner of crash still
50
unknown.
MV2 travelling NB on N Beacon failed to yield to MV1 travelling EB on
Birmingham pkwy (with right of way). MV1 struck in intersection
MV3 travelling NB on N Beacon failed to yield right of way to MV1 and MV2
50 63 travelling EB on Birmingham pkwy. MV3 struck MV1 which proceeded to spin
out into MV2.
MV1 travelling EB on Birmingham pkwy struck MV2 travelling NB on N Beacon
and attempting to turn left onto Birmingham pkwy (WB).
53
12 3/19/2012
Monday
6:05 AM
Dark - lighted
Single Vehicle Crash
roadway
13 4/22/2012
Sunday
4:48 PM
Angle
Daylight
Cloudy
Wet
14 4/23/2012
Monday
3:26 PM
Angle
Daylight
Clear
Dry
failed to yield right of
way
28
15 5/29/2012
Tuesday
8:52 AM
Angle
Daylight
Cloudy
Dry
inattention
-
16 6/5/2012
Tuesday
4:35 PM
Rear-end
Daylight
n/a
Dry
inattention
27
26
17 7/30/2012
Monday
12:01 AM
Single Vehicle
crash
Dark - lighted
roadway
n/a
Dry
improper driving
-
-
18 8/28/2012
Tuesday
7:55 AM
Angle (*classified
as Head on)
Daylight
Rain
Wet
19 9/3/2012
Monday
4:02 PM
Angle
Daylight
Clear
Dry
20 9/5/2012
Wednesday
8:39 AM
Angle (*classified
as Head on)
Daylight
Rain
Wet
21 9/23/2012
Sunday
6:11 PM
Angle
Daylight
Clear
Dry
failed to yield right of
MV2 travelling NB on N Beacon failed to yield to MV1 travelling EB on
30 30 16
way
Birmingham pkwy (with right of way)
22 10/2/2012
Tuesday
3:30 PM
Angle
Daylight
Clear
Dry
failed to yield right of
30 30 way
Motorist (MV2) travelling NB on N Beacon failed to yield to MV1 travelling
WB on Birmingham pkwy and turning left onto N Beacon (SB).
23 11/22/2013
Friday
12:21 PM
Angle
Daylight
Cloudy
Wet
failed to yield right of
25 37 way
MV2 travelling NB on N Beacon failed to yield to MV1 travelling EB on
Birmingham pkwy.
24 5/24/2014
Saturday
2:31 PM
Angle
Daylight
Clear
Dry
failed to yield right of
32 34 way
MV2 travelling NB on N Beacon failed to yield to MV1 travelling WB on
Birmingham pkwy.
pedestrian struck by
vehicle
failed to yield right of
way
27
-
MV1 travelling NB on N Beacon attempted to turn left on Birmingham pkwy
(WB) and yielded to oncoming traffic. MV2 rear-ended MV1 due to inattention.
-
MV was left disabled in right lane of N Beacon/Birmingham pkwy (EB).
Crash events unknown. Driver unknown
MV3 travelling NB on N Beacon failed to yield right of way to MV1 and
failed to yield right of
50 31 56 MV2 travelling EB on Birmingham pkwy. MV3 was struck by MV1 and
way
MV2 attempting to stop.
failed to yield right of
MV2 travelling NB on N Beacon failed to yield to MV1 travelling EB on
34 80
way
Birmingham pkwy (with right of way). MV1 struck in intersection.
failed to yield right of
MV2 travelling NB on N Beacon failed to yeild to MV1 travelling EB on
29 28
way
Birmingham pkwy.
1 of 2
Crash Data Summary Table
Leo Birmingham Parkway at N. Beacon Street - Boston, MA
January 2011-December 2015
25 8/28/2014
Thursday
1:00 PM
Angle
Daylight
Clear
Dry
failed to yield right of
way/stop at stop
49 29 sign
MV2 travelling NB on N Beacon failed to yield/stop to MV1 travelling EB
on Birmingham pkwy.
26 9/24/2012
Monday
6:00 PM
Angle
Daylight
Clear
Dry
failed to yield right of
27 27
way
MV2 travelling NB on N Beacon attempting to turn left onto Birmingham
pkwy failed to yield to MV1 travelling WB on Birmingham pkwy.
27 1/12/2015
Monday
1:47 PM
Angle
Daylight
Cloudy/Rain
Wet
failed to yield right of
22 24
way
MV2 travelling NB on N Beacon failed to yield to MV1 travelling EB on
Birmingham pkwy
28 1/19/2015
Monday
7:51 AM
Single Vehicle
crash
Daylight
Cloudy/Other Wet
weather conditions
(ice)
60
29 1/22/2015
Thursday
9:35 AM
Angle
Daylight
n/a
Dry
inattention
40 60
30 6/22/2015
Monday
3:25 PM
Single Vehicle
crash
Daylight
Clear
Dry
exceeded authorized
57
speed limit
MV1 travelling WB on Birmingham pkwy attempted to turn left onto N
Beacon at too fast a speed causing the vehicle to roll over.
31 7/6/2015
Monday
6:03 AM
Single Vehicle
crash
Dawn
Clear
Dry
improper driving
MV1 travelling WB on Birmingham pkwy (prior to N Beacon intersection)
struck the center median curb and came to stop.
32 8/4/2015
Tuesday
2:48 PM
Angle
Daylight
Clear
Dry
failed to yield right of
34 21
way/inattention
MV1 was travelling WB on Birmingham pkwy attempting to turn left onto
N Beacon while MV2 was travelling NB on N Beacon attempting to turn
left onto Birmingham pkwy. Angle crash in intersection.
33 9/8/2015
Tuesday
4:30 PM
Angle
Daylight
Clear
Dry
inattention
27 41
MV1 travelling NB on N Beacon collided with MV2 travelling EB on
Birmingham pkwy.
34 10/5/2015
Monday
9:08 AM
rear-end
Daylight
Clear
Dry
inattention/following
too closely
19 23
MV1 was travelling EB on Birmingham pkwy (prior to N Beacon
intersection) and slowed due to geese in the roadway. MV2 failed to stop
for MV1 in front.
35 11/12/2015
Thursday
8:06 AM
Angle
Daylight
Clear
Dry
failed to yield right of
32 52
way
23
MV1 was travelling EB on Birmingham pkwy attempting to turn right onto
N Beacon. MV1 skidded on black ice and struck two cement pillars in the
center median.
MV1 was travelling EB on Birmingham pkwy and attempted to make a
right turn onto N Beacon. MV1 failed to notice the bicyclist on her right
and turned into the bicyclist.
MV2 travelling NB on N Beacon failed to yield to MV1 travelling EB on
Birmingham pkwy.
2 of 2
Crash Data Summary Charts
North Beacon at Leo M. Birmingham Parkway, Boston, MA
CRASH MONTH
20%
18%
16%
14%
12%
10%
8%
6%
4%
2%
0%
17%
14%
11%
9%
9%
9%
6%
9%
6%
6%
3%
Jan
Feb
3%
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
CRASH DAY OF WEEK
50%
40%
40%
30%
23%
20%
10%
0%
11%
Thursday
Friday
3%
Monday
Tuesday
Wednesday
6%
6%
Saturday
Sunday
CRASH TIME OF DAY
50%
40%
11%
31%
31%
30%
20%
14%
14%
10%
0%
6%
3%
6-10 a.m.
10-2 p.m.
2-6 p.m.
6-10 p.m.
10-2 a.m.
2-6 a.m.
CRASH MANNER OF COLLISION
80%
57%
60%
40%
20%
0%
20%
Single Vehicle
Crash
14%
Rear-end
Angle
3%
0%
Sideswipe, same
direction
Sideswipe,
opposite
direction
6%
Head-on
0%
Unknown/Other
1 of 2
Crash Data Summary Charts
North Beacon at Leo M. Birmingham Parkway, Boston, MA
80%
70%
60%
50%
40%
30%
20%
10%
0%
80%
70%
60%
50%
40%
30%
20%
10%
0%
80%
70%
60%
50%
40%
30%
20%
10%
0%
CRASH LIGHT CONDITION
74%
20%
6%
Daylight
Dawn
Dark - Lighted
Roadway
0%
0%
Dark - Roadway
not lighted
Other
Unknown
51%
14%
20%
11%
0%
Clear
Cloudy
Rain
0%
Snow
0%
0%
3%
0%
Sleet, Hail, Fog, Smog,
Severe
Blowing
Freezing
Smoke
Crosswinds sand, snow
Rain
Other
Unknown
CRASH ROAD SURFACE
77%
23%
Dry
Wet
0%
0%
0%
0%
0%
0%
0%
Snow
Ice
Sand, mud,
dirt, oil,
gravel
Water
(standing,
moving)
Slush
Other
Unknown
CRASH DRIVER AGES
40%
40%
30%
19%
20%
0%
Dusk
0%
CRASH WEATHER CONDITION
50%
10%
0%
8%
3%
15-20
19%
21-29
30-39
40-49
8%
50-59
60-69
2%
2%
70-79
80+
2 of 2
Appendix D. Additional Information
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars - Heavy Vehicles
North Beacon Street (Route 20)
From South
U-Turn
Right
Left
U-Turn
Int. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
26
40
38
46
150
11
9
15
15
50
0
0
0
0
0
17
26
26
47
116
83
87
139
157
466
0
0
0
0
0
64
81
104
104
353
29
30
39
56
154
0
0
0
0
0
230
273
361
425
1289
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
58
56
74
62
250
11
17
13
11
52
0
1
0
0
1
35
44
45
30
154
151
148
155
117
571
0
0
0
0
0
83
75
87
73
318
61
65
69
60
255
9
13
13
17
52
408
419
456
370
1653
Grand Total
Apprch %
Total %
Cars
% Cars
Heavy Vehicles
% Heavy Vehicles
400
79.5
13.6
393
98.2
7
1.8
102
20.3
3.5
99
97.1
3
2.9
1
0.2
0
1
100
0
0
270
20.7
9.2
265
98.1
5
1.9
1037
79.3
35.2
1016
98
21
2
0
0
0
0
0
0
0
671
59.3
22.8
633
94.3
38
5.7
409
36.1
13.9
399
97.6
10
2.4
52
4.6
1.8
51
98.1
1
1.9
2942
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM
46
15
0
08:00 AM
58
11
0
08:15 AM
56
17
1
08:30 AM
74
13
0
Total Volume
234
56
1
% App. Total
80.4
19.2
0.3
PHF
.791
.824
.250
Cars
230
53
1
% Cars
98.3
94.6
100
Heavy Vehicles
4
3
0
% Heavy Vehicles
1.7
5.4
0
App. Total
61
69
74
87
291
.836
284
97.6
7
2.4
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 A
: 2013070
: 9/18/2014
:1
2857
97.1
85
2.9
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
47
35
44
45
171
21.9
.910
170
99.4
1
0.6
104
83
75
87
349
55
.839
327
93.7
22
6.3
157
151
148
155
611
78.1
.973
599
98.0
12
2.0
0
0
0
0
0
0
.000
0
0
0
0
204
186
192
200
782
.958
769
98.3
13
1.7
56
61
65
69
251
39.5
.909
246
98.0
5
2.0
0
9
13
13
35
5.5
.673
35
100
0
0
Int. Total
160
153
153
169
635
425
408
419
456
1708
.939
608
95.7
27
4.3
.936
1661
97.2
47
2.8
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
Int. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
24
40
38
45
147
11
9
15
14
49
0
0
0
0
0
17
25
24
47
113
81
85
135
153
454
0
0
0
0
0
61
76
98
99
334
25
30
38
53
146
0
0
0
0
0
219
265
348
411
1243
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
58
55
72
61
246
10
16
13
11
50
0
1
0
0
1
35
44
44
29
152
150
144
152
116
562
0
0
0
0
0
77
69
82
71
299
60
65
68
60
253
9
13
13
16
51
399
407
444
364
1614
Grand Total
Apprch %
Total %
393
79.7
13.8
99
20.1
3.5
1
0.2
0
265
20.7
9.3
1016
79.3
35.6
0
0
0
633
58.4
22.2
399
36.8
14
51
4.7
1.8
2857
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM
45
14
0
08:00 AM
58
10
0
08:15 AM
55
16
1
72
13
0
08:30 AM
Total Volume
230
53
1
% App. Total
81
18.7
0.4
PHF
.799
.828
.250
U-Turn
App. Total
59
68
72
85
284
.835
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 A
: 2013070
: 9/18/2014
:1
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
47
35
44
44
170
22.1
.904
99
77
69
82
327
53.8
.826
153
150
144
152
599
77.9
.979
0
0
0
0
0
0
.000
200
185
188
196
769
.961
53
60
65
68
246
40.5
.904
0
9
13
13
35
5.8
.673
Int. Total
152
146
147
163
608
411
399
407
444
1661
.933
.935
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
U-Turn
Int. Total
2
0
0
1
3
0
0
0
1
1
0
0
0
0
0
0
1
2
0
3
2
2
4
4
12
0
0
0
0
0
3
5
6
5
19
4
0
1
3
8
0
0
0
0
0
11
8
13
14
46
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
1
2
1
4
1
1
0
0
2
0
0
0
0
0
0
0
1
1
2
1
4
3
1
9
0
0
0
0
0
6
6
5
2
19
1
0
1
0
2
0
0
0
1
1
9
12
12
6
39
Grand Total
Apprch %
Total %
7
70
8.2
3
30
3.5
0
0
0
5
19.2
5.9
21
80.8
24.7
0
0
0
38
77.6
44.7
10
20.4
11.8
1
2
1.2
85
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM
0
0
0
07:45 AM
1
1
0
08:00 AM
