Bay Street & Sanford Street
Glens Falls, NY INTERSECTION SAFETY STUDYDecember 2013
prepared for:
Prepared by: 3 Winners Circle
Albany, NY 12205CHA File: 25857
Bay St. and Sanford St. Safety Study, Glens Falls, NY i TABLE OF CONTENTS
EXECUTIVE SUMMARY
1.0INTRODUCTION …………………………………………………………………………………………………………… 4
2.0EXISTING CONDITIONS …………………………………………………………………………………………………. 4
A. SITE AREA …………………………………………………………………………………………………………….. 4
B. SITE OBSERVATIONS / POTENTIAL FACTORS ……………………………………………………………….. 8
C. ACCIDENT HISTORY ………………………………………………………………………………………………… 9
D. TRAFFIC VOLUMES ……………………………………………………………………………………………….. 10
E. LEVEL OF SERVICE AND CAPACITY ANALYSIS …………………………………………………………….. 13
3.0IMPROVEMENT INITIATIVES ………………………………………………………………………………………… 14
4.0CONCLUSION …………………………………………………………………………………………………………….. 16
LIST OF TABLES
Table 1: Types of Collisions ………………………………………………………………………………………………………. 9
Table 2: Traffic Volumes ………………………………………………………………………………………………………… 10
Table 3: HCM Intersection LOS ……………………………………………………………………………………………….. 13
Table 4: LOS Summary – PM peak period ………………………………………………………………………………….. 13
LIST OF FIGURES
Figure 1: Bay Street and Sanford Street ……………………………………………………………………………………… 5
Figure 2: AADT Hourly Traffic Volumes …………………………………………………………………………………….. 11
Figure 3: PM Peak Hour Volumes …………………………………………………………………………………………….. 12
Figure 4: Backplate with Retroreflective Border …………………………………………………………………………. 15
LIST OF PHOTOS
Photo 1: On Bay Street looking south at Sanford Street ………………………………………………………………… 6
Photo 2: Pedestal pole on southeast corner………………………………………………………………………………… 6
Photo 3: On Bay Street looking north (Hunter St. on Right) …………………………………………………………… 7
Photo 4: On Hunter Street looking westbound toward Bay St. ……………………………………………………….. 7
Photo 5: On Sanford Street at stop line looking westbound …………………………………………………………… 8
Photo 6: On Hunter St. at stop bar and sign looking north …………………………………………………………….. 8
Photo 7: On Sanford Street looking westbound …………………………………………………………………………… 8
Photo 8: Signal Pole at northeast corner …………………………………………………………………………………… 14
LIST OF APPENDICES
Appendix A-Accident Evaluation
Appendix B – Traffic Volume Data
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 1 EXECUTIVE SUMMARY
CHA conducted a study to evaluate the accident history and identify measures to improve safety at the
Bay Street and Sanford Street intersection, located in Glens Falls, New York. The tasks performed for
this traffic study included the following:
1.Review of accident data for a 5-year period to determine the most frequent types of accidents
and common contributing factors in those accidents.
2.Collection of traffic data by means of field visit including manual turning movement counts,
geometric measurements and signal timing and phasing.
3.Analysis of collected traffic data.
4.Development of measures to improve traffic and safety conditions at this intersection.
Bay Street and Sanford Street intersect at a four-way intersection operating under traffic signal control.
Each approach consists of a shared left/ through/right turn lane with parking permitted on both sides of
all approaches. Bay Street and Sanford Street are essentially straight and level. Pedestrians are
accommodated through a sidewalk on the both sides of Bay Street and Sanford Street with a utility strip
separating the concrete curb from the sidewalk. Pedestrian signals exist to accommodate crossings on
all approaches. There are no separate bicyclist accommodations. Bus stops exist on both the Bay Street
north and south approaches. There is street lighting and overhead utilities that run along the south side
of Sanford Street and the west side of Bay Street. The posted speed limits of Bay Street and Sanford
Street are 30 mph. Approximately 145 ft. south of this intersection, Hunter Street intersects Bay Street
at an unsignalized “T” intersection.
The accident analysis was performed for the Bay Street and Sanford Street intersection using accident
data provided by the City of Glens Falls Police Department. The analysis includes crashes for a five year
period that occurred from April 24, 2008 through April 24, 2013. Detailed accident summary sheet,
collision diagram, and detailed accident history are included in Appendix A.
There were 25 accidents at the Bay Street and Sanford Street intersection over the last five years. Based
on the data, 16 of these accidents occurred within the last three year period. There were 9 (36%)
injury, 13 (52%) property damage only, and 3 (12%) non-reportable or unknown accidents. There were
no fatalities. There were 5 accidents (20%) that occurred at the Bay Street and Hunter Street
intersection. The two predominate types of accidents were angle vehicle crashes and rear-end crashes,
although there was no identifiable pattern associated with the rear-end accidents. See Section 2.0C for
a complete discussion of the accident history.
A capacity analysis was performed for the PM peak period which shows that the intersection is
operating at an overall LOS B with all approaches operating at LOS A or B. See Sections 2.0D and 2.0E
for a complete discussion of the traffic volumes and capacity analysis.
Based upon a site visit and a review of the existing geometrics, operations and accident history, several
observations and potential contributing factors were identified and are discussed in Section 2.0B.
Among the observations are limited visibility of the traffic signals for the Sanford Street approaches and
close spacing and limited visibility for Hunter Street. Although the accident data did not indicate a
safety issue associated with pedestrians, some of the pedestrian signals were not functioning according
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 2 to the intended operation and the pedestrian signal at the northwest corner of the intersection was
missing at the time of this study due to an accident that occurred in April 2013.
Improvements have been identified for the City of Glens Falls’ consideration to improve safety at this
intersection. Detailed descriptions of the recommended improvements are provided in Section 3.0 of
this report. These improvements include removing vegetation, modifying the pedestrian signals,
modifying the vehicular signals, removing or delineating the parking spaces and providing access
management.
A brief description of these improvements is as follows:
Vegetation
Trees, bushes and overgrown vegetation limit visibility at the northeast corner of the Bay Street and
Hunter Street intersection and along Sanford Street on the north side of the westbound approach. Lines
of sight should be maintained by trimming and removing as necessary, the trees, bushes and overgrown
vegetation.