0
1
0
1
1
0
08:15 AM
Total Volume
2
3
0
% App. Total
40
60
0
PHF
.500
.750
.000
App. Total
0
2
1
2
5
.625
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
U-Turn
Groups Printed- Heavy Vehicles
North Beacon Street (Route 20)
From South
Right
Left
: 144011 A
: 2013070
: 9/18/2014
:1
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
2
0
0
0
2
13.3
.250
6
5
6
6
23
82.1
.958
4
4
1
4
13
86.7
.813
0
0
0
0
0
0
.000
6
4
1
4
15
.625
1
3
1
0
5
17.9
.417
0
0
0
0
0
0
.000
Int. Total
7
8
7
6
28
13
14
9
12
48
.875
.857
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Peds
Groups Printed- Peds and Bicycles
North Beacon Street (Route 20)
From South
Right
Left
Peds
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 A
: 2013070
: 9/18/2014
:1
Peds
Int. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
0
0
1
0
1
0
0
0
0
0
3
0
0
3
6
0
0
0
0
0
0
0
1
2
3
0
0
0
0
0
3
0
1
6
10
0
0
0
0
0
0
0
0
0
0
6
0
3
11
20
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
1
0
1
1
3
0
0
0
0
0
0
0
3
2
5
0
0
0
1
1
1
1
2
1
5
0
0
0
0
0
6
6
3
4
19
0
3
1
1
5
0
0
0
0
0
8
10
10
10
38
Grand Total
Apprch %
Total %
4
26.7
6.9
0
0
0
11
73.3
19
1
11.1
1.7
8
88.9
13.8
0
0
0
29
85.3
50
5
14.7
8.6
0
0
0
58
Leo Birmingham Parkway
From East
Start Time
Thru
Left
Peds
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
3
07:45 AM
0
0
08:00 AM
1
0
0
08:15 AM
0
0
0
1
0
3
08:30 AM
Total Volume
2
0
6
% App. Total
25
0
75
PHF
.500
.000
.500
App. Total
3
1
0
4
8
.500
North Beacon Street (Route 20)
From South
Right
Left
Peds
App. Total
0
0
0
0
0
0
.000
2
1
1
2
6
100
.750
0
0
0
0
0
0
.000
2
1
1
2
6
.750
North Beacon Street (Route 20)
From West
Right
Thru
Peds
App. Total
6
6
6
3
21
84
.875
0
0
3
1
4
16
.333
0
0
0
0
0
0
.000
Int. Total
6
6
9
4
25
11
8
10
10
39
.694
.886
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM
46
15
0
08:00 AM
58
11
0
56
17
1
08:15 AM
08:30 AM
74
13
0
Total Volume
234
56
1
% App. Total
80.4
19.2
0.3
PHF
.791
.824
.250
Cars
230
53
1
% Cars
98.3
94.6
100
Heavy Vehicles
4
3
0
% Heavy Vehicles
1.7
5.4
0
App. Total
61
69
74
87
291
.836
284
97.6
7
2.4
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
47
35
44
45
171
21.9
.910
170
99.4
1
0.6
104
83
75
87
349
55
.839
327
93.7
22
6.3
157
151
148
155
611
78.1
.973
599
98.0
12
2.0
0
0
0
0
0
0
.000
0
0
0
0
204
186
192
200
782
.958
769
98.3
13
1.7
56
61
65
69
251
39.5
.909
246
98.0
5
2.0
0
9
13
13
35
5.5
.673
35
100
0
0
Left Right U-Turn
599
170
0
12
1
0
611
171
0
380
769
1149
25
13
38
405
782
1187
Out
In
Total
North Beacon Street (Route 20)
35
327
0
22
35
349
U-Turn Right
53
1
3
0
56
1
Left U-Turn
Cars
Heavy Vehicles
Leo Birmingham Parkway
Out
In
Total
416
284
700
6
7
13
422
291
713
North
Peak Hour Begins at 07:45 AM
230
4
234
Thru
246
5
251
Thru
Peak Hour Data
North Beacon Street (Route 20)
Out
In
Total
829
608
1437
16
27
43
845
635
1480
: 144011 A
: 2013070
: 9/18/2014
:1
Int. Total
160
153
153
169
635
425
408
419
456
1708
.939
608
95.7
27
4.3
.936
1661
97.2
47
2.8
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars - Heavy Vehicles
North Beacon Street (Route 20)
From South
U-Turn
Right
Left
U-Turn
Int. Total
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
77
88
83
88
336
22
27
31
32
112
0
0
0
2
2
20
18
12
18
68
103
101
105
108
417
0
0
0
0
0
76
74
75
83
308
18
22
25
24
89
2
0
2
0
4
318
330
333
355
1336
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
94
102
102
82
380
50
52
52
44
198
0
0
0
0
0
19
21
25
21
86
120
122
126
91
459
0
0
0
0
0
88
84
89
101
362
32
28
26
33
119
1
1
0
3
5
404
410
420
375
1609
Grand Total
Apprch %
Total %
Cars
% Cars
Heavy Vehicles
% Heavy Vehicles
716
69.6
24.3
704
98.3
12
1.7
310
30.2
10.5
309
99.7
1
0.3
2
0.2
0.1
2
100
0
0
154
15
5.2
151
98.1
3
1.9
876
85
29.7
862
98.4
14
1.6
0
0
0
0
0
0
0
670
75.5
22.8
656
97.9
14
2.1
208
23.4
7.1
206
99
2
1
9
1
0.3
9
100
0
0
2945
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM
94
50
0
102
52
0
05:15 PM
05:30 PM
102
52
0
05:45 PM
82
44
0
Total Volume
380
198
0
% App. Total
65.7
34.3
0
PHF
.931
.952
.000
Cars
372
198
0
% Cars
97.9
100
0
Heavy Vehicles
8
0
0
% Heavy Vehicles
2.1
0
0
App. Total
144
154
154
126
578
.938
570
98.6
8
1.4
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 AA
: 2013070
: 9/18/2014
:1
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
19
21
25
21
86
15.8
.860
85
98.8
1
1.2
88
84
89
101
362
74.5
.896
356
98.3
6
1.7
120
122
126
91
459
84.2
.911
455
99.1
4
0.9
0
0
0
0
0
0
.000
0
0
0
0
139
143
151
112
545
.902
540
99.1
5
0.9
32
28
26
33
119
24.5
.902
118
99.2
1
0.8
1
1
0
3
5
1
.417
5
100
0
0
2899
98.4
46
1.6
Int. Total
121
113
115
137
486
404
410
420
375
1609
.887
479
98.6
7
1.4
.958
1589
98.8
20
1.2
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
Int. Total
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
76
88
81
87
332
22
27
31
31
111
0
0
0
2
2
20
17
11
18
66
100
99
103
105
407
0
0
0
0
0
75
69
75
81
300
17
22
25
24
88
2
0
2
0
4
312
322
328
348
1310
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
92
101
101
78
372
50
52
52
44
198
0
0
0
0
0
19
21
25
20
85
120
121
125
89
455
0
0
0
0
0
87
84
84
101
356
31
28
26
33
118
1
1
0
3
5
400
408
413
368
1589
Grand Total
Apprch %
Total %
704
69.4
24.3
309
30.4
10.7
2
0.2
0.1
151
14.9
5.2
862
85.1
29.7
0
0
0
656
75.3
22.6
206
23.7
7.1
9
1
0.3
2899
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM
92
50
0
101
52
0
05:15 PM
05:30 PM
101
52
0
05:45 PM
78
44
0
Total Volume
372
198
0
% App. Total
65.3
34.7
0
PHF
.921
.952
.000
U-Turn
App. Total
142
153
153
122
570
.931
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 AA
: 2013070
: 9/18/2014
:1
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
19
21
25
20
85
15.7
.850
87
84
84
101
356
74.3
.881
120
121
125
89
455
84.3
.910
0
0
0
0
0
0
.000
139
142
150
109
540
.900
31
28
26
33
118
24.6
.894
1
1
0
3
5
1
.417
Int. Total
119
113
110
137
479
400
408
413
368
1589
.874
.962
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
U-Turn
Int. Total
1
0
2
1
4
0
0
0
1
1
0
0
0
0
0
0
1
1
0
2
3
2
2
3
10
0
0
0
0
0
1
5
0
2
8
1
0
0
0
1
0
0
0
0
0
6
8
5
7
26
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
2
1
1
4
8
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
1
1
2
4
0
0
0
0
0
1
0
5
0
6
1
0
0
0
1
0
0
0
0
0
4
2
7
7
20
Grand Total
Apprch %
Total %
12
92.3
26.1
1
7.7
2.2
0
0
0
3
17.6
6.5
14
82.4
30.4
0
0
0
14
87.5
30.4
2
12.5
4.3
0
0
0
46
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM
1
0
0
04:15 PM
0
0
0
04:30 PM
2
0
0
1
1
0
04:45 PM
Total Volume
4
1
0
% App. Total
80
20
0
PHF
.500
.250
.000
App. Total
1
0
2
2
5
.625
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
U-Turn
Groups Printed- Heavy Vehicles
North Beacon Street (Route 20)
From South
Right
Left
: 144011 AA
: 2013070
: 9/18/2014
:1
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
0
1
1
0
2
16.7
.500
3
2
2
3
10
83.3
.833
0
0
0
0
0
0
.000
3
3
3
3
12
1.00
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
1
5
0
2
8
88.9
.400
1
0
0
0
1
11.1
.250
0
0
0
0
0
0
.000
Int. Total
2
5
0
2
9
6
8
5
7
26
.450
.813
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Peds
Groups Printed- Peds and Bicycles
North Beacon Street (Route 20)
From South
Right
Left
Peds
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 AA
: 2013070
: 9/18/2014
:1
Peds
Int. Total
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
1
0
0
0
1
0
0
0
0
0
0
1
2
0
3
0
0
0
0
0
1
1
3
3
8
1
0
0
0
1
2
3
4
1
10
0
0
1
0
1
0
0
0
0
0
5
5
10
4
24
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
1
0
1
1
3
1
0
0
0
1
0
1
5
4
10
0
0
0
0
0
3
2
4
1
10
0
0
0
0
0
0
3
2
2
7
1
0
0
0
1
0
0
0
0
0
6
6
12
8
32
Grand Total
Apprch %
Total %
4
22.2
7.1
1
5.6
1.8
13
72.2
23.2
0
0
0
18
94.7
32.1
1
5.3
1.8
17
89.5
30.4
2
10.5
3.6
0
0
0
56
Leo Birmingham Parkway
From East
Start Time
Thru
Left
Peds
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
1
1
0
05:00 PM
05:15 PM
0
0
1
05:30 PM
1
0
5
1
0
4
05:45 PM
Total Volume
3
1
10
% App. Total
21.4
7.1
71.4
PHF
.750
.250
.500
App. Total
2
1
6
5
14
.583
North Beacon Street (Route 20)
From South
Right
Left
Peds
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
Peds
App. Total
0
0
0
0
0
0
.000
0
3
2
2
7
87.5
.583
3
2
4
1
10
100
.625
0
0
0
0
0
0
.000
3
2
4
1
10
.625
1
0
0
0
1
12.5
.250
0
0
0
0
0
0
.000
Int. Total
1
3
2
2
8
6
6
12
8
32
.667
.667
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM
94
50
0
102
52
0
05:15 PM
05:30 PM
102
52
0
05:45 PM
82
44
0
Total Volume
380
198
0
% App. Total
65.7
34.3
0
PHF
.931
.952
.000
Cars
372
198
0
% Cars
97.9
100
0
Heavy Vehicles
8
0
0
% Heavy Vehicles
2.1
0
0
App. Total
144
154
154
126
578
.938
570
98.6
8
1.4
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
19
21
25
21
86
15.8
.860
85
98.8
1
1.2
88
84
89
101
362
74.5
.896
356
98.3
6
1.7
120
122
126
91
459
84.2
.911
455
99.1
4
0.9
0
0
0
0
0
0
.000
0
0
0
0
139
143
151
112
545
.902
540
99.1
5
0.9
32
28
26
33
119
24.5
.902
118
99.2
1
0.8
1
1
0
3
5
1
.417
5
100
0
0
Left Right U-Turn
455
85
0
4
1
0
459
86
0
554
540
1094
6
5
11
560
545
1105
Out
In
Total
North Beacon Street (Route 20)
5
356
0
6
5
362
U-Turn Right
198
0
0
0
198
0
Left U-Turn
Cars
Heavy Vehicles
Leo Birmingham Parkway
Out
In
Total
203
570
773
2
8
10
205
578
783
North
Peak Hour Begins at 05:00 PM
372
8
380
Thru
118
1
119
Thru
Peak Hour Data
North Beacon Street (Route 20)
Out
In
Total
827
479
1306
12
7
19
839
486
1325
: 144011 AA
: 2013070
: 9/18/2014
:1
Int. Total
121
113
115
137
486
404
410
420
375
1609
.887
479
98.6
7
1.4
.958
1589
98.8
20
1.2
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars - Heavy Vehicles
North Beacon Street (Route 20)
From South
U-Turn
Right
Left
U-Turn
Int. Total
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
30
31
33
33
127
16
11
10
9
46
0
1
0
0
1
14
10
10
7
41
71
70
71
86
298
0
0
0
0
0
77
73
55
74
279
29
37
22
25
113
2
3
2
2
9
239
236
203
236
914
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
35
38
42
40
155
11
9
17
17
54
0
0
0
0
0
6
11
8
11
36
72
90
73
86
321
0
0
0
0
0
84
57
79
76
296
31
32
29
30
122
2
1
3
3
9
241
238
251
263
993
Grand Total
Apprch %
Total %
Cars
% Cars
Heavy Vehicles
% Heavy Vehicles
282
73.6
14.8
278
98.6
4
1.4
100
26.1
5.2
98
98
2
2
1
0.3
0.1
1
100
0
0
77
11.1
4
76
98.7
1
1.3
619
88.9
32.5
612