Pedestrian Signals
While the accident data did not indicate a safety issue, the pedestrian signals at the southwest and
southeast corners are not functioning according to the intended operation. The pushbuttons at the
southwest corner operate the opposite approach than designated by placement and signage (e.g.
button to cross Bay Street south leg operates Sanford Street west leg and the button to cross the
Sanford Street west leg operates the Bay Street south leg) and there is no accommodation to cross the
Bay Street south leg from the southeast corner, since the pedestrian button at the southeast corner
controls the Sanford Street west leg crossing. In addition, the pedestrian signal at the northwest corner
of the intersection is missing due to an accident that occurred in April 2013. The pushbuttons, signs and
pedestrian signals at the southeast and southwest corners should be corrected and the signal at the
northwest corner installed to accommodate pedestrian crossings through the intersection.
Vehicular Signals
Sections 2.0B and 3.0 provide a detailed discussion of the placement, layout and visibility of the
vehicular traffic signals. Given the longitudinal positioning and the mounting height over the pavement,
the visibility of the signals may be a contributing factor in the accidents at this intersection.
Adjust Signal Head PositionThe signals controlling the westbound approach should be lowered at least 2.5 to 3 feet. The signals
controlling the eastbound approach should be lowered at least 1.5 to 2 feet. Determination of the
need for lowering the mast arm, installing new or providing signal brackets to effectively lower the
signals should be assessed. A detailed evaluation of the signals and the structural capacity of the
supports will be necessary prior to implementing this measure. This evaluation could be
approached by having a structural engineer review and evaluate the design shop drawings of the
mast arm poles that were installed and/or work with the pole manufacturer to determine the ability
of the poles to accept loading revisions based on their design load.
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 3 Install backplates Backplates with retroreflective borders is a low cost safety treatment that can be added to the
existing traffic signal indication. A signal head equipped with a backplate with a retroreflective
border enhances the visibility of the illuminated signal faces, in both daytime and nighttime
conditions, which has the potential to reduce unintentional red-light running crashes. Prior to
implementing this measure, the structural capacity of the supports will need to be evaluated. An
average estimated cost for a backplate with yellow retroreflective border is $120 to $150 per
backplate.
Access Management
Five of the 25 accidents over the 5 year period occurred at the Bay Street and Hunter Street
intersection. Long term, evaluation of permitting only right turns in and right turns out of Hunter Street
and restricting left turn movements could be considered. This evaluation would need to consider the
impact the diverted left turn movements would have to the adjacent intersections.
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 4 1.0INTRODUCTION
CHA conducted a study to evaluate and recommend measures to improve safety at the Bay Street and
Sanford Street intersection located in Glens Falls, New York. The study was initiated by a request from
the Glens Falls Police Department to the Adirondack/ Glens Falls Transportation Council (AGFTC) to
evaluate safety concerns at this intersection, which has been the location of several accidents over the
last few years. To address the concerns, AGFTC retained CHA to perform an analysis of existing traffic
and safety conditions at this intersection and to develop engineering solutions that will result in
improvements of the safety for all users, while minimizing impacts to the local community. Tasks
performed for this traffic study included the following:
1.Review of accident data for a 5-year period to determine the most frequent types of accidents
and common contributing factors in those accidents.
2.Collection of traffic data by means of site visit including manual turning movement counts,
geometric measurements and signal timing and phasing.
3.Analysis of collected traffic data.
4.Development of alternatives to improve traffic and safety conditions at this intersection.
2.0EXISTING CONDITIONS
A.SITE AREA
Bay Street [CR 7] and Sanford Street are classified as Urban Minor Arterials. Bay Street is a north-south
roadway that intersects at Glen Street (US Route 9) at its southern end and extends northerly beyond
Douglas Street where it becomes Bay Road. It is generally a two-lane roadway that widens at various
intersections to accommodate turn lanes.
Sanford Street is an east-west roadway that intersects with Quaker Road (State Route (SR) 254) at its
easterly end and at Glen Street (US Route 9) at its westerly end. It is generally a two-lane roadway that
widens at select intersections to accommodate turn lanes. Sanford Street provides access to the old
Sanford Street School, now occupied by BOCES, which is located at the corner of Sanford Street and Ash
Avenue, west of the Sanford Street and Bay Street intersection. Sanford Street is a well-traveled
pedestrian route through the City to the Glens Falls High School, Glens Falls Middle School, and Jackson
Heights Elementary Schools.
The Bay Street and Sanford Street intersection is located in a highly urbanized setting. Land use of the
area within the intersection includes commercial establishments consisting of Bay Optical of Glens Falls
on the northwest corner, a strip building on the southwest corner consisting of multiple uses including
Bellaggio Pizza and Bellissima Salon, Global Tech & Media, Inc. on the north east corner and Main Moon
Chinese Restaurant on the southeast corner. Beyond the intersection along Bay Street, both to the
north and south, the land use is commercial and along Sanford Street, to the east and west the land use
is residential. The intersection is shown in the following Google aerial image below.
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 5 Figure 1: Bay Street and Sanford Street
Bay Street and Sanford Street are essentially straight and level. The two streets are nearly
perpendicular but there is a slight horizontal curve on Sanford Street just west of the intersection.
Bay Street and Sanford Street intersect at a four-way intersection operating under traffic signal control.
Each approach consists of a shared left/ through/right turn lane with parking permitted on both sides of
all approaches. Parking areas on Bay Street are highlighted with a single white edge line but individual
spaces are not designated within these areas. On street parking is also permitted on both sides of
Sanford Street although no parking areas are defined with pavement markings. Pedestrians are
accommodated through a sidewalk on the both sides of Bay Street and Sanford Street with a utility strip
separating the concrete curb from the sidewalk. There are no separate bicyclist accommodations.
Each approach is controlled by a pair of standard 3-section vehicular signal heads vertically mounted on
mast arms. The mast arm poles are located on the northeast and southwest corners of the intersection
and are angled diagonally through the intersection. The existing operation of the signals consists of two
phases (Bay Street north/south and Sanford Street east/west). The north/south phase was observed to
be approximately 35 seconds with the east/west phase observed to be approximately 18 seconds for a
total cycle length of 65 seconds. Each phase included approximately 4 seconds yellow and 2 seconds all
red. The signal is not part of a coordinated system. No Turn on Red signs are mounted on the mast
arms for each of the approaches to the intersection. See Photo 1.Glens Falls Bay OpticalMain MoonChineseGlobal Text &MediaBellaggio Pizza andBellissima Salon
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 6 Photo 1: On Bay Street looking south at Sanford Street
The height of the signals, from the top of pavement to the bottom of the signal head housing was
measured in the field. The signals that control the northbound and westbound approaches were at 20.5
ft. and 20.9 ft. The signals that control the southbound and eastbound approaches were approximately
19.5 ft. and 20 ft.
Pedestrian signals exist on each of the corners, consisting of one-section pedestrian signal heads with
the upraised hand and walking person symbol overlaid
upon each other. No countdown timers exist at this
intersection. The pedestrian signal heads, buttons and
signs are mounted on the mast arm at the northeast and
southwest corners. At the southeast corner, the pedestrian
signals, pushbuttons and signs for crossing the south leg of
Bay Street and the east leg of Sanford Street are both
mounted on the same pedestal pole. At the time of this
study, the pedestrian signal at the northwest corner, which
would have consisted of the pedestrian signals,
pushbuttons and signs for crossing the north leg of Bay
Street and the west leg of Sanford Street, both mounted on
the same pedestal pole, was missing due to a recent accident that occurred which demolished the Bay
Optical sign and the pedestrian signals.Photo 2: Pedestal pole on southeast corner
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 7 In addition, some of the existing pedestrian push buttons were not operating the intended approach as
noted below:
Southwest corner pedestrian signal·Pushbutton to cross the Bay Street south leg operates the Sanford Street west leg crossing.
·Pushbutton to cross the Sanford Street west leg operates the Bay Street south leg crossing.
Southeast corner pedestrian signal·Pushbutton to cross the Bay Street south leg operates the Sanford Street west leg crossing.
Hence, there is no accommodation for pedestrians to cross the Bay Street south leg from the
southeast corner of the intersection.
Double yellow centerline and white lane line pavement markings along with the stop bars and crosswalk
markings exist on Bay Street. A double yellow centerline pavement marking exists for a minimal
distance along Sanford Street on both the east and west legs of the intersection with no other pavement
markings beyond that, aside from the stop bar and crosswalk lines.
A bus stop exists on both the Bay Street north and south approaches. There is street lighting and
overhead utilities that run along the south side of Sanford Street and the west side of Bay Street. The
posted speed limits of Bay Street and Sanford Street are 30 mph.
Hunter Street intersects Bay Street approximately 145 feet south of the Bay Street and Sanford Street
intersection. See Photo 3. Hunter Street is a two-lane east-west roadway that is Stop controlled and
intersects Bay Street forming an unsignalized “T” intersection. See Photo 4. The Hunter Street
westbound approach consists of a shared left/ right turn lane. Pedestrians are accommodated through
a sidewalk on both sides of Hunter Street with a grassed utility strip separating the concrete curb from
the sidewalk. There are no separate bicyclist accommodations. There are no pavement markings on
Hunter Street. Overgrown brush and vegetation on the northeast corner of the intersection limit the
intersection sight distance.
Photo 3: On Bay Street looking north (Hunter St. on Right) Photo 4: On Hunter Street looking westbound toward Bay St.
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 8 B.SITE OBSERVATIONS / POTENTIAL FACTORS
The following is a summary of some observations from the field visits:
·Pedestrian pushbuttons are not operating as intended. The pedestrian signal at the northwest
corner is missing, the pushbuttons at the southwest corner operate the opposite approach than
designated by placement and signage (e.g. button to cross Bay Street south leg operates Sanford
Street west leg), and there is no accommodation to cross the Bay Street south leg from the
southeast corner, since the pedestrian button at the southeast corner controls the Sanford
Street west leg crossing. See Section 2.0A.
·Visibility of the signals and signage for
vehicles at the Sanford Street eastbound and
westbound approach stop lines is limited due
to the height and longitudinal placement of
the signals.
·Visibility of the signal and overhead signage is
impeded for Sanford Street westbound
vehicles due to the tree canopy overhanging
the Sanford Street westbound approach. See
Photo 7.
·Visibility of southbound vehicles, pedestrians
and bicyclists on Bay Street is impeded for the
Hunter Street vehicles due to the northbound
queue at Sanford Street, on-street parking
and overgrown bushes at the northwest corner of the Hunter Street and Bay Street intersection.
See Photos 2 and 6.
·Vehicles use the parking lanes on the Bay Street north and south approaches to overtake the
leading vehicles waiting to turn left at the intersection.
·The unmarked eastbound and westbound approach lanes are wide enough to allow vehicles to
overtake other vehicles stopped and turning left on these approaches. As a result, drivers may
overtake the leading vehicles waiting to travel through or turn left at the intersection. See
Photo 1 above.Photo 6: On Hunter St. at stop bar and sign looking north Photo5: On Sanford Streetat stop line looking westboundPhoto7: On Sanford Street looking westbound
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 9 ·Bicyclists ride both on the sidewalk and on the roadway.
·Parking within the immediate vicinity of the intersection was not observed during the field visits.
However, on-street parking provided close to the intersection would impede sight distance. The
parallel parking maneuvers increases potential for collisions between vehicles parking and those
following who might need to suddenly stop as well as for those parked vehicles entering traffic
which may force vehicles to stop abruptly.
·The close spacing of Hunter Street to the Bay Street and Sanford Street intersection and the
volumes southbound on Bay Street has the potential to increase accidents due to the turning
maneuvers into and out of this Hunter Street intersection.
C.ACCIDENT HISTORY
An accident analysis was performed for the Bay Street and Sanford Street intersection using accident
data provided by the City of Glens Falls Police Department. The analysis includes crashes for a five year
period that occurred from April 24, 2008 through April 24, 2013. Table 1 summarizes the accident
history at the study area intersection. In addition, a detailed accident summary sheet and a collision
diagram are included in Appendix A.
There were 25 accidents at the Bay Street and Sanford Street intersection over the last five years. Based
on the data, 16 of these accidents occurred within the last three year period. There were 9 (36%)
injury, 13 (52%) property damage only, and 3 (12%) non-reportable or unknown accidents. There were
no fatalities.
Table 1: Types of CollisionsType of CollisionNumberPercentageRear-End832%Right Angle936%Left Turn28%Sideswipe312%Overtaking14%Pedestrian/Bicyclist28%Total25100%The data also shows the following:
·Eighty percent (80%) of the accidents occurred in daylight which suggests that night-time
visibility is not the primary contributing factor of the crash history.