98.9
7
1.1
0
0
0
0
0
0
0
575
69.4
30.2
561
97.6
14
2.4
235
28.4
12.3
228
97
7
3
18
2.2
0.9
18
100
0
0
1907
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM
35
11
0
12:15 PM
38
9
0
12:30 PM
42
17
0
40
17
0
12:45 PM
Total Volume
155
54
0
% App. Total
74.2
25.8
0
PHF
.923
.794
.000
Cars
152
54
0
98.1
100
0
% Cars
Heavy Vehicles
3
0
0
% Heavy Vehicles
1.9
0
0
App. Total
46
47
59
57
209
.886
206
98.6
3
1.4
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 AAA
: 2013070
: 9/20/2014
:1
1872
98.2
35
1.8
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
6
11
8
11
36
10.1
.818
36
100
0
0
84
57
79
76
296
69.3
.881
291
98.3
5
1.7
72
90
73
86
321
89.9
.892
318
99.1
3
0.9
0
0
0
0
0
0
.000
0
0
0
0
78
101
81
97
357
.884
354
99.2
3
0.8
31
32
29
30
122
28.6
.953
119
97.5
3
2.5
2
1
3
3
9
2.1
.750
9
100
0
0
Int. Total
117
90
111
109
427
241
238
251
263
993
.912
419
98.1
8
1.9
.944
979
98.6
14
1.4
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
Int. Total
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
30
31
32
33
126
14
11
10
9
44
0
1
0
0
1
14
9
10
7
40
70
70
70
84
294
0
0
0
0
0
75
68
54
73
270
29
36
19
25
109
2
3
2
2
9
234
229
197
233
893
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
34
37
42
39
152
11
9
17
17
54
0
0
0
0
0
6
11
8
11
36
72
90
71
85
318
0
0
0
0
0
82
57
78
74
291
30
31
29
29
119
2
1
3
3
9
237
236
248
258
979
Grand Total
Apprch %
Total %
278
73.7
14.9
98
26
5.2
1
0.3
0.1
76
11
4.1
612
89
32.7
0
0
0
561
69.5
30
228
28.3
12.2
18
2.2
1
1872
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM
34
11
0
12:15 PM
37
9
0
12:30 PM
42
17
0
39
17
0
12:45 PM
Total Volume
152
54
0
% App. Total
73.8
26.2
0
PHF
.905
.794
.000
U-Turn
App. Total
45
46
59
56
206
.873
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 AAA
: 2013070
: 9/20/2014
:1
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
6
11
8
11
36
10.2
.818
82
57
78
74
291
69.5
.887
72
90
71
85
318
89.8
.883
0
0
0
0
0
0
.000
78
101
79
96
354
.876
30
31
29
29
119
28.4
.960
2
1
3
3
9
2.1
.750
Int. Total
114
89
110
106
419
237
236
248
258
979
.919
.949
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
U-Turn
Int. Total
0
0
1
0
1
2
0
0
0
2
0
0
0
0
0
0
1
0
0
1
1
0
1
2
4
0
0
0
0
0
2
5
1
1
9
0
1
3
0
4
0
0
0
0
0
5
7
6
3
21
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
1
1
0
1
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
1
3
0
0
0
0
0
2
0
1
2
5
1
1
0
1
3
0
0
0
0
0
4
2
3
5
14
Grand Total
Apprch %
Total %
4
66.7
11.4
2
33.3
5.7
0
0
0
1
12.5
2.9
7
87.5
20
0
0
0
14
66.7
40
7
33.3
20
0
0
0
35
Peak Hour for Entire Intersection Begins at 11:00 AM
2
0
11:00 AM
0
11:15 AM
0
0
0
11:30 AM
1
0
0
0
0
0
11:45 AM
Total Volume
1
2
0
% App. Total
33.3
66.7
0
PHF
.250
.250
.000
App. Total
2
0
1
0
3
.375
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
U-Turn
Groups Printed- Heavy Vehicles
North Beacon Street (Route 20)
From South
Right
Left
: 144011 AAA
: 2013070
: 9/20/2014
:1
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
0
1
0
0
1
20
.250
2
5
1
1
9
69.2
.450
1
0
1
2
4
80
.500
0
0
0
0
0
0
.000
1
1
1
2
5
.625
0
1
3
0
4
30.8
.333
0
0
0
0
0
0
.000
Int. Total
2
6
4
1
13
5
7
6
3
21
.542
.750
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
Leo Birmingham Parkway
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Peds
Groups Printed- Peds and Bicycles
North Beacon Street (Route 20)
From South
Right
Left
Peds
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 AAA
: 2013070
: 9/20/2014
:1
Peds
Int. Total
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
0
0
0
1
1
0
0
0
0
0
1
6
5
3
15
0
0
0
0
0
1
0
0
0
1
0
0
2
0
2
1
0
1
2
4
0
0
0
1
1
0
0
0
0
0
3
6
8
7
24
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
0
0
0
0
0
0
0
0
0
0
2
3
2
3
10
0
0
0
0
0
1
0
1
1
3
0
0
0
0
0
0
1
0
1
2
0
0
0
0
0
0
0
0
0
0
3
4
3
5
15
Grand Total
Apprch %
Total %
1
3.8
2.6
0
0
0
25
96.2
64.1
0
0
0
4
66.7
10.3
2
33.3
5.1
6
85.7
15.4
1
14.3
2.6
0
0
0
39
Leo Birmingham Parkway
From East
Start Time
Thru
Left
Peds
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM
0
0
1
11:15 AM
0
0
6
11:30 AM
0
0
5
1
0
3
11:45 AM
Total Volume
1
0
15
% App. Total
6.2
0
93.8
PHF
.250
.000
.625
App. Total
1
6
5
4
16
.667
North Beacon Street (Route 20)
From South
Right
Left
Peds
App. Total
0
0
0
0
0
0
.000
1
0
0
0
1
33.3
.250
0
0
2
0
2
66.7
.250
1
0
2
0
3
.375
North Beacon Street (Route 20)
From West
Right
Thru
Peds
App. Total
1
0
1
2
4
80
.500
0
0
0
1
1
20
.250
0
0
0
0
0
0
.000
Int. Total
1
0
1
3
5
3
6
8
7
24
.417
.750
S: North Beacon Street (Route 20)
E/W: Leo Birmingham Prkwy/ N. Beacon St
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Leo Birmingham Parkway
From East
Start Time
Thru
Left
U-Turn
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM
35
11
0
12:15 PM
38
9
0
12:30 PM
42
17
0
40
17
0
12:45 PM
Total Volume
155
54
0
% App. Total
74.2
25.8
0
PHF
.923
.794
.000
Cars
152
54
0
98.1
100
0
% Cars
Heavy Vehicles
3
0
0
% Heavy Vehicles
1.9
0
0
App. Total
46
47
59
57
209
.886
206
98.6
3
1.4
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
North Beacon Street (Route 20)
From South
Right
Left
U-Turn
App. Total
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
6
11
8
11
36
10.1
.818
36
100
0
0
84
57
79
76
296
69.3
.881
291
98.3
5
1.7
72
90
73
86
321
89.9
.892
318
99.1
3
0.9
0
0
0
0
0
0
.000
0
0
0
0
78
101
81
97
357
.884
354
99.2
3
0.8
31
32
29
30
122
28.6
.953
119
97.5
3
2.5
2
1
3
3
9
2.1
.750
9
100
0
0
Left Right U-Turn
318
36
0
3
0
0
321
36
0
345
354
699
5
3
8
350
357
707
Out
In
Total
North Beacon Street (Route 20)
9
291
0
5
9
296
U-Turn Right
54
0
0
0
54
0
Left U-Turn
Cars
Heavy Vehicles
Leo Birmingham Parkway
Out
In
Total
155
206
361
3
3
6
158
209
367
North
Peak Hour Begins at 12:00 PM
152
3
155
Thru
119
3
122
Thru
Peak Hour Data
North Beacon Street (Route 20)
Out
In
Total
470
419
889
6
8
14
476
427
903
: 144011 AAA
: 2013070
: 9/20/2014
:1
Int. Total
117
90
111
109
427
241
238
251
263
993
.912
419
98.1
8
1.9
.944
979
98.6
14
1.4
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars - Heavy Vehicles
Goodenough Street
From South
U-Turn
Right
Left
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 B
: 2013070
: 9/18/2014
:1
U-Turn
Int. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
67
81
102
113
363
4
8
11
7
30
0
0
0
1
1
24
23
18
26
91
34
32
64
92
222
0
0
0
0
0
5
6
16
12
39
68
84
100
98
350
0
0
0
0
0
202
234
311
349
1096
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
89
89
87
82
347
18
8
10
7
43
1
0
0
0
1
14
26
22
31
93
96
103
114
62
375
0
0
0
0
0
13
13
17
14
57
93
76
85
71
325
0
0
0
0
0
324
315
335
267
1241
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
61
61
63
57
242
12
9
9
7
37
1
1
0
0
2
20
23
14
13
70
35
25
28
20
108
0
0
0
0
0
17
13
8
7
45
90
97
79
65
331
0
0
0
0
0
236
229
201
169
835
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
50
61
59
57
227
6
8
12
3
29
0
0
0
0
0
14
11
10
10
45
10
14
15
11
50
0
0
0
0
0
10
5
13
3
31
65
53
64
74
256
0
0
0
0
0
155
152
173
158
638
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
59
52
63
57
231
9
7
7
7
30
0
0
0
1
1
7
9
12
16
44
4
11
13
13
41
0
0
0
0
0
5
6
9
7
27
55
52
70
51
228
1
0
0
0
1
140
137
174
152
603
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
63
63
52
73
251
14
12
10
12
48
2
0
0
0
2
11
10
19
19
59
9
11
16
19
55
0
0
0
0
0
1
10
14
15
40
65
60
56
52
233
0
0
0
0
0
165
166
167
190
688
01:00 PM
01:15 PM
01:30 PM
01:45 PM
Total
86
59
72
76
293
14
12
12
2
40
1
0
0
0
1
11
8
6
8
33
13
15
16
12
56
0
0
0
0
0
11
9
11
15
46
57
50
45
56
208
0
0
0
0
0
193
153
162
169
677
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
81
69
64
77
291
12
9
13
15
49
1
0
0
1
2
11
15
8
16
50
9
8
17
26
60
0
0
0
0
0
15
14
14
12
55
67
63
65
55
250
0
0
0
0
0
196
178
181
202
757
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
98
88
80
86
352
11
17
13
16
57
0
0
1
0
1
12
10
14
19
55
20
18
26
37
101
0
0
0
0
0
13
27
19
19
78
55
78
80
74
287
0
0
0
0
0
209
238
233
251
931
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
92
99
87
90
368
17
18
20
16
71
0
0
0
0
0
11
16
17
13
57
29
22
30
33
114
0
0
0
1
1
26
25
31
28
110
74
78
75
87
314
0
0
0
0
0
249
258
260
268
1035
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars - Heavy Vehicles
Goodenough Street
From South
U-Turn
Right
Left
U-Turn
Int. Total
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
111
100
107
86
404
23
30
21
22
96
0
2
0
0
2
10
18
15
17
60
32
38
47
30
147
0
0
0
1
1
48
50
53
39
190
92
85
87
106
370
0
0
0
1
1
316
323
330
302
1271
Grand Total
Apprch %
Total %
Cars
% Cars
Heavy Vehicles
% Heavy Vehicles
3369
86.1
34.5
3245
96.3
124
3.7
530
13.5
5.4
503
94.9
27
5.1
13
0.3
0.1
9
69.2
4
30.8
657
33
6.7
619
94.2
38
5.8
1329
66.9
13.6
1303
98
26
2
2
0.1
0
2
100
0
0
718
18.5
7.3
694
96.7
24
3.3
3152
81.4
32.3
3031
96.2
121
3.8
2
0.1
0
2
100
0
0
9772
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
U-Turn
App. Total
Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
113
1
7
07:45 AM
08:00 AM
89
18
1
08:15 AM
89
8
0
87
10
0
08:30 AM
Total Volume
378
43
2
% App. Total
89.4
10.2
0.5
PHF
.836
.597
.500
Cars
365
41
1
% Cars
96.6
95.3
50.0
Heavy Vehicles
13
2
1
% Heavy Vehicles
3.4
4.7
50.0
121
108
97
97
423
Right
Goodenough Street
From South
Left
U-Turn
.874
407
96.2
16
3.8
26
14
26
22
88
17.8
.846
84
95.5
4
4.5
92
96
103
114
405
82.2
.888
402
99.3
3
0.7
0
0
0
0
0
0
.000
0
0
0
0
Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
111
134
23
0
05:00 PM
05:15 PM
100
30
2
132
05:30 PM
107
21
0
128
05:45 PM
86
22
0
108
Total Volume
404
96
2
502
% App. Total
80.5
19.1
0.4
PHF
.910
.800
.250
.937
Cars
399
93
2
494
% Cars
98.8
96.9
100
98.4
Heavy Vehicles
5
3
0
8
% Heavy Vehicles
1.2
3.1
0
1.6
10
18
15
17
60
28.8
.833
56
93.3
4
6.7
32
38
47
30
147
70.7
.782
146
99.3
1
0.7
0
0
0
1
1
0.5
.250
1
100
0
0
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 B
: 2013070
: 9/18/2014
:2
App. Total
118
110
129
136
493
.906
486
98.6
7
1.4
42
56
62
48
208
.839
203
97.6
5
2.4
9408
96.3
364
3.7
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
12
13
13
17
55
13.5
.809
53
96.4
2
3.6
98
93
76
85
352
86.5
.898
332
94.3
20
5.7
0
0
0
0
0
0
.000
0
0
0
0
48
50
53
39
190
33.9
.896
190
100
0
0
92
85
87
106
370
66
.873
364
98.4
6
1.6
0
0
0
1
1
0.2
.250