·Seventeen accidents (68%) occurred with dry pavement conditions, with the remaining 8
accidents (32%) occurring with wet (5), snow/ice (2), slush (1) conditions.
·Five accidents (20%) occurred at the Hunter Street intersection.
·There was no distinct pattern of the rear-end accidents as 5 occurred at the Bay and Sanford
Street intersection (2 on each of the northbound and southbound approaches and 1 on the
westbound approach) and 3 occurred at the Bay Street and Hunter Street intersection (2 on the
Bay Street southbound and 1 on the northbound approaches).
·The two bicyclist accidents involved a westbound vehicle from Sanford Street and Hunter Street
and a southbound bicyclist traveling against traffic.
·One of the right angle accidents involved alcohol.
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 10 ·The predominate type of angle accidents involved eastbound vehicles with either the north- or
southbound Bay Street vehicles.
The intersection accident rate was calculated and compared to the statewide average for intersections
on state roads with similar geometry and traffic control. The accident rate for the subject intersection
(not including the 5 Hunter Street accidents) is approximately 0.80 accidents per million entering
vehicles (acc/MEV) as compared to the statewide average of 0.34 acc/MEV. It is noted that the
statewide average is calculated for state roadways only and that since the Bay Street and Sanford Street
are county and local roads, respectively, the characteristics may be slightly different. In addition,
accident rates are typically reported for a 3-year rather than a 5-year period.
D.TRAFFIC VOLUMES
The New York State Department of Transportation (NYSDOT) Traffic Volume Data Viewer was used to
obtain the Average Annual Daily Traffic Volume (AADT) data for Bay Street and Sanford Street. Table 2
below summarizes the 2010 AADT. Figure 2 below shows hourly volumes approaching the intersection.
See Appendix B for the Traffic Hourly Data Report.
Table 2: Traffic VolumesStreetFrom – ToAADTAM PeakHourPM PeakHourNB/ EB1SB/ WB1TotalBay StreetWashington St. to Sanford St5022537510397683897Bay StreetSanford St. to City Line4845546110306615857Sanford Street Bay Street to Ridge Street1816186536812583371
northbound (NB) and southbound (SB) directions for Bay Street and eastbound (EB) and westbound (WB) directions for Sanford Street.
The Traffic Volume Report provided vehicle classification and speed data for Bay Street for the roadway
segment of Sanford Street to the City Line. NYSDOT used an automatic traffic recorder (ATR) device,
placed just north of Hope Avenue to collect the data. Vehicle classification data showed that
approximately 4% of the daily traffic on this segment of Bay Street was heavy vehicles, comprised as 3%
traveling north and 5% traveling south. The speed data showed that the 85th
percentile speed was 35.9
mph in the north direction and 36.8 mph in the south direction with a 50th
percentile speed of
approximately 31.5 mph for each of the directions.
Three signalized intersections exist on Bay Street between Washington Street and Sanford Street (at
Washington Street, Grand Street, Sanford Street). No signalized intersections exist on Bay Street north
of Sanford Street to the City line. North of the City line, there is one midblock crossing, to accommodate
the Warren County Bikeway, and a signalized intersection at NYS Route 254. The data indicates that
motorists travel at a slightly higher 85th
percentile speed in the southbound direction than the
northbound direction. This suggests that the motorists are traveling at a slightly higher speed in the
roadway segment where there is uninterrupted flow and a slightly lower speed in the roadway segment
where there is interrupted flow due to the signals. Bay Street is posted 30 mph so the results of the
speed study are consistent with expected 50th
and 85th
percentile speeds for this posted speed limit and
the character of this area of Bay Street.
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 11 Figure 2: AADT Hourly Traffic Volumes
Intersection turning movement traffic counts were conducted at the Bay Street and Sanford Street and
Hunter Street intersections on July 30, 2013 during the weekday PM peak period from 4:00 pm to 6:00
pm. Traffic counts were recorded at 15-minute increments. Pedestrian counts were also recorded at
the intersections concurrently with the vehicle counts. The PM peak hour occurred from 4:30 pm to
5:30 pm. See Figure 3 below for the PM peak period volumes. The traffic volumes are included in
Appendix B.
0 50 100 150 200 250 300 350 400 450 500HourlyTrafficVolume
Time of Day Average Weekday Traffic Volume: 2010
Bay Street and Sanford Street IntersectionBay Street
NorthboundBay Street
SouthboundSanford Street
Westbound
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 12 The volumes show the following:
·The two-way PM peak period volume on Bay Street is approximately 820 vehicles, which is more
than twice the two-way PM peak period volume on Sanford Street (375 vehicles).
·Approximately 60% of the traffic entering Hunter Street is from the north (turning left).
·Approximately 85% of the traffic exiting Hunter Street is to the north (turning right).
·The primary pedestrian movement during the PM peak period was from the south (17
pedestrians).
415
402
39
353
27
Sanford Street
211
29
28
178
103
131
164
32
19
158
45
345
28
404
418
382
22
Hunter
Street
32
38
6
35
386
13
388
399
BayStreetFigure 3: PM Peak Hour Volumes
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 13 E.LEVEL OF SERVICE AND CAPACITY ANALYSIS
Intersection capacity analyses were conducted for the intersection using methodology outlined in the
Highway Capacity Manual 2000 (HCM 2000) published by the Transportation Research Board. Level of
service (LOS) criteria are measured in average delay per vehicle (seconds), and range from LOS A to LOS
F. LOS range from A to F with LOS A considered excellent with very little vehicle delay while level of
service F generally represents conditions with long vehicle delays. Table 3 identifies the levels of service
and associated delay ranges for each type of traffic control.
Capacity analyses were performed for the 2013 Existing PM peak period conditions. Summaries of these
analyses are shown in Table 4. See Appendix B for the LOS analyses. The analyses show that the
intersection operates at overall LOS B with each approach operating at LOS A or B. No geometric
improvements are necessary to accommodate the operations at this intersection.
Table 3: HCM Intersection LOSLOSSignalizedControl Delay per Vehicle (second)A≤ 10B> 10-20C> 20-35D> 35-55E> 55-80F> 80Table 4: LOS Summary – PM peak periodIntersection & ApproachLaneGroup2013 ExistingLOSDelayBay Street and Sanford StreetEastbound
Westbound
Northbound
SouthboundLTR
LTR
LTR
LTRB
B
A
A19.4
19.7
9.6
9.6OverallB12.8
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 14 3.0IMPROVEMENT INITIATIVES
Based on a review of the existing traffic conditions and accident analysis, several improvements have
been identified as discussed below.