1
100
0
0
Int. Total
110
106
89
102
407
349
324
315
335
1323
.925
385
94.6
22
5.4
.948
1278
96.6
45
3.4
140
135
140
146
561
316
323
330
302
1271
.961
555
98.9
6
1.1
.963
1252
98.5
19
1.5
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
U-Turn
Groups Printed- Cars
Goodenough Street
From South
Right
Left
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 B
: 2013070
: 9/18/2014
:1
U-Turn
Int. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
65
78
100
109
352
4
8
10
6
28
0
0
0
0
0
24
23
17
23
87
34
31
61
92
218
0
0
0
0
0
5
6
16
12
39
64
78
95
93
330
0
0
0
0
0
196
224
299
335
1054
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
87
85
84
81
337
17
8
10
6
41
1
0
0
0
1
14
25
22
29
90
96
102
112
61
371
0
0
0
0
0
12
12
17
14
55
88
69
82
69
308
0
0
0
0
0
315
301
327
260
1203
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
59
60
58
56
233
10
9
8
7
34
1
1
0
0
2
18
20
13
13
64
35
23
28
18
104
0
0
0
0
0
14
12
8
7
41
87
92
72
61
312
0
0
0
0
0
224
217
187
162
790
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
48
60
57
53
218
6
7
11
3
27
0
0
0
0
0
13
9
10
10
42
8
14
15
11
48
0
0
0
0
0
10
5
12
3
30
63
50
61
73
247
0
0
0
0
0
148
145
166
153
612
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
55
49
62
54
220
9
3
7
6
25
0
0
0
1
1
5
9
11
15
40
4
11
12
13
40
0
0
0
0
0
5
5
8
7
25
55
52
70
51
228
1
0
0
0
1
134
129
170
147
580
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
61
62
48
72
243
14
11
9
12
46
1
0
0
0
1
10
9
19
19
57
9
11
15
18
53
0
0
0
0
0
1
10
13
12
36
61
59
50
50
220
0
0
0
0
0
157
162
154
183
656
01:00 PM
01:15 PM
01:30 PM
01:45 PM
Total
76
52
68
72
268
13
12
11
2
38
0
0
0
0
0
11
8
5
8
32
11
15
14
10
50
0
0
0
0
0
11
9
11
13
44
57
46
44
53
200
0
0
0
0
0
179
142
153
158
632
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
78
69
63
69
279
12
8
13
14
47
1
0
0
0
1
11
14
7
14
46
9
8
17
26
60
0
0
0
0
0
15
11
13
11
50
66
56
62
54
238
0
0
0
0
0
192
166
175
188
721
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
97
84
74
82
337
9
16
12
16
53
0
0
1
0
1
11
10
14
18
53
19
18
26
37
100
0
0
0
0
0
12
26
19
19
76
50
76
80
73
279
0
0
0
0
0
198
230
226
245
899
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
89
96
86
88
359
17
18
20
16
71
0
0
0
0
0
11
15
15
11
52
29
22
29
33
113
0
0
0
1
1
26
25
30
27
108
73
72
75
85
305
0
0
0
0
0
245
248
255
261
1009
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars
Goodenough Street
From South
Right
Left
U-Turn
U-Turn
Int. Total
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
111
99
106
83
399
22
28
21
22
93
0
2
0
0
2
7
17
15
17
56
32
38
47
29
146
0
0
0
1
1
48
50
53
39
190
91
85
82
106
364
0
0
0
1
1
311
319
324
298
1252
Grand Total
Apprch %
Total %
3245
86.4
34.5
503
13.4
5.3
9
0.2
0.1
619
32.2
6.6
1303
67.7
13.8
2
0.1
0
694
18.6
7.4
3031
81.3
32.2
2
0.1
0
9408
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
U-Turn
App. Total
Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
109
6
0
07:45 AM
08:00 AM
87
17
1
08:15 AM
85
8
0
08:30 AM
84
10
0
Total Volume
365
41
1
% App. Total
89.7
10.1
0.2
PHF
.837
.603
.250
115
105
93
94
407
Right
Goodenough Street
From South
Left
U-Turn
.885
23
14
25
22
84
17.3
.840
92
96
102
112
402
82.7
.897
0
0
0
0
0
0
.000
Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
111
133
22
0
05:00 PM
05:15 PM
99
28
2
129
05:30 PM
106
21
0
127
05:45 PM
83
22
0
105
Total Volume
399
93
2
494
% App. Total
80.8
18.8
0.4
PHF
.899
.830
.250
.929
7
17
15
17
56
27.6
.824
32
38
47
29
146
71.9
.777
0
0
0
1
1
0.5
.250
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 B
: 2013070
: 9/18/2014
:2
App. Total
115
110
127
134
486
.907
39
55
62
47
203
.819
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
12
12
12
17
53
13.8
.779
93
88
69
82
332
86.2
.892
0
0
0
0
0
0
.000
48
50
53
39
190
34.2
.896
91
85
82
106
364
65.6
.858
0
0
0
1
1
0.2
.250
Int. Total
105
100
81
99
385
335
315
301
327
1278
.917
.954
139
135
135
146
555
311
319
324
298
1252
.950
.966
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
U-Turn
Groups Printed- Heavy Vehicles
Goodenough Street
From South
Right
Left
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 B
: 2013070
: 9/18/2014
:1
U-Turn
Int. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
2
3
2
4
11
0
0
1
1
2
0
0
0
1
1
0
0
1
3
4
0
1
3
0
4
0
0
0
0
0
0
0
0
0
0
4
6
5
5
20
0
0
0
0
0
6
10
12
14
42
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
2
4
3
1
10
1
0
0
1
2
0
0
0
0
0
0
1
0
2
3
0
1
2
1
4
0
0
0
0
0
1
1
0
0
2
5
7
3
2
17
0
0
0
0
0
9
14
8
7
38
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
2
1
5
1
9
2
0
1
0
3
0
0
0
0
0
2
3
1
0
6
0
2
0
2
4
0
0
0
0
0
3
1
0
0
4
3
5
7
4
19
0
0
0
0
0
12
12
14
7
45
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
2
1
2
4
9
0
1
1
0
2
0
0
0
0
0
1
2
0
0
3
2
0
0
0
2
0
0
0
0
0
0
0
1
0
1
2
3
3
1
9
0
0
0
0
0
7
7
7
5
26
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
4
3
1
3
11
0
4
0
1
5
0
0
0
0
0
2
0
1
1
4
0
0
1
0
1
0
0
0
0
0
0
1
1
0
2
0
0
0
0
0
0
0
0
0
0
6
8
4
5
23
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
2
1
4
1
8
0
1
1
0
2
1
0
0
0
1
1
1
0
0
2
0
0
1
1
2
0
0
0
0
0
0
0
1
3
4
4
1
6
2
13
0
0
0
0
0
8
4
13
7
32
01:00 PM
01:15 PM
01:30 PM
01:45 PM
Total
10
7
4
4
25
1
0
1
0
2
1
0
0
0
1
0
0
1
0
1
2
0
2
2
6
0
0
0
0
0
0
0
0
2
2
0
4
1
3
8
0
0
0
0
0
14
11
9
11
45
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
3
0
1
8
12
0
1
0
1
2
0
0
0
1
1
0
1
1
2
4
0
0
0
0
0
0
0
0
0
0
0
3
1
1
5
1
7
3
1
12
0
0
0
0
0
4
12
6
14
36
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
1
4
6
4
15
2
1
1
0
4
0
0
0
0
0
1
0
0
1
2
1
0
0
0
1
0
0
0
0
0
1
1
0
0
2
5
2
0
1
8
0
0
0
0
0
11
8
7
6
32
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
3
3
1
2
9
0
0
0
0
0
0
0
0
0
0
0
1
2
2
5
0
0
1
0
1
0
0
0
0
0
0
0
1
1
2
1
6
0
2
9
0
0
0
0
0
4
10
5
7
26
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
U-Turn
Groups Printed- Heavy Vehicles
Goodenough Street
From South
Right
Left
U-Turn
Int. Total
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0
1
1
3
5
1
2
0
0
3
0
0
0
0
0
3
1
0
0
4
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
1
0
5
0
6
0
0
0
0
0
5
4
6
4
19
Grand Total
Apprch %
Total %
124
80
34.1
27
17.4
7.4
4
2.6
1.1
38
59.4
10.4
26
40.6
7.1
0
0
0
24
16.6
6.6
121
83.4
33.2
0
0
0
364
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
U-Turn
App. Total
Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
1
0
07:30 AM
2
07:45 AM
4
1
1
08:00 AM
2
1
0
08:15 AM
4
0
0
Total Volume
12
3
1
% App. Total
75
18.8
6.2
PHF
.750
.750
.250
Right
Goodenough Street
From South
Left
U-Turn
.667
1
3
0
1
5
55.6
.417
3
0
0
1
4
44.4
.333
0
0
0
0
0
0
.000
Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 01:00 PM
10
1
1
12
01:00 PM
01:15 PM
7
0
0
7
01:30 PM
4
1
0
5
01:45 PM
4
0
0
4
Total Volume
25
2
1
28
% App. Total
89.3
7.1
3.6
PHF
.625
.500
.250
.583
0
0
1
0
1
14.3
.250
2
0
2
2
6
85.7
.750
0
0
0
0
0
0
.000
3
6
3
4
16
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 B
: 2013070
: 9/18/2014
:2
App. Total
4
3
0
2
9
.563
2
0
3
2
7
.583
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
0
0
1
1
2
8.3
.500
5
5
5
7
22
91.7
.786
0
0
0
0
0
0
.000
0
0
0
2
2
20
.250
0
4
1
3
8
80
.500
0
0
0
0
0
0
.000
Int. Total
5
5
6
8
24
12
14
9
14
49
.750
.875
0
4
1
5
10
14
11
9
11
45
.500
.804
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Peds
Groups Printed- Peds and Bicycles
Goodenough Street
From South
Right
Left
Peds
North Beacon Street (Route 20)
From West
Right
Thru
Peds
: 144011 B
: 2013070
: 9/18/2014
:1
Int. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
0
0
0
0
0
0
0
0
0
0
1
0
1
0
2
0
1
1
0
2
0
0
0
0
0
2
0
1
4
7
0
0
0
0
0
2
0
2
6
10
0
0
0
0
0
5
1
5
10
21
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
1
1
0
2
0
1
0
0
1
0
2
1
0
3
0
1
1
0
2
0
0
1
0
1
0
1
0
2
3
0
0
0
0
0
4
5
4
5
18
0
0
0
0
0
4
11
8
7
30
09:00 AM
09:15 AM
09:30 AM
09:45 AM
Total
1
1
1
1
4
0
0
0
0
0
1
0
1
2
4
0
0
0
0
0
0
0
0
0
0
2
0
0
0
2
0
0
0
0
0
1
0
2
1
4
0
0
0
0
0
5
1
4
4
14
10:00 AM
10:15 AM
10:30 AM
10:45 AM
Total
0
1
1
0
2
0
0
0
0
0
0
3
0
4
7
0
1
0
0
1
0
0
0
0
0
0
0
0
2
2
0
0
0
0
0
4
1
0
1
6
0
0
0
0
0
4
6
1
7
18
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
1
0
2
1
4
0
0
0
1
1
0
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
2
0
0
0
1
1
1
0
4
4
9
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
1
1
0
0
2
0
1
0
0
1
0
0
0
0
0
2
1
1
0
4
0
0
0
0
0
1
1
0
0
2
0
0
0
0
0
1
2
0
0
3
0
0
0
0
0
5
6
1
0
12
01:00 PM
01:15 PM
01:30 PM
01:45 PM
Total
1
0
2
1
4
0
0
0
1
1
0
0
0
3
3
0
0
0
1
1
0
1
0
0
1
0
0
2
1
3
0
0
0
0
0
0
1
0
0
1
1
0
0
0
1
2
2
4
7
15
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
1
0
1
1
3
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
1
2
2
6
0
0
0
0
0
0
1
1
1
3
0
0
0
0
0
3
2
4
4
13
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
0
0
1
2
3
0
0
0
0
0
2
0
1
0
3
0
0
2
0
2
0
0
0
0
0
2
0
1
0
3
0
0
0
0
0
2
3
1
0
6
0
0
0
0
0
6
3
6
2
17
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
2
1
2
3
8
1
0
0
0
1
0
1
1
0
2
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
2
2
2
1
7
0
0
0
0
0
6
4
5
4
19
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Peds
Groups Printed- Peds and Bicycles
Goodenough Street
From South
Right
Left
Peds
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 B
: 2013070
: 9/18/2014
:2
Peds
Int. Total
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
2
2
6
1
11
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
6
1
11
Grand Total
Apprch %
Total %
43
58.9
24
5
6.8
2.8
25
34.2
14
13
29.5
7.3
2
4.5
1.1
29
65.9
16.2
0
0
0
60
96.8
33.5
2
3.2
1.1
179
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
Peds
App. Total
Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM
0
0
0
08:00 AM
0
0
0
08:15 AM
1
1
2
08:30 AM
1
0
1
Total Volume
2
1
3
% App. Total
33.3
16.7
50
PHF
.500
.250
.375
Right
Goodenough Street
From South
Left
Peds
.375
0
0
1
1
2
25
.500
0
0
0
1
1
12.5
.250
4
0
1
0
5
62.5
.313
Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 02:45 PM
1
0
0
1
02:45 PM
03:00 PM
0
0
2
2
03:15 PM
0
0
0
0
03:30 PM
1
0
1
2
Total Volume
2
0
3
5
% App. Total
40
0
60
PHF
.500
.000
.375
.625
0
0
0
2
2
28.6
.250
0
0
0
0
0
0
.000
2
2
0
1
5
71.4
.625
0
0
4
2
6
App. Total
4
0
2
2
8
.500
2
2
0
3
7
.583
North Beacon Street (Route 20)
From West
Right
Thru
Peds
App. Total
0
0
0
0
0
0
.000
6
4
5
4
19
100
.792
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
1
2
3
1
7
100
.583
0
0
0
0
0
0
.000
Int. Total
6
4
5
4
19
10
4
11
8
33
.792
.750
1
2
3
1
7
4
6
3
6
19
.583
.792
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
U-Turn
App. Total
Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
113
1
7
07:45 AM
08:00 AM
89
18
1
08:15 AM
89
8
0
87
10
0
08:30 AM
Total Volume
378
43
2
% App. Total
89.4
10.2
0.5
PHF
.836
.597
.500
Cars
365
41
1
% Cars
96.6
95.3
50.0
Heavy Vehicles
13
2
1
% Heavy Vehicles
3.4
4.7
50.0
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
121
108
97
97
423
.874
407
96.2
16
3.8
Right
26
14
26
22
88
17.8
.846
84
95.5
4
4.5
Goodenough Street
From South
Left
U-Turn
92
96
103
114
405
82.2
.888
402
99.3
3
0.7
0
0
0
0
0
0
.000
0
0
0
0
App. Total
118
110
129
136
493
.906
486
98.6
7
1.4
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
12
13
13
17
55
13.5
.809
53
96.4
2
3.6
Left Right U-Turn
402
84
0
3
4
0
405
88
0
94
486
580
4
7
11
98
493
591
Out
In
Total
Goodenough Street
332
20
352
Thru
0
53
0
2
0
55
U-Turn Right
North Beacon Street (Route 20)
Out
In
Total
767
385
1152
16
22
38
783
407
1190
41
1
2
1
43
2
Left U-Turn
Cars
Heavy Vehicles
365
13
378
Thru
North
98
93
76
85
352
86.5
.898
332
94.3
20
5.7
0
0
0
0
0
0
.000
0
0
0
0
North Beacon Street (Route 20)
Out
In
Total
416
407
823
24
16
40
440
423
863
Peak Hour Data
Peak Hour Begins at 07:45 AM
: 144011 B
: 2013070
: 9/18/2014
:1
Int. Total
110
106
89
102
407
349
324
315
335
1323
.925
385
94.6
22
5.4
.948
1278
96.6
45
3.4
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
U-Turn
App. Total
Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
111
23
0
05:00 PM
05:15 PM
100
30
2
107
21
0
05:30 PM
05:45 PM
86
22
0
Total Volume
404
96
2
% App. Total
80.5
19.1
0.4
PHF
.910
.800
.250
399
93
2
Cars
% Cars
98.8
96.9
100
Heavy Vehicles
5
3
0
% Heavy Vehicles
1.2
3.1
0
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
134
132
128
108
502
.937
494
98.4
8
1.6
Right
10
18
15
17
60
28.8
.833
56
93.3
4
6.7
Goodenough Street
From South
Left
U-Turn
32
38
47
30
147
70.7
.782
146
99.3
1
0.7
0
0
0
1
1
0.5
.250
1
100
0
0
App. Total
42
56
62
48
208
.839
203
97.6
5
2.4
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
48
50
53
39
190
33.9
.896
190
100
0
0
Left Right U-Turn
146
56
1
1
4
0
147
60
1
283
203
486
3
5
8
286
208
494
Out
In
Total
Goodenough Street
364
6
370
Thru
1
190
0
0
1
190
U-Turn Right
North Beacon Street (Route 20)
Out
In
Total
545
555
1100
6
6
12
551
561
1112
93
2
3
0
96
2
Left U-Turn
Cars
Heavy Vehicles
399
5
404
Thru
North
92
85
87
106
370
66
.873
364
98.4
6
1.6
0
0
0
1
1
0.2
.250
1
100
0
0
North Beacon Street (Route 20)
Out
In
Total
420
494
914
10
8
18
430
502
932
Peak Hour Data
Peak Hour Begins at 05:00 PM
: 144011 B
: 2013070
: 9/18/2014
:2
Int. Total
140
135
140
146
561
316
323
330
302
1271
.961
555
98.9
6
1.1
.963
1252
98.5
19
1.5
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars - Heavy Vehicles
Goodenough Street
From South
U-Turn
Right
Left
U-Turn
Int. Total
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
60
67
68
86
281
11
15
12
14
52
0
1
2
1
4
20
11
14
20
65
22
13
12
7
54
0
0
0
0
0
16
13
11
9
49
75
73
52
74
274
0
0
0
0
0
204
193
171
211
779
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
68
85
70
84
307
18
15
16
11
60
0
0
1
1
2
15
10
21
15
61
11
15
9
19
54
0
0
0
0
0
8
10
20
18
56
88
55
74
73
290
0
0
0
1
1
208
190
211
222
831
Grand Total
Apprch %
Total %
Cars
% Cars
Heavy Vehicles
% Heavy Vehicles
588
83.3
36.5
581
98.8
7
1.2
112
15.9
7
112
100
0
0
6
0.8
0.4
6
100
0
0
126
53.8
7.8
124
98.4
2
1.6
108
46.2
6.7
106
98.1
2
1.9
0
0
0
0
0
0
0
105
15.7
6.5
103
98.1
2
1.9
564
84.2
35
552
97.9
12
2.1
1
0.1
0.1
1
100
0
0
1610
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
U-Turn
App. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
18
0
12:00 PM
68
12:15 PM
85
15
0
12:30 PM
70
16
1
84
11
1
12:45 PM
Total Volume
307
60
2
% App. Total
83.2
16.3
0.5
PHF
.903
.833
.500
Cars
304
60
2
99.0
100
100
% Cars
Heavy Vehicles
3
0
0
% Heavy Vehicles
1.0
0
0
86
100
87
96
369
.923
366
99.2
3
0.8
Right
15
10
21
15
61
53
.726
61
100
0
0
Goodenough Street
From South
Left
U-Turn
11
15
9
19
54
47
.711
53
98.1
1
1.9
0
0
0
0
0
0
.000
0
0
0
0
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 BB
: 2013070
: 9/20/2014
:1
App. Total
26
25
30
34
115
.846
114
99.1
1
0.9
1585
98.4
25
1.6
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
8
10
20
18
56
16.1
.700
56
100
0
0
88
55
74
73
290
83.6
.824
285
98.3
5
1.7
0
0
0
1
1
0.3
.250
1
100
0
0
Int. Total
96
65
94
92
347
208
190
211
222
831
.904
342
98.6
5
1.4
.936
822
98.9
9
1.1
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Groups Printed- Cars
Goodenough Street
From South
Right
Left
U-Turn
U-Turn
Int. Total
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
60
66
67
84
277
11
15
12
14
52
0
1
2
1
4
19
11
14
19
63
21
13
12
7
53
0
0
0
0
0
14
13
11
9
47
74
69
51
73
267
0
0
0
0
0
199
188
169
207
763
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
68
85
68
83
304
18
15
16
11
60
0
0
1
1
2
15
10
21
15
61
11
14
9
19
53
0
0
0
0
0
8
10
20
18
56
86
55
73
71
285
0
0
0
1
1
206
189
208
219
822
Grand Total
Apprch %
Total %
581
83.1
36.7
112
16
7.1
6
0.9
0.4
124
53.9
7.8
106
46.1
6.7
0
0
0
103
15.7
6.5
552
84.1
34.8
1
0.2
0.1
1585
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
U-Turn
App. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
18
0
12:00 PM
68
12:15 PM
85
15
0
12:30 PM
68
16
1
83
11
1
12:45 PM
Total Volume
304
60
2
% App. Total
83.1
16.4
0.5
PHF
.894
.833
.500
86
100
85
95
366
.915
Right
15
10
21
15
61
53.5
.726
Goodenough Street
From South
Left
U-Turn
11
14
9
19
53
46.5
.697
0
0
0
0
0
0
.000
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 BB
: 2013070
: 9/20/2014
:1
App. Total
26
24
30
34
114
.838
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
8
10
20
18
56
16.4
.700
86
55
73
71
285
83.3
.828
0
0
0
1
1
0.3
.250
Int. Total
94
65
93
90
342
206
189
208
219
822
.910
.938
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
U-Turn
Groups Printed- Heavy Vehicles
Goodenough Street
From South
Right
Left
U-Turn
Int. Total
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
0
1
1
2
4
0
0
0
0
0
0
0
0
0
0
1
0
0
1
2
1
0
0
0
1
0
0
0
0
0
2
0
0
0
2
1
4
1
1
7
0
0
0
0
0
5
5
2
4
16
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
0
0
2
1
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
2
0
1
2
5
0
0
0
0
0
2
1
3
3
9
Grand Total
Apprch %
Total %
7
100
28
0
0
0
0
0
0
2
50
8
2
50
8
0
0
0
2
14.3
8
12
85.7
48
0
0
0
25
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
U-Turn
App. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 11:00 AM
11:00 AM
0
0
0
11:15 AM
1
0
0
11:30 AM
1
0
0
2
0
0
11:45 AM
Total Volume
4
0
0
% App. Total
100
0
0
PHF
.500
.000
.000
0
1
1
2
4
.500
Right
1
0
0
1
2
66.7
.500
Goodenough Street
From South
Left
U-Turn
1
0
0
0
1
33.3
.250
0
0
0
0
0
0
.000
U-Turn
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 BB
: 2013070
: 9/20/2014
:1
App. Total
2
0
0
1
3
.375
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
2
0
0
0
2
22.2
.250
1
4
1
1
7
77.8
.438
0
0
0
0
0
0
.000
Int. Total
3
4
1
1
9
5
5
2
4
16
.563
.800
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
Start Time
North Beacon Street (Route 20)
From East
Thru
Left
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Peds
Groups Printed- Peds and Bicycles
Goodenough Street
From South
Right
Left
Peds
North Beacon Street (Route 20)
From West
Right
Thru
: 144011 BB
: 2013070
: 9/20/2014
:1
Peds
Int. Total
11:00 AM
11:15 AM
11:30 AM
11:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
2
5
0
0
0
0
0
1
2
1
2
6
12:00 PM
12:15 PM
12:30 PM
12:45 PM
Total
1
0
1
1
3
0
0
0
0
0
2
0
1
0
3
0
0
1
0
1
0
0
0
0
0
1
3
1
2
7
0
0
0
0
0
0
1
0
1
2
0
0
0
0
0
4
4
4
4
16
Grand Total
Apprch %
Total %
3
42.9
13.6
0
0
0
4
57.1
18.2
1
12.5
4.5
0
0
0
7
87.5
31.8
0
0
0
7
100
31.8
0
0
0
22
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
Peds
App. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
1
2
0
12:00 PM
12:15 PM
0
0
0
12:30 PM
1
0
1
1
0
0
12:45 PM
Total Volume
3
0
3
% App. Total
50
0
50
PHF
.750
.000
.375
3
0
2
1
6
.500
Right
0
0
1
0
1
12.5
.250
Goodenough Street
From South
Left
Peds
0
0
0
0
0
0
.000
1
3
1
2
7
87.5
.583
App. Total
1
3
2
2
8
.667
North Beacon Street (Route 20)
From West
Right
Thru
Peds
App. Total
0
0
0
0
0
0
.000
0
1
0
1
2
100
.500
0
0
0
0
0
0
.000
Int. Total
0
1
0
1
2
4
4
4
4
16
.500
1.00
S: Goodenough Street
E/W: North Beacon Street (Route 20)
City, State: Boston, MA
Client: Howard/Stein-Hudson/ J. Lizza
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
North Beacon Street (Route 20)
From East
Start Time
Thru
Left
U-Turn
App. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
18
0
12:00 PM
68
12:15 PM
85
15
0
12:30 PM
70
16
1
84
11
1
12:45 PM
Total Volume
307
60
2
% App. Total
83.2
16.3
0.5
PHF
.903
.833
.500
Cars
304
60
2
99.0
100
100
% Cars
Heavy Vehicles
3
0
0
% Heavy Vehicles
1.0
0
0
File Name
Site Code
Start Date
Page No
PRECISION
D A T A
86
100
87
96
369
.923
366
99.2
3
0.8
Right
15
10
21
15
61
53
.726
61
100
0
0
Goodenough Street
From South
Left
U-Turn
11
15
9
19
54
47
.711
53
98.1
1
1.9
0
0
0
0
0
0
.000
0
0
0
0
App. Total
26
25
30
34
115
.846
114
99.1
1
0.9
North Beacon Street (Route 20)
From West
Right
Thru
U-Turn
App. Total
8
10
20
18
56
16.1
.700
56
100
0
0
Left Right U-Turn
53
61
0
1
0
0
54
61
0
116
114
230
0
1
1
116
115
231
Out
In
Total
Goodenough Street
285
5
290
Thru
1
56
0
0
1
56
U-Turn Right
North Beacon Street (Route 20)
Out
In
Total
357
342
699
4
5
9
361
347
708
60
2
0
0
60
2
Left U-Turn
Cars
Heavy Vehicles
304
3
307
Thru
North
88
55
74
73
290
83.6
.824
285
98.3
5
1.7
0
0
0
1
1
0.3
.250
1
100
0
0
North Beacon Street (Route 20)
Out
In
Total
346
366
712
5
3
8
351
369
720
Peak Hour Data
Peak Hour Begins at 12:00 PM
: 144011 BB
: 2013070
: 9/20/2014
:1
Int. Total
96
65
94
92
347
208
190
211
222
831
.904
342
98.6
5
1.4
.936
822
98.9
9
1.1
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
EB
Start
Time
09/17/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
144011 A Class