Vegetation
While most of the intersection and surrounding area is open (Photo 1), there are a few locations where
trees and vegetation have become overgrown impairing visibility. At the northeast corner of the Bay
Street and Hunter Street intersection, there is a bush and some overgrown vegetation that limits
visibility (Photo 6) to pedestrians and bicyclists riding on the sidewalk.
Likewise, the trees along the north side of the Sanford Street westbound approach have canopies that
are overhanging the roadway and impacting the view of the traffic signal. The overhead No Right Turn
on Red sign is not visible due to the canopy from these trees (Photo 7). Trees and brush should be
trimmed and removed as necessary to maintain adequate lines of sight.
Pedestrian Signals
While the accident data did not indicate a pedestrian/bicycle safety issue, the pedestrian signals are not
functioning according to the intended operation. In addition, the pedestrian signal at the northwest
corner of the intersection is missing due to an accident that occurred in April 2013. As discussed in
Section 2.0B, the pedestrian signals at the southwest and the southeast are not functioning correctly.
The pushbuttons, signs and pedestrian signals at the northeast corner (Photo 8) are functioning
correctly.
Photo 8: Signal Pole at northeast corner
The pushbuttons, signs and pedestrian signals at the southeast and southwest corners should be
corrected so that the buttons activate the correct signals, and the damaged/missing signals at the
northwest corner should be re-installed to accommodate pedestrian crossings through the intersection.
Vehicular Traffic Signals
The traffic signals that control the Sanford Street eastbound and westbound approaches exceed the
maximum standard for mounting heights of signal faces, as noted in Section 4D.15 of the MUTCD and
NYS Supplement. In accordance with these documents, vehicular signal faces located over any portion
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 15 of a highway that can be used by motor vehicles shall be at least 15 feet above the pavement and not
more than 19 feet. All of the existing vehicular signal faces exceed this maximum mounting height with
the signals ranging in height from 19.5 feet to 20.9 feet (from top of pavement to bottom of signal
housing). Since all of the signals exceed the maximum height to the bottom of the signal housing,
several of the signals also exceed the maximum top of signal head mounting height.
Visibility of the signals, given the longitudinal positioning and the mounting height over the pavement,
may be a contributing factor in the accidents at this intersection.
Adjust Signal Head PositionsThe signals controlling the westbound approach should be lowered at least 2.5 to 3 feet. The signals
controlling the eastbound approach should be lowered at least 1.5 to 2 feet. Determination of the
appropriate method to lower the signal heads, including the use of new signal brackets, lowering the
mast arm, or installing new signals should be assessed. A detailed engineering evaluation, including
an assessment of the structural capacity of the supports, impact on utilities, and visibility of the
signal heads will be necessary prior to implementing this measure. This evaluation could be
approached by having a structural engineer review and evaluate the design shop drawings of the
mast arm poles that were installed and/or work with the pole manufacturer to determine the ability
of the poles to accept loading revisions based on their design load.
Install backplates Backplates with retroreflective borders is a low cost safety treatmentthat
can be added to the existing traffic signal indication. A signal head equipped
with a backplate with a retroreflective border enhances the visibility of the
illuminated face of the signals, in both daytime and nighttime conditions,
which has the potential to reduce unintentional red-light running crashes.
Prior to implementing this measure, the structural capacity of the supports
will need to be evaluated.
Access Management
Five of the 25 accidents over the 5 year period occurred at the Bay Street and Hunter Street
intersection. Long term, evaluation of permitting only right turns in and right turns out of Hunter Street
and restricting left turn movements could be considered. This evaluation would need to consider the
impact the diverted left turn movements would have to the adjacent intersections.Figure4: Backplate withRetroreflective Border
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 16 4.0CONCLUSION
This report summarizes the results of an accident analysis for the Bay Street and Sanford Street
intersection and identifies several improvements that can be implemented to improve safety and bring
existing vehicular and pedestrian signal in compliance with the MUTCD and NYS Supplement.
Tasks performed for this traffic study included the following:
1.Review of accident data for a 5-year period to determine the most frequent types of accidents
and common contributing factors in those accidents.
2.Collection of traffic data by means of site visit including manual turning movement counts,
geometric measurements and signal timing and phasing.
3.Analysis of collected traffic data.
4.Development of alternatives to improve traffic and safety conditions at this intersection.
An accident analysis was performed for the Bay Street and Sanford Street intersection using accident
data provided by the City of Glens Falls Police Department. The analysis includes crashes over a five
year period that occurred from April 24, 2008 through April 24, 2013. Detailed accident summary sheets
and a collision diagram are included in Appendix A. A summary of the data showed that there were 20
accidents at the Bay Street and Sanford Street intersection and 5 accidents at the Bay Street and Hunter
Street intersection over the last five years. Based on the data, 16 of these accidents occurred within the
last three year period. There were 9 (36%) injury, 13 (52%) property damage only, and 3 (12%) non-
reportable or unknown accidents. There were no fatalities.
Based on the accident analysis, the intersection crash rate is more than two times higher than the
statewide average for similar intersections. The analysis shows that the two primary accident patterns
at the intersection were rear end accidents and angle accidents between the eastbound approach and
either the north- or southbound approaches. Although 32% of the accidents were rear- end accidents,
there was no pattern associated with these types of accidents.
While the accident data did not indicate a pedestrian/bicycle safety issue, the pedestrian signals at the
southwest and southeast corners are not functioning according to the intended operation and the
pedestrian signal at the northwest corner of the intersection is missing due to an accident that occurred
in April 2013. The pushbuttons, signs and pedestrian signals at the southeast and southwest corners
should be corrected and the signal at the northwest corner installed to accommodate pedestrian
crossings through the intersection.
Average Annual Daily Traffic Volume (AADT) data were obtained from the New York State Department
of Transportation (NYSDOT) Traffic Volume Data Viewer and turning movement counts were performed
for the PM peak period (4 pm to 6 pm) on July 30, 2013. Based upon the existing traffic volumes and
capacity analysis, there is sufficient capacity and acceptable operations at this intersection such that no
geometric improvements are necessary. The capacity analyses performed for the 2013 Existing PM peak
period conditions show that the intersection operates at overall LOS B with each approach operating at
LOS A or B. The traffic volume data is included in Appendix B.