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
>6 Axl
Double
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
0
0
0
0
1
0
1
1
1
0
1
2
0
0
1
0
1
0
0
0
0
0
0
0
9
0.3%
5
5
1
2
3
21
63
187
372
229
103
71
85
71
88
94
111
139
101
95
44
44
26
8
1968
73.7%
3
0
0
2
0
6
27
58
64
45
34
31
40
39
35
34
27
40
37
10
14
8
7
2
563
21.1%
0
0
0
0
0
0
0
2
5
3
1
0
0
3
0
1
0
2
0
1
0
0
0
0
18
0.7%
0
0
0
0
0
4
12
11
9
6
6
5
0
6
8
6
13
1
3
0
0
2
0
0
92
3.4%
0
0
0
0
0
0
0
1
0
2
1
3
0
0
2
0
0
0
0
0
0
0
0
0
9
0.3%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
2
2
0
0
0
1
2
0
0
0
0
0
0
0
0
0
0
7
0.3%
0
0
0
0
1
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
0.1%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
11:00
08:00
08:00
08:00
06:00
11:00
07:00
04:00
08:00
2
372
64
5
12
3
2
1
453
14:00
17:00
12:00
13:00
16:00
14:00
13:00
17:00
1
139
40
3
13
2
2
182
Total
8
5
1
4
5
31
103
263
453
286
146
112
126
121
134
135
152
182
141
106
58
54
33
10
2669
Page 1
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
EB
Start
Time
09/18/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
Total
PRECISION
D A T A
144011 A Class
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
>6 Axl
Double
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
0
0
0
0
0
0
2
2
1
1
0
1
0
1
0
2
1
1
1
1
0
1
1
0
16
0.6%
13
3
4
2
2
13
56
182
337
209
88
79
101
74
81
103
109
155
125
81
55
32
39
11
1954
75.5%
2
2
1
1
1
7
31
53
57
42
33
21
21
18
23
36
41
37
26
18
15
12
3
3
504
19.5%
0
0
0
0
0
0
1
3
1
1
2
0
0
0
0
2
0
1
0
0
0
0
0
0
11
0.4%
0
0
0
0
0
4
11
7
6
6
5
5
4
8
3
7
5
8
4
1
2
2
2
0
90
3.5%
0
0
0
0
0
1
0
1
0
0
1
1
1
1
0
0
0
0
0
0
0
0
0
0
6
0.2%
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%
0
0
0
0
0
0
0
2
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
3
0.1%
0
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0.1%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
06:00
08:00
08:00
07:00
06:00
05:00
07:00
07:00
08:00
2
337
57
3
11
1
2
1
402
15:00
17:00
16:00
15:00
13:00
12:00
17:00
2
155
3922
41
1067
2
29
8
182
1
15
1
1
Total
15
5
5
3
3
25
101
251
402
260
129
108
127
102
107
150
156
203
156
101
72
47
45
14
2587
17:00
10
5
0
0
0
0
203
5256
Page 2
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
WB
Start
Time
09/17/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
144011 A Class
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
>6 Axl
Double
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
1
0
0
0
0
0
1
2
1
0
1
2
1
0
0
3
5
1
4
3
0
2
2
1
30
0.7%
26
12
7
2
7
21
74
155
242
171
154
154
170
170
212
244
345
499
354
184
112
86
52
46
3499
86.5%
3
0
0
1
3
3
9
30
32
33
27
31
26
32
35
41
35
17
26
13
7
10
3
0
417
10.3%
0
0
0
0
0
0
0
2
3
3
0
0
0
1
1
2
2
1
0
0
0
0
0
1
16
0.4%
0
0
0
0
0
2
2
1
4
5
3
6
5
2
8
8
6
5
0
1
2
0
0
0
60
1.5%
0
0
0
0
0
0
3
3
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
8
0.2%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
1
1
0
0
0
0
2
1
1
1
0
1
1
0
0
0
0
9
0.2%
0
0
0
0
0
0
0
0
0
1
0
0
0
3
1
0
0
0
0
0
0
0
0
0
5
0.1%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
1
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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
07:00
08:00
09:00
08:00
11:00
06:00
07:00
09:00
10:00
08:00
2
242
33
3
6
3
1
1
1
283
16:00
17:00
15:00
15:00
14:00
13:00
13:00
13:00
17:00
5
499
41
2
8
1
2
3
523
Total
30
12
7
3
10
26
89
194
283
214
186
193
202
211
258
299
394
523
385
202
121
98
57
48
4045
Page 3
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
WB
Start
Time
09/18/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
Total
PRECISION
D A T A
144011 A Class
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
>6 Axl
Double
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
2
0
0
0
0
0
1
2
1
1
0
0
1
2
0
1
3
1
2
3
1
1
0
1
23
0.6%
24
15
8
7
13
26
67
156
261
174
128
138
149
182
186
271
390
482
336
178
120
93
70
47
3521
87.1%
1
1
0
0
1
6
12
24
32
18
18
18
17
24
37
29
43
40
25
16
11
7
8
0
388
9.6%
0
0
0
0
0
1
2
1
1
4
0
0
1
0
2
1
1
1
0
0
0
0
0
0
15
0.4%
0
1
0
0
0
1
3
2
5
8
7
4
7
4
7
6
6
1
4
1
1
1
0
2
71
1.8%
0
0
0
0
0
0
5
1
0
0
1
1
1
0
0
0
0
0
0
0
0
0
1
0
10
0.2%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
1
0
2
0
1
0
0
1
0
2
2
0
0
0
0
0
9
0.2%
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
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
00:00
08:00
08:00
09:00
09:00
06:00
10:00
08:00
08:00
2
261
32
4
8
5
2
1
302
16:00
17:00
16:00
14:00
12:00
12:00
17:00
14:00
12:00
3
482
7020
43
805
2
31
7
131
1
18
2
18
1
1
1
1
0
7
1
Total
27
17
8
7
14
34
90
186
302
205
156
162
178
212
233
309
443
527
369
198
133
102
79
50
4041
17:00
0
527
8086
Page 4
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
EB
Start
Time
09/17/
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
%
AM
Peak
Vol.
Midda
y Peak
Vol.
PM
Peak
Vol.
% iles
Stats
PRECISION
D A T A
144011 A Speed
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
1
14
15
19
20
24
25
29
30
34
35
39
40
44
45
49
50
54
55
59
60
64
65
69
70
9999
Total
85th
% ile
Ave
Speed
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
0
0
0
3
1
2
6
2
3
0
4
1
1
1
2
0
1
0
1
0
1
1
0
0
1
1
10
36
34
16
16
14
13
13
12
16
11
19
9
19
6
5
4
2
0
2
1
2
0
2
5
58
101
47
16
19
24
24
22
26
39
47
23
15
9
8
3
0
1
0
0
2
0
3
12
41
63
50
19
19
20
19
33
13
35
30
40
18
8
9
12
1
3
1
0
0
1
9
22
69
136
87
38
29
41
36
36
42
39
52
39
30
18
13
6
0
1
1
0
0
1
11
37
38
91
66
40
18
14
21
18
29
18
25
18
19
8
10
4
2
1
0
0
0
2
3
15
16
25
16
7
9
9
8
3
8
6
8
9
4
5
8
3
4
0
0
0
0
0
2
1
2
2
2
4
2
1
0
5
0
2
0
0
1
3
1
0
1
1
0
0
0
0
0
1
0
0
0
0
0
1
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8
5
1
4
5
31
103
263
453
286
146
112
126
121
134
135
152
182
141
106
58
54
33
10
48
40
28
32
47
45
44
41
41
42
42
42
41
41
40
41
40
40
40
41
43
44
41
48
39
31
27
29
39
39
38
33
35
35
35
34
34
34
33
34
33
33
34
33
35
36
33
40
1.0%
9.7%
18.5%
16.8%
28.0%
18.4%
6.3%
1.1%
0.2%
0.0%
0.0%
0.0%
07:00
07:00
08:00
08:00
08:00
08:00
08:00
05:00
00:00
0.0%
08:00
3
36
101
63
136
91
25
2
1
453
14:00
11:00
12:00
14:00
12:00
13:00
11:00
14:00
12:00
14:00
4
14
24
33
41
21
9
5
1
134
16:00
18:00
17:00
17:00
18:00
17:00
15:00
18:00
20:00
18:00
17:00
1
2
9
3
1
182
19
47
40
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 35 MPH :
Percent of Vehicles > 35 MPH :
Mean Speed(Average) :
52
24 MPH
34 MPH
41 MPH
46 MPH
29
33-42 MPH
1214
45.5%
1245
46.6%
34 MPH
Page 1
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
EB
Start
Time
09/18/
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
%
AM
Peak
Vol.
Midda
y Peak
Vol.
PM
Peak
Vol.
% iles
Stats
PRECISION
D A T A
144011 A Speed
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
1
14
15
19
20
24
25
29
30
34
35
39
40
44
45
49
50
54
55
59
60
64
65
69
70
9999
Total
85th
% ile
Ave
Speed
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
4
1
3
1
4
2
2
1
3
1
1
0
0
3
0
1
0
0
1
0
0
0
1
9
29
37
17
13
7
9
13
13
27
28
32
17
10
10
4
4
0
2
1
0
0
1
1
7
64
99
36
15
12
23
13
18
33
38
47
27
15
9
13
7
3
3
0
2
2
0
2
9
34
52
33
14
18
21
22
18
23
26
26
23
19
12
7
13
2
5
1
2
0
0
3
30
54
117
79
36
39
37
22
30
42
31
60
44
27
19
15
16
6
5
2
1
0
2
10
25
50
68
72
30
20
25
26
21
16
23
26
33
21
15
3
3
3
0
0
0
1
0
4
13
13
24
16
15
8
8
2
3
5
6
7
11
8
2
3
1
0
0
0
0
0
0
4
5
3
3
4
5
0
2
2
3
1
2
3
0
1
2
1
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
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
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
15
5
5
3
3
25
101
251
402
260
129
108
127
102
107
150
156
203
156
101
72
47
45
14
41
42
40
46
43
49
45
41
41
42
44
41
42
41
41
39
40
40
42
42
41
40
38
40
36
34
36
37
37
42
37
33
34
36
36
35
35
34
34
32
32
33
35
35
33
34
33
35
1.1%
10.9%
18.7%
14.7%
27.6%
19.3%
5.8%
1.6%
0.1%
0.1%
0.0%
0.0%
07:00
08:00
08:00
08:00
08:00
09:00
08:00
06:00
08:00
06:00
1
1
0.0%
4
37
99
52
117
72
24
5
11:00
13:00
12:00
13:00
11:00
13:00
11:00
14:00
08:00
402
12:00
4
13
23
22
39
26
8
3
15:00
17:00
17:00
16:00
17:00
18:00
18:00
17:00
18:00
21:00
16:00
17:00
17:00
11
3
1
1
1
1
203
3
32
47
26
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 35 MPH :
Percent of Vehicles > 35 MPH :
Mean Speed(Average) :
60
24 MPH
34 MPH
42 MPH
46 MPH
33
127
33-42 MPH
1161
44.9%
1227
47.4%
34 MPH
Page 2
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
WB
Start
Time
09/17/
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
%
AM
Peak
Vol.
Midda
y Peak
Vol.
PM
Peak
Vol.
% iles
Stats
PRECISION
D A T A
144011 A Speed
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
1
14
15
19
20
24
25
29
30
34
35
39
40
44
45
49
50
54
55
59
60
64
65
69
70
9999
Total
85th
% ile
Ave
Speed
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
3
3
0
0
0
0
0
0
0
0
0
2
1
2
3
6
6
5
2
3
4
6
3
1
16
6
4
1
2
3
1
5
2
3
0
0
2
11
28
29
31
16
28
25
31
22
30
44
52
58
25
27
12
11
10
14
5
1
2
2
7
27
70
72
68
57
59
61
68
80
79
110
148
126
67
36
33
18
14
9
4
1
1
2
9
28
56
104
77
75
63
75
77
98
118
163
186
129
67
36
38
18
14
1
0
2
0
1
5
14
26
57
26
20
30
34
24
42
54
60
98
50
29
17
9
5
9
1
0
0
0
3
1
6
8
12
6
10
9
3
7
10
15
12
19
9
7
4
4
2
0
0
0
0
0
0
1
1
2
1
0
3
1
1
0
0
0
4
1
1
2
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
2
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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
30
12
7
3
10
26
89
194
283
214
186
193
202
211
258
299
394
523
385
202
121
98
57
48
37
36
41
36
46
42
41
40
41
39
40
41
40
39
40
41
40
41
39
40
40
39
39
40
33
31
33
34
36
36
36
35
36
34
36
35
35
35
35
36
36
35
34
35
34
35
33
34
0.0%
0.0%
0.0%
0.0%
0.2%
1.9%
12.4%
30.3%
35.8%
15.2%
3.7%
0.4%
0.1%
08:00
01:00
08:00
09:00
08:00
08:00
08:00
08:00
07:00
07:00
1
1
1
18:00
17:00
1
3
6
31
72
104
57
12
2
14:00
13:00
14:00
14:00
14:00
14:00
11:00
08:00
283
11:00
14:00
6
31
80
98
42
10
1
1
258
17:00
18:00
17:00
17:00
17:00
17:00
16:00
18:00
19:00
17:00
19
4
2
1
523
16
58
148
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 35 MPH :
Percent of Vehicles > 35 MPH :
Mean Speed(Average) :
186
28 MPH
34 MPH
40 MPH
44 MPH
98
31-40 MPH
2484
61.4%
1832
45.3%
35 MPH
Page 3
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
WB
Start
Time
09/18/
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
%
AM
Peak
Vol.
Midda
y Peak
Vol.
PM
Peak
Vol.
% iles
Stats
PRECISION
D A T A
144011 A Speed
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
1
14
15
19
20
24
25
29
30
34
35
39
40
44
45
49
50
54
55
59
60
64
65
69
70
9999
Total
85th
% ile
Ave
Speed
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
2
0
0
1
1
0
1
4
0
3
0
0
1
0
0
1
1
0
0
1
0
1
2
4
11
8
4
4
3
6
7
10
4
9
5
2
1
1
0
1
2
0
1
2
7
14
28
33
22
19
11
32
19
23
38
54
82
49
31
19
22
11
13
9
8
5
1
2
8
28
49
94
67
41
42
52
74
75
86
120
175
114
74
51
30
29
15
12
6
3
3
5
11
36
55
105
69
60
63
63
81
78
115
153
182
113
57
42
31
28
13
3
0
0
1
3
6
10
42
60
30
25
33
22
31
39
52
84
71
62
25
19
13
8
6
1
0
0
1
0
2
0
9
5
3
3
9
3
1
10
9
17
12
17
5
0
4
2
2
0
0
0
0
0
0
1
1
1
1
0
0
0
1
1
1
1
1
2
1
0
0
0
1
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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
27
17
8
7
14
34
90
186
302
205
156
162
178
212
233
309
443
527
369
198
133
102
79
50
39
36
37
43
40
41
39
41
40
39
40
41
39
39
41
40
41
39
41
39
39
39
39
40
35
33
34
37
33
35
34
36
35
34
35
36
34
35
35
35
35
35
35
34
34
34
34
34
0.3%
2.1%
13.2%
30.9%
34.2%
16.0%
2.8%
0.3%
0.0%
0.0%
0.0%
0.0%
09:00
09:00
08:00
08:00
08:00
08:00
07:00
06:00
0.0%
12:00
1
08:00
2
11
33
94
105
60
9
1
12:00
14:00
12:00
14:00
13:00
14:00
14:00
13:00
14:00
302
1
14:00
1
6
32
75
81
39
10
1
16:00
16:00
17:00
17:00
17:00
16:00
16:00
18:00
17:00
17
2
527
4
10
82
175
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 35 MPH :
Percent of Vehicles > 35 MPH :
Mean Speed(Average) :
182
28 MPH
34 MPH
40 MPH
43 MPH
84
233
30-39 MPH
2453
60.7%
1785
44.2%
35 MPH
Page 4
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
PRECISION
D A T A
144011 A Volume
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
EB
A.M.
0
4
2
2
1
0
2
2
0
0
0
1
1
1
2
0
1
2
1
1
5
4
9
13
14
25
26
38
40
55
56
112
97
113
113
130
109
73
61
43
40
39
33
34
34
30
23
25
1417
53.2%
Day Total
Peak
Vol.
P.H.F.
P.M.
8
5
1
4
5
31
103
263
453
286
146
112
32
34
28
32
29
29
37
26
31
24
39
40
34
34
32
35
45
33
34
40
50
40
47
45
41
33
34
33
30
28
25
23
12
18
14
14
17
17
8
12
4
11
8
10
2
2
3
3
1252
30.9%
A.M.
126
121
134
135
152
182
141
106
58
54
33
10
12
8
5
5
2
4
3
3
3
3
1
0
0
2
1
0
0
0
2
8
3
6
8
9
12
19
20
38
42
35
60
57
69
72
75
67
58
58
59
39
35
53
50
48
46
46
53
48
1247
46.8%
2669
08:15
465
0.894
-
Combin
ed
WB
P.M.
30
12
7
3
10
26
89
194
283
214
186
193
50
47
51
54
38
56
67
50
73
53
67
65
75
76
69
79
84
103
100
107
132
139
151
101
129
109
75
72
62
50
53
37
37
25
32
27
23
29
17
29
19
20
10
8
17
14
12
5
2798
69.1%
A.M.
202
211
258
299
394
523
385
202
121
98
57
48
12
12
7
7
3
4
5
5
3
3
1
1
1
3
3
0
1
2
3
9
8
10
17
22
26
44
46
76
82
90
116
169
166
185
188
197
167
131
120
82
75
92
83
82
80
76
76
73
2664
4045
05:00
182
0.910
-
08:00
283
0.943
-
17-Sep14
Wed
P.M.
38
17
8
7
15
57
192
457
736
500
332
305
82
81
79
86
67
85
104
76
104
77
106
105
109
110
101
114
129
136
134
147
182
179
198
146
170
142
109
105
92
78
78
60
49
43
46
41
40
46
25
41
23
31
18
18
19
16
15
8
4050
328
332
392
434
546
705
526
308
179
152
90
58
6714
04:45
529
0.876
-
08:15
737
0.935
-
04:45
706
0.891
-
-
-
Page 1
Leo M. Birmingham Pkwy
east of N. Beacon Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
PRECISION
D A T A
144011 A Volume
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
Percent
EB
A.M.
2
6
3
4
2
2
1
0
1
1
1
2
0
0
1
2
0
0
2
1
3
6
10
6
22
19
27
33
39
59
57
96
96
102
112
92
88
72
59
41
36
37
24
32
24
25
21
38
1307
52.0%
Day Total
Peak
Vol.
P.H.F.
P.M.
15
5
5
3
3
25
101
251
402
260
129
108
27
29
30
41
20
28
29
25
22
16
37
32
32
37
39
42
40
43
33
40
47
55
50
51
45
49
32
30
40
26
23
12
19
18
14
21
16
15
3
13
13
14
9
9
3
3
2
6
1280
31.1%
A.M.
127
102
107
150
156
203
156
101
72
47
45
14
4
6
5
12
6
7
3
1
1
2
4
1
2
3
1
1
2
1
2
9
3
5
12
14
12
10
26
42
31
52
44
59
69
73
86
74
58
56
46
45
41
42
36
37
39
35
49
39
1208
48.0%
2587
07:45
406
0.906
-
Combin
ed
WB
P.M.
27
17
8
7
14
34
90
186
302
205
156
162
49
29
36
64
47
50
55
60
58
53
71
51
80
85
75
69
94
110
113
126
120
153
150
104
130
87
72
80
55
47
50
46
38
27
36
32
28
30
25
19
25
17
19
18
15
14
12
9
2833
68.9%
A.M.
178
212
233
309
443
527
369
198
133
102
79
50
6
12
8
16
8
9
4
1
2
3
5
3
2
3
2
3
2
1
4
10
6
11
22
20
34
29
53
75
70
111
101
155
165
175
198
166
146
128
105
86
77
79
60
69
63
60
70
77
2515
4041
05:00
203
0.923
-
08:00
302
0.878
-
18-Sep14
Thu
P.M.
42
22
13
10
17
59
191
437
704
465
285
270
76
58
66
105
67
78
84
85
80
69
108
83
112
122
114
111
134
153
146
166
167
208
200
155
175
136
104
110
95
73
73
58
57
45
50
53
44
45
28
32
38
31
28
27
18
17
14
15
4113
305
314
340
459
599
730
525
299
205
149
124
64
6628
04:45
549
0.897
-
08:00
704
0.889
-
04:45
741
0.891
-
-
-
Page 2
N. Beacon Street (NB)
south of Leo M. Birmingham Parkway
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
NB
Start
Time
09/17/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
144011 B NB Class
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
>6 Axl
Double
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
0
1
0
0
0
2
0
2
6
7
0
3
1
4
5
2
4
4
7
2
4
1
2
2
59
1.0%
49
27
29
11
24
54
127
438
557
294
200
220
222
217
248
291
374
418
308
238
197
197
157
99
4996
82.4%
6
6
9
1
6
9
28
49
54
40
34
51
56
67
67
61
67
49
39
32
31
16
13
7
798
13.2%
1
1
0
0
0
0
2
3
3
2
1
2
3
5
3
2
1
2
2
2
1
1
1
1
39
0.6%
1
1
1
0
1
0
4
8
2
13
9
7
6
12
11
6
18
8
7
4
2
2
1
1
125
2.1%
0
0
0
0
0
0
0
2
0
2
1
0
1
0
0
0
0
1
1
1
0
0
0
0
9
0.1%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
3
4
3
3
2
1
1
1
6
3
0
1
0
2
0
0
0
30
0.5%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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
1
0.0%
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
2
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
1
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
09:00
08:00
08:00
07:00
09:00
07:00
08:00
07:00
08:00
7
557
54
3
13
2
4
1
626
18:00
17:00
13:00
13:00
16:00
12:00
15:00
17:00
17:00
14:00
17:00
7
418
67
5
18
1
6
1
1
1
484
Total
57
36
39
12
31
65
161
506
626
361
248
285
290
306
336
368
467
484
365
279
237
217
174
110
6060
Page 1
N. Beacon Street (NB)
south of Leo M. Birmingham Parkway
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
NB
Start
Time
09/18/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
Total
PRECISION
D A T A
144011 B NB Class
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
>6 Axl
Double
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
0
2
1
0
0
1
0
3
2
5
2
2
1
1
1
6
10
8
4
2
0
1
1
1
54
0.9%
51
36
27
14
24
61
108
445
531
283
210
198
232
281
253
325
359
441
354
245
245
200
151
93
5167
83.9%
12
2
4
1
3
11
32
42
68
41
39
50
44
49
57
62
59
49
30
28
26
15
15
12
751
12.2%
1
1
0
0
0
1
4
3
4
3
2
2
2
2
1
3
1
1
2
2
0
1
1
1
38
0.6%
2
1
1
0
0
0
5
9
7
4
11
10
10
8
10
11
8
3
3
1
5
2
1
1
113
1.8%
0
1
0
0
0
0
0
2
1
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
6
0.1%
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%
0
0
0
0
0
0
0
2
2
1
2
1
1
1
3
2
2
3
1
1
1
2
0
0
25
0.4%
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%
0
0
0
0
0
0
0
0
0
0
0
0
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
1
0
0
0
0
0
0
2
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
09:00
08:00
08:00
06:00
10:00
07:00
07:00
08:00
09:00
08:00
5
531
68
4
11
2
2
1
1
616
16:00
17:00
15:00
15:00
15:00
12:00
14:00
17:00
17:00
10
441
10163
62
1549
3
77
11
238
1
1
3
55
1
4
15
1
1
1
0
Total
66
43
33
15
27
74
149
506
616
339
266
264
291
342
325
409
439
506
394
279
277
221
169
108
6158
506
12218
Page 2
N. Beacon Street (NB)
south of Leo M. Birmingham Parkway
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
NB
Start
Time
09/17/
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
%
AM
Peak
Vol.
Midda
y Peak
Vol.
PM
Peak
Vol.
% iles
Stats
PRECISION
D A T A
144011 B NB Speed
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
1
14
15
19
20
24
25
29
30
34
35
39
40
44
45
49
50
54
55
59
60
64
65
69
70
9999
Total
85th
% ile
Ave
Speed
2
2
0
0
2
2
24
91
143
65
28
25
34
36
34
50
63
85
55
26
28
27
14
5
11
6
15
3
6
17
57
170
188
128
93
97
106
110
132
130
175
186
130
99
77
81
54
23
34
18
17
5
12
29
67
226
272
151
111
135
134
127
147
159
189
189
163
127
110
96
85
56
9
5
6
4
6
15
13
16
22
16
16
26
15
32
23
28
38
24
17
26
21
13
20
25
1
4
1
0
5
2
0
3
1
1
0
2
1
1
0
1
2
0
0
1
1
0
1
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
57
36
39
12
31
65
161
506
626
361
248
285
290
306
336
368
467
484
365
279
237
217
174
110
24
27
24
26
28
25
22
22
22
22
22
23
22
23
22
22
22
22
22
23
23
22
23
25
20
21
20
21
21
20
17
16
16
16
17
18
17
17
17
17
17
16
17
18
18
17
18
20
13.9%
34.6%
43.9%
7.2%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
08:00
08:00
08:00
08:00
04:00
01:00
1
143
188
272
22
5
13:00
14:00
14:00
13:00
11:00
08:00
626
14:00
36
132
147
32
2
336
17:00
17:00
16:00
16:00
16:00
17:00
85
186
189
38
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 20 MPH :
Percent of Vehicles > 20 MPH :
Mean Speed(Average) :
2
484
9 MPH
17 MPH
22 MPH
25 MPH
15-24 MPH
3474
57.3%
1913
31.6%
17 MPH
Page 1
N. Beacon Street (NB)
south of Leo M. Birmingham Parkway
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
NB
Start
Time
09/18/
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
%
AM
Peak
Vol.
Midda
y Peak
Vol.
PM
Peak
Vol.
% iles
Stats
PRECISION
D A T A
144011 B NB Speed
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
1
14
15
19
20
24
25
29
30
34
35
39
40
44
45
49
50
54
55
59
60
64
65
69
70
9999
Total
85th
% ile
Ave
Speed
4
2
1
0
0
3
11
88
131
44
26
40
30
40
51
55
70
69
62
27
48
34
15
10
15
14
5
4
4
14
57
171
208
142
105
78
110
133
95
153
146
190
148
109
88
69
62
34
33
23
23
5
14
43
69
230
267
141
108
125
130
141
160
162
193
231
160
121
123
96
78
49
10
3
4
6
8
12
12
14
9
12
25
20
19
26
19
37
29
15
22
20
18
20
11
14
4
1
0
0
1
2
0
3
1
0
2
1
2
2
0
2
1
1
1
2
0
2
3
1
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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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
43
33
15
27
74
149
506
616
339
266
264
291
342
325
409
439
506
394
279
277
221
169
108
25
23
24
26
26
25
23
22
21
22
23
23
22
22
22
22
22
22
22
22
22
23
23
23
20
19
21
21
22
20
18
16
16
17
17
17
17
17
17
17
17
17
16
17
17
17
18
18
14.0%
35.0%
44.3%
6.3%
0.5%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
08:00
08:00
08:00
07:00
00:00
08:00
131
208
267
14
4
616
14:00
13:00
14:00
13:00
12:00
13:00
51
133
160
26
2
16:00
17:00
17:00
15:00
22:00
70
190
231
37
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 20 MPH :
Percent of Vehicles > 20 MPH :
Mean Speed(Average) :
3
342
18:00
1
9 MPH
17 MPH
22 MPH
25 MPH
17:00
506
15-24 MPH
3552
57.7%
1892
30.7%
17 MPH
Page 2
N. Beacon Street (NB)
south of Leo M. Birmingham Parkway
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
PRECISION
D A T A
144011 B NB Volume
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
NB
A.M.
22
19
6
10
11
5
10
10
11
12
10
6
2
2
4
4
6
4
6
15
13
15
14
23
24
35
46
56
88
103
147
168
168
164
151
143
128
77
81
75
66
64
66
52
70
71
59
85
2427
57
36
39
12
31
65
161
506
626
361
248
285
Percent
Day Total
Peak
Vol.