Bay and Sanford Street, Glens Falls, NY: Safety StudyPage 17 Several measures have been identified for the City of Glens Falls’ consideration to improve safety at this
intersection including:
·Removing vegetation along the east side of Bay Street between Hunter Street and Sanford
Street and trim the trees along the north side of the Sanford Street eastbound approach
between Stoddard Avenue and Bay Street.
·Modifying the pedestrian signals at the southwest and southeast corners and install the
pedestrian signal at the northwest corner.
·Lower the signal heads to comply with MUTCD standards.
·Install signal backplates (subject to confirmation of design loads).
·Providing access management.
APPENDIX A
ACCIDENT DATA
No. of
Accidents
% of AccidentNo. ofAccidents% of AccidentNo. ofAccidents% of Accident
00%832%526%
936%28%421%
1352%936%00%
14%312%15%
28%00%421%
25100%14%316%
28%211%
00%00%
00%00%
00%
19100%
25100%No. ofAccidents% of AccidentNo. ofAccidents% of AccidentNo. ofAccidents% of Accident
312%00%832%
312%312%520%
728%728%624%
312%936%624%
728%624%
28%00%
25100%25100%25100%
No. of
Accidents% of AccidentNo. of
Accidents% of AccidentNo. of
Accidents% of Accident
1456%1768%2080%
728%520%00%
312%00%14%
14%28%416%
00%14%00%
00%00%00%
00%00%
25100%25100%25100%No. ofAccidents% of AccidentNo. ofAccidents% of AccidentNo. ofAccidents% of Accident
25100%728%521%
00%416%1354%
00%624%625%
00%28%24100%
00%312%
00%28%
14%
25100%25100%Wednesday>55
ThursdayTotal Straight and Level
Straight and Grade
Staright at Hillcrest
Curve and Level
Curve and Grade
Curve at Hillcrest
TotalMonday16-25
Tuesday26-55
Sunday
Total TotalTotalTotal
Day of WeekAge of Driver
Friday
Saturday Roadway CharacteristicsFog/Smog/SmokeFloodedUnknown
UnknownOther/Unknown SnowSnow/IceDark Road – Lighted
Sleet/Hail/Freezing RainSlushDark Road – Unlighted CloudyWetDawn
RainMuddyDusk WeatherPavementLight Conditions
ClearDryDaylight 2012
Unknown
TotalTotalTotal 20114 PM – 7 PMFall (Sept.- Nov.)
7 PM – 12 AM
2013 20096 AM – 10 AMSpring (Mar. – May)
201010 AM- 4 PMSummer (June – Aug.) YearTime of DayTime of Year
200812 AM – 6 AMWinter (Dec. – Feb.) TotalOvertaking
Other
TotalTotal Pedestrian/Bicyclist Non-ReportableSideswipeWest
UnknownHead-on
Unknown AnimalNorth & West
North & East Property Damage OnlyRight AngleEast25857Accident Summary SheetSeverityTypeDirection
FatalRear-EndNorth April 24, 2008 to April 24, 2013Sanford StreetSUMMARY OF ACCIDENT HISTORYApril 24, 2008 – April 24, 2013PIN
CHA Project No. 25857Route No. or Street Name:
Bay Street
South & West
Fixed ObjectSouth & East City
Glens Falls
DateCHA Project No. Project Name:
AGFTC Safety Study
County
WarranAt Intersection with / or Between
InjuryLeft TurnSouth
TE 213 (Equivalent)
Diagram No.:
County: WarrenPIN:Route No. or Street Name:Case No:
Town:Bay StreetFile:
City:Glens FallsAt Intersection with/ or Between:By:AGFTC
Village of:Sanford StreetDate:6/4/2013
Time Period
From:04/24/08
To:04/24/13SeverityApparent
No. of Months:60(NR, PDO,Contributing
ID No.DateTimeINJ, FAT)FactorsTypeDirectionDescriptionLocation
104/24/1311:492PDO11119REN, NBay / Hunter
24/8/1316:122INJ11112RAN,WBay / Sanford
312/8/129:262PDO11227LTSW, SEBay / Hunter
411/16/1212:362UNK111118, 7OTNE, NEMV 1 entered path of MV 2 and was struck by MV 2.Bay / Sanford
511/09/1210:292PDO11117,4LTW, NMV 1 struck MV 2 as MV 2 was turning left in front of MV 1Bay / Sanford
607/17/1215:132UNK111113, 13SSN, NMV 1 struck MV 2 in the parking laneBay / Sanford
707/16/1217:452INJ11117, 42RAS, WMV 1 failed to yield ROW to MV 2Bay / Hunter
804/17/1220:102INJ41124,9REW,WMV 1 struck MV 2Bay / Sanford
903/16/1213:252INJ11232,17RANW, SWDriver of MV 1 intoxicated, ran red light, struck MV 2, MV 2 struck building.Bay / Sanford
1011/09/1119:182PDO411117RAE, NMV 1 failed to yield ROW to MV 2; MV 1 struck MV 2Bay / Sanford
1110/29/1117:322PDO311217, 4RAN, WMV 1 disregarded traffic device and collided with MV 2Bay / Sanford
1201/24/118:512PDO115117RAE,NMV 1 skidded through red light and struck MV 2Bay / Sanford
1311/04/1015:362PDO11239RES, SMV 1 struck MV 2 from behind as MV 2 was attempting LTBay / Sanford
1408/24/1015:192INJ11119RES, SMV 1 struck MV 2Bay / Hunter
1507/19/1014:523PDO11129RES,S,SMV 1 struck MV 2, forcing MV 2 to strike MV 3 while MV 3 waiting to make LTBay / Hunter
1604/12/1014:512PDO11119REN, NMV 1 struck MV 2 from behindBay / Sanford
1702/24/1011:102INJ11444, 66REN,NMV 1 struck MV 2 from behindBay / Sanford
1802/03/1014:373PDO11214RES, SMV 1struck MV 2 from behind, forcing MV 2 to strike MV 3Bay / Sanford
1901/17/1013:522INJ111217, 4RANE, SMV 2 failed to obey red light and struck MV 1Bay / Sanford
2012/23/0912:402NR111213SSS,SWMV 1 was struck by MV 2 while MV 1 attempted to pass MV 2 on rightBay / Sanford
2108/25/098:422PDO111114RASE, NMV 1 was truck by MV 2 (bicyclist)Bay / Sanford
2202/09/0915:442INJ112117RAE, SMV 1 struck MV 2Bay / Sanford
2312/24/0822:162PDO414317, 66RAN, WMV 1 ran red light, struck MV 2Bay / Sanford
2410/20/0820:412PDO411213SSS, SMV 1 was struck by MV 2 while MV 1 attempted to pass MV 2 on rightBay / Sanford
2508/21/0816:522INJ111217RAS, WMV 1 ran red light, struck MV 2Bay / Sanford
26
27
28
29
30
31
unk – unknownContributing Factors Legendnr = non reportable2=alcohol
4 = Driver Inattention19 = Unsafe Speed
Accident Type Legend7 = Failure to Yield Right-of Way20 = Unsafe Lane Changing
RA – Right Angle9 = Follwing Too Closely42 = Brakes defective
RE – Rear End13= passing or lane usage improper66 = Pavement Slippery
LT – Left Turn17 = Traffic Control Disregarded
OT – Overtaking18 = Turning Improperly
SS – SideswipeDETAILS OF ACCIDENT HISTORY FOR LOCATION
MV 1 struck MV 2
MV 1 entered path of MV 2 and was struck by MV 2. MV1 struck MV2LightConditions
Roadway
Character
Roadway
Surface
Condition
Weather
No.ofVeh.V:ProjectsANYK325857DataOtherTrafficTE 213 Accident Summary_bay_sanfordPage 1 of 1
APPENDIX B
TRAFFIC DATA
SHORT REPORT
General Information
Site Information
Analyst
Agency or Co.