P.H.F.
Wed
17-Sep14
P.M.
82
72
63
73
68
77
89
72
69
92
83
92
101
91
82
94
105
111
119
132
129
130
121
104
108
97
89
71
84
69
67
59
57
62
62
56
55
55
55
52
41
43
48
42
34
25
27
24
3633
100.0
%
290
306
336
368
467
484
365
279
237
217
174
110
0.0%
0.0%
6060
07:45
651
0.969
-
04:45
512
0.970
-
-
-
-
-
-
-
-
-
-
-
Page 1
N. Beacon Street (NB)
south of Leo M. Birmingham Parkway
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
PRECISION
D A T A
144011 B NB Volume
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
NB
A.M.
23
15
20
8
12
9
12
10
8
6
12
7
4
6
3
2
0
4
10
13
10
15
17
32
17
34
45
53
96
100
142
168
153
161
171
131
96
84
84
75
60
67
75
64
65
64
70
65
2398
66
43
33
15
27
74
149
506
616
339
266
264
Percent
Day Total
Peak
Vol.
P.H.F.
Thu
18-Sep14
P.M.
69
72
70
80
97
74
83
88
85
70
80
90
101
102
95
111
117
106
106
110
131
129
140
106
110
102
96
86
82
64
69
64
82
61
58
76
62
54
54
51
47
47
38
37
32
26
30
20
3760
100.0
%
291
342
325
409
439
506
394
279
277
221
169
108
0.0%
0.0%
6158
07:45
653
0.955
-
04:45
510
0.911
-
-
-
-
-
-
-
-
-
-
-
Page 2
N. Beacon Street (SB)
north of Goodenough Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
SB
Start
Time
09/17/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
PRECISION
D A T A
144011 B SB Class
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
>6 Axl
Double
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
0
0
0
0
0
0
1
3
2
1
1
1
1
1
2
1
3
1
4
3
3
2
2
2
34
0.6%
25
14
7
6
14
40
154
306
306
267
246
207
199
215
245
286
333
481
459
307
185
153
125
74
4654
81.0%
6
4
0
1
3
6
39
61
65
58
55
46
41
60
53
69
59
43
51
33
19
18
22
6
818
14.2%
1
1
0
0
0
2
0
5
5
7
2
3
2
2
3
4
1
1
3
3
0
1
1
2
49
0.9%
0
0
0
1
1
5
12
11
17
13
15
10
11
4
7
9
8
5
8
5
2
1
3
1
149
2.6%
0
0
0
0
0
0
0
1
1
0
2
0
0
2
0
0
1
0
0
0
0
0
0
0
7
0.1%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
2
8
2
4
0
1
1
2
3
1
1
3
2
1
0
0
0
0
31
0.5%
0
0
0
0
0
1
1
0
0
0
1
1
0
1
0
0
0
0
0
0
0
0
0
0
5
0.1%
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%
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%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
07:00
07:00
08:00
09:00
08:00
10:00
07:00
05:00
10:00
08:00
3
306
65
7
17
2
8
1
1
398
18:00
17:00
15:00
15:00
12:00
13:00
14:00
13:00
18:00
17:00
4
481
69
4
11
2
3
1
1
534
Total
32
19
7
8
18
54
209
395
398
350
323
269
255
287
313
370
406
534
528
352
209
175
153
85
5749
Page 1
N. Beacon Street (SB)
north of Goodenough Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
SB
Start
Time
09/18/1
4
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12 PM
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Total
Percent
AM
Peak
Vol.
PM
Peak
Vol.
Total
PRECISION
D A T A
144011 B SB Class
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Bikes
Cars &
Trailers
2 Axle
Long
Buses
2 Axle
6 Tire
3 Axle
Single
4 Axle
Single
<5 Axl
Double
5 Axle
Double
>6 Axl
Double
<6 Axl
Multi
6 Axle
Multi
>6 Axl
Multi
1
0
0
0
0
0
1
2
3
2
0
2
1
2
1
2
1
1
3
2
1
0
2
1
28
0.5%
33
17
11
11
12
36
160
294
298
285
217
191
209
205
218
281
312
460
400
312
188
172
124
68
4514
78.5%
1
6
0
0
3
12
41
65
58
68
48
39
43
36
67
68
83
79
57
49
18
21
24
11
897
15.6%
1
1
0
0
0
2
3
4
2
4
2
3
4
2
4
2
2
1
2
2
0
0
2
2
45
0.8%
0
1
1
1
2
2
12
26
9
20
16
21
11
12
12
11
11
9
12
11
8
2
2
1
213
3.7%
0
0
0
0
0
0
0
0
1
2
2
1
2
1
2
2
0
0
0
0
0
0
1
0
14
0.2%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
1
0
0
0
0
0
1
4
3
2
0
3
2
0
4
0
3
2
2
0
0
2
0
0
29
0.5%
0
0
1
0
0
0
2
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
5
0.1%
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%
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
2
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.0%
08:00
08:00
09:00
07:00
07:00
09:00
07:00
06:00
08:00
08:00
07:00
3
298
68
4
26
2
4
2
1
1
395
18:00
17:00
16:00
12:00
13:00
12:00
14:00
16:00
17:00
3
460
9168
83
1715
4
94
12
362
2
21
4
60
1
3
0
10
2
0
0
Total
37
25
13
12
17
52
220
395
376
384
285
261
272
258
308
366
413
552
476
376
215
197
155
83
5748
552
11497
Page 2
N. Beacon Street (SB)
north of Goodenough Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
SB
Start
Time
09/17/
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
%
AM
Peak
Vol.
Midda
y Peak
Vol.
PM
Peak
Vol.
% iles
Stats
PRECISION
D A T A
144011 B SB Speed
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
1
14
15
19
20
24
25
29
30
34
35
39
40
44
45
49
50
54
55
59
60
64
65
69
70
9999
Total
85th
% ile
Ave
Speed
0
0
0
0
0
0
0
19
10
2
0
1
0
0
0
0
3
4
4
0
0
0
0
0
0
1
0
0
1
1
1
9
10
8
6
8
4
7
13
15
16
26
14
4
2
1
2
3
7
3
1
2
0
7
23
58
50
47
49
30
41
42
56
61
76
120
98
54
39
21
19
14
13
3
4
0
3
11
45
120
121
121
110
100
98
106
91
137
158
194
173
122
63
66
48
24
8
5
1
3
10
23
106
151
177
136
131
95
83
102
124
134
120
174
202
146
87
68
59
29
4
4
0
2
4
12
31
35
29
28
23
33
24
26
25
21
31
16
36
22
17
18
25
13
0
2
1
1
0
0
2
3
1
8
4
2
4
4
3
1
2
0
1
4
1
1
0
2
0
1
0
0
0
0
1
0
0
0
0
0
1
0
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
32
19
7
8
18
54
209
395
398
350
323
269
255
287
313
370
406
534
528
352
209
175
153
85
33
39
34
38
35
35
34
33
33
33
33
34
33
33
33
32
32
32
33
33
33
33
34
35
28
31
29
32
31
30
31
27
28
29
29
29
29
29
28
28
27
27
28
29
29
29
30
29
0.7%
2.6%
16.0%
33.6%
37.8%
8.3%
0.8%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
07:00
08:00
07:00
08:00
08:00
07:00
09:00
01:00
08:00
19
10
58
121
177
35
8
1
398
11:00
14:00
14:00
13:00
14:00
11:00
12:00
12:00
14:00
1
13
56
106
124
33
4
1
313
17:00
17:00
17:00
17:00
18:00
18:00
19:00
15:00
17:00
4
26
1
534
120
194
202
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 30 MPH :
Percent of Vehicles > 30 MPH :
Mean Speed(Average) :
36
22 MPH
28 MPH
33 MPH
36 MPH
4
25-34 MPH
3712
64.6%
2029
35.3%
28 MPH
Page 1
N. Beacon Street (SB)
north of Goodenough Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
SB
Start
Time
09/18/
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
%
AM
Peak
Vol.
Midda
y Peak
Vol.
PM
Peak
Vol.
% iles
Stats
PRECISION
D A T A
144011 B SB Speed
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
1
14
15
19
20
24
25
29
30
34
35
39
40
44
45
49
50
54
55
59
60
64
65
69
70
9999
Total
85th
% ile
Ave
Speed
0
0
0
0
0
1
0
5
14
13
0
4
0
1
1
1
0
1
1
0
1
0
1
0
1
0
0
0
0
0
8
4
11
10
4
9
8
7
15
9
3
17
8
3
0
2
4
2
5
2
3
2
2
8
28
31
57
48
22
21
39
27
50
51
71
123
65
43
17
30
15
10
17
7
4
3
2
9
43
122
99
120
76
79
87
95
83
132
154
180
138
142
67
65
38
30
11
9
4
5
7
25
95
188
150
147
129
105
114
99
128
130
139
175
207
157
100
76
77
29
3
7
2
1
5
9
42
41
43
36
48
40
22
26
30
42
41
54
52
29
29
23
17
9
0
0
0
1
1
0
4
4
2
9
6
3
2
2
1
1
4
0
4
2
1
1
2
3
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
1
2
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
37
25
13
12
17
52
220
395
376
384
285
261
272
258
308
366
413
552
476
376
215
197
155
83
32
36
34
35
37
34
35
34
33
33
35
34
33
33
33
33
33
33
34
33
34
34
34
34
28
31
29
30
32
30
30
30
28
28
31
29
29
29
28
29
29
28
29
29
30
29
30
29
0.8%
2.2%
13.4%
31.2%
40.1%
11.3%
0.9%
0.1%
0.0%
0.0%
0.0%
0.0%
0.0%
08:00
08:00
08:00
07:00
07:00
08:00
09:00
09:00
07:00
14
11
57
122
188
43
9
1
395
11:00
14:00
14:00
13:00
14:00
11:00
11:00
13:00
14:00
4
15
50
95
128
40
3
1
308
15:00
17:00
17:00
17:00
18:00
17:00
16:00
17:00
17:00
1
17
2
552
123
180
207
15th Percentile :
50th Percentile :
85th Percentile :
95th Percentile :
10 MPH Pace Speed :
Number in Pace :
Percent in Pace :
Number of Vehicles > 30 MPH :
Percent of Vehicles > 30 MPH :
Mean Speed(Average) :
54
22 MPH
29 MPH
34 MPH
37 MPH
4
25-34 MPH
3716
64.6%
2311
40.2%
29 MPH
Page 2
N. Beacon Street (SB)
north of Goodenough Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
PRECISION
D A T A
144011 B SB Volume
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
SB
A.M.
6
10
10
6
9
7
0
3
4
1
2
0
4
2
2
0
2
7
3
6
3
5
15
31
29
39
62
79
87
90
104
114
94
93
89
122
94
92
86
78
92
83
75
73
70
69
64
66
2082
32
19
7
8
18
54
209
395
398
350
323
269
Percent
Day Total
Peak
Vol.
P.H.F.
Wed
17-Sep14
P.M.
68
69
55
63
75
75
63
74
66
81
82
84
88
103
83
96
93
94
109
110
125
140
148
121
172
136
123
97
97
90
92
73
58
50
62
39
50
39
42
44
51
36
32
34
31
18
21
15
3667
100.0
%
255
287
313
370
406
534
528
352
209
175
153
85
0.0%
0.0%
5749
07:30
405
0.888
-
05:15
581
0.844
-
-
-
-
-
-
-
-
-
-
-
Page 1
N. Beacon Street (SB)
north of Goodenough Street
City, State: Boston, MA
Client: Howard Stein-Hudson / J. Lizz
PRECISION
D A T A
144011 B SB Volume
Site Code: 2013070.01
Date Start: 17-Sep-14
INDUSTRIES, LLC
P.O. Box 301 Berlin, MA 01503
Office: 508.481.3999 Fax: 508.545.1234
Email: [email protected]
Start
Time
12:00
12:15
12:30
12:45
01:00
01:15
01:30
01:45
02:00
02:15
02:30
02:45
03:00
03:15
03:30
03:45
04:00
04:15
04:30
04:45
05:00
05:15
05:30
05:45
06:00
06:15
06:30
06:45
07:00
07:15
07:30
07:45
08:00
08:15
08:30
08:45
09:00
09:15
09:30
09:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total
SB
A.M.
12
6
9
10
9
7
4
5
4
5
1
3
7
2
1
2
5
1
4
7
5
10
15
22
37
38
60
85
78
92
109
116
96
91
97
92
107
110
88
79
68
61
77
79
64
55
79
63
2077
37
25
13
12
17
52
220
395
376
384
285
261
Percent
Day Total
Peak
Vol.
P.H.F.
Thu
18-Sep14
P.M.
64
68
68
72
66
63
58
71
79
86
75
68
63
97
105
101
96
103
103
111
131
140
135
146
147
111
113
105
99
103
95
79
63
56
53
43
55
45
51
46
50
38
33
34
24
18
23
18
3671
100.0
%
272
258
308
366
413
552
476
376
215
197
155
83
0.0%
0.0%
5748
07:15
413
0.890
-
05:15
568
0.966
-
-
-
-
-
-
-
-
-
-
-
Page 2
Appendix E. Road Safety Audit References
Road Safety Audit References
Massachusetts Traffic Safety Toolbox, Massachusetts Highway Department,
www.mhd.state.ma.us/safetytoolbox.
Road Safety Audits, A Synthesis of Highway Practice. NCHRP Synthesis 336. Transportation Research
Board, National Cooperative Highway Research Program, 2004.
Road Safety Audits. Institute of Transportation Engineers and U.S. Department of Transportation, Federal
Highway Administration, www.roadwaysafetyaudits.org.
FHWA Road Safety Audit Guidelines. U.S. Department of Transportation, Federal Highway
Administration, 2006.
Road Safety Audit, 2nd edition. Austroads, 2000.
Road Safety Audits. ITE Technical Council Committee 4S-7. Institute of Transportation Engineers,
February 1995.