CHA
Date Performed
8/6/2013
Time PeriodPM peak period IntersectionBay St. / Sanford St. Area TypeAll other areas JurisdictionCity of Glens Falls Analysis Year2013 Volume and Timing InputEBWBNBSBLTTHRTLTTHRTLTTHRTLTTHRT Number of Lanes010010010010 Lane GroupLTRLTRLTRLTR Volume (vph)2910332191312845345282735339 % Heavy Vehicles010000000010 PHF0.830.830.830.820.820.820.960.960.960.930.930.93 Pretimed/Actuated (P/A)AAAAAAAAAAAA Startup Lost Time2.02.02.02.0 Extension of Effective Green2.02.02.02.0 Arrival Type3333 Unit Extension3.03.03.03.0 Ped/Bike/RTOR Volume2003001700700 Lane Width16.014.012.012.0 Parking/Grade/ParkingN0NN0NN0NN0N Parking/Hour Bus Stops/Hour0000 Minimum Pedestrian Time3.23.23.33.2 PhasingEW Perm020304NS Perm060708 Timing G =18.0 G = G = G = G =35.0 G =0.0 G =0.0 G =0.0 Y =6 Y = Y = Y = Y =6 Y =0 Y =0 Y =0 Duration of Analysis (hrs) =0.25 Cycle Length C =65.0 Lane Group Capacity, Control Delay, and LOS DeterminationEBWBNBSB Adjusted Flow Rate198217435451 Lane Group Capacity525522932960 v/c Ratio0.380.420.470.47 Green Ratio0.280.280.540.54 Uniform Delay d
119.019.29.29.3 Delay Factor k0.110.110.110.11 Incremental Delay d
20.50.50.40.4 PF Factor1.0001.0001.0001.000 Control Delay19.419.79.69.6 Lane Group LOSBBAA Approach Delay19.419.79.69.6 Approach LOSBBAA Intersection Delay12.8Intersection LOSBCopyright©2007 University of Florida, All Rights ReservedHCS+TM
Version 5.3Generated: 8/6/2013 8:26 AMPage1 of1Short Report8/6/2013file://C:Usersô4AppDataLocalTemps2k329F.tmp
STATION:
174936 New York State Department of Transportation
Traffic Count Hourly Report
Page 1 of 2
ROAD #:
0100ROAD NAME:
BAY ST FROM:
SANFORD ST TO:
CITY LINE COUNTY:
Warren
DIRECTION: Northbound FACTOR GROUP: 30 REC. SERIAL #: 2573 FUNC. CLASS: 16 CITY:
GLENS FALLS
STATE DIR CODE: 1 WK OF YR: 40 PLACEMENT: 105FT N OF HOPE AVE NHS: no LION#:
DATE OF COUNT: 10/01/2010 @ REF MARKER: JURIS: City BIN:
NOTES LANE 1: WEEK 40 NB ADDL DATA: Class Speed CC Stn: RR CROSSING:
COUNT TYPE: VEHICLES BATCH ID: DOT-R1ww40b HPMS SAMPLE:
COUNT TAKEN BY: ORG CODE: TST INITIALS: BJF PROCESSED BY: ORG CODE: DOT INITIALS: mab
12
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
1212
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
12DAILY DAILY
DAILY HIGH HIGH
AMPM
DATE
DAY
TOTAL
COUNT
HOUR
1F
2S
3S
4M
5T
6W
7T
8F
9S
10 S
11 M
12 T
13 W
14 T
15 F
16 S
17 S
18 M
19 T
20 W
21 T
22 F
23 S
24 S
25 M
26 T
27 W
28 T
29 F
30 S
31 S379 388 471 381 444 494 439 328 292 203 126 115 116 56
31 28 16 26 22 22 42 101 178 256 291 319 316 244 255 235 232 237 190 164 106 115 69 503545 319 11
28 21 17 25 20 23 38 57 137 160 218 276 260 229 212 227 217 192 159 148 101 54 44 322895 276 11
12 18 7 15 53 69 100 279 391 353 340 401 478 449 366 430 424 379 223 173 116 89 66 375268 478 12
21 9 11 25 53 69 113 299 369 388 350 346 396 405 363 435 420 385 257 182 132 102 58 405228 435 15
23 9 8 13 52 69 102 293 366 319 300 317 427 414 381 410 396 341 254 191 146 84 58 345007 427 12
26 12 16 24 50 67 105 273 344 388 358 397
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT
23 10 12 21 52 68 105 286 368 362 345 370 434 423 370 425 413 368 245 182 131 92 61 37 5203
DAYS
Counted
7HOURS
Counted
146WEEKDAYS
Counted
4WEEKDAY
Hours
80AVERAGE WEEKDAY
High Hour
434% of day
8%Axle Adj.
Factor
1.000Seasonal/Weekday
Adjustment Factor
1.074ESTIMATED (one way)
AADT
4845
ROAD #:
0100ROAD NAME:
BAY ST FROM:
SANFORD ST TO:
CITY LINE COUNTY:
Warren
STATION:
174936STATE DIR CODE:
1PLACEMENT:
105FT N OF HOPE AVE DATE OF COUNT: 10/01/2010
STATION:
174936 New York State Department of Transportation
Traffic Count Hourly Report
Page 2 of 2
ROAD #:
0100ROAD NAME:
BAY ST FROM:
SANFORD ST TO:
CITY LINE COUNTY:
Warren
DIRECTION: Southbound FACTOR GROUP: 30 REC. SERIAL #: 2573 FUNC. CLASS: 16 CITY:
GLENS FALLS
STATE DIR CODE: 2 WK OF YR: 40 PLACEMENT: 105FT N OF HOPE AVE NHS: no LION#:
DATE OF COUNT: 10/01/2010 @ REF MARKER: JURIS: City BIN:
NOTES LANE 1: WEEK 40 SB ADDL DATA: Class Speed CC Stn: RR CROSSING:
COUNT TYPE: VEHICLES BATCH ID: DOT-R1ww40b HPMS SAMPLE:
COUNT TAKEN BY: ORG CODE: TST INITIALS: BJF PROCESSED BY: ORG CODE: DOT INITIALS: mab
12
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
1212
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
12DAILY DAILY
DAILY HIGH HIGH
AMPM
DATE
DAY
TOTAL
COUNT
HOUR
1F
2S
3S
4M
5T
6W
7T
8F
9S
10 S
11 M
12 T
13 W
14 T
15 F
16 S
17 S
18 M
19 T
20 W
21 T
22 F
23 S
24 S
25 M
26 T
27 W
28 T
29 F
30 S
31 S417 473 472 479 572 520 530 478 418 276 199 179 127 75
52 33 18 17 10 20 40 86 145 241 270 276 324 331 282 329 299 286 287 180 177 135 136 654039 331 13
39 35 18 22 14 19 28 64 98 135 192 248 285 290 246 280 282 285 250 196 150 90 40 393345 290 13
13 17 9 16 15 45 96 236 305 340 401 396 487 511 545 493 490 439 325 260 170 163 103 495924 545 14
32 19 10 15 15 54 118 254 308 316 317 412 451 417 492 486 544 480 352 241 194 155 97 515830 544 16
28 17 8 10 13 55 108 229 278 301 351 398 530 503 484 448 487 435 346 229 201 146 129 545788 530 12
24 26 8 14 22 43 105 240 299 291 330 378
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT
28 21 9 13 17 51 107 240 298 312 363 411 489 477 507 476 507 451 341 243 188 155 110 51 5865
DAYS
Counted
7HOURS
Counted
146WEEKDAYS
Counted
4WEEKDAY
Hours
80AVERAGE WEEKDAY
High Hour
507% of day
9%Axle Adj.
Factor
1.000Seasonal/Weekday
Adjustment Factor
1.074ESTIMATED (one way)
AADT
5461
ROAD #:
0100ROAD NAME:
BAY ST FROM:
SANFORD ST TO:
CITY LINE COUNTY:
Warren
STATION:
174936STATE DIR CODE:
2PLACEMENT:
105FT N OF HOPE AVE DATE OF COUNT: 10/01/2010
New York State Department of Transportation
Classification Count Average Weekday Data Report
ROAD #: 0100 ROAD NAME: BAY ST YEAR: 2010 STATION:174936COUNTY NAME: Warren MONTH: October
REGION CODE: 1
FROM: SANFORD ST
TO: CITY LINE
REF-MARKER:
END MILEPOINT: 0110103 NO. OF LANES: 2
FUNC-CLASS: 16 HPMS NO:
STATION NO: 4936 LION#:
COUNT TAKEN BY: ORG CODE: TST INITIALS: BJF
PROCESSED BY: ORG CODE: DOT INITIALS: mab BATCH ID: DOT-R1ww40bDIRECTION
NUMBER OF VEHICLES
NUMBER OF AXLES
% HEAVY VEHICLES (F4-F13)
% TRUCKS AND BUSES (F3-F13)
AXLE CORRECTION FACTORNorth
5197
10447
2.91%
20.63%
0.99South
5844
11753
5.30%
23.13%
0.99TOTAL
11041
22200
4.18%
21.95%
0.99
VEHICLE CLASS F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 TOTAL
NO. OF AXLES 2 2 2 2.5 2 3 4 3.5 5 6 5 6 8.75
ENDING HOUR
DIRECTION
North
ENDING HOUR
DIRECTION
South1:00 0 20 3 0 0 0 0 0 0 0 0 0 0
23
2:00 0 7 3 0 0 0 0 0 0 0 0 0 0
10
3:00 0 9 2 0 0 0 0 0 0 0 0 0 0
11
4:00 0 18 3 0 0 0 0 0 0 0 0 0 0
21
5:00 0 39 11 0 1 0 0 0 0 0 0 0 0
51
6:00 1 52 14 1 1 0 0 0 0 0 0 0 0
69
7:00 1 79 22 0 2 0 0 0 0 0 0 0 0
104
8:00 3 225 45 2 8 2 0 1 0 0 0 0 0
286
9:00 2 284 70 0 8 1 0 1 0 0 0 0 0
366
10:00 3 271 70 0 14 1 1 1 0 0 0 0 0
361
11:00 3 262 68 0 9 1 0 1 1 0 0 0 0
345
12:00 7 280 69 1 8 2 0 1 1 0 0 0 0
369
13:00 6 352 69 1 10 2 0 1 0 0 0 0 0
441
14:00 5 335 71 1 7 0 0 1 0 0 0 0 0
420
15:00 5 283 66 1 9 3 1 1 1 1 0 0 0
371
16:00 9 328 77 0 8 2 0 0 0 0 0 0 0
424
17:00 5 331 67 0 7 3 0 0 0 0 0 0 0
413
18:00 4 289 67 0 6 1 0 0 0 0 0 0 0
367
19:00 3 192 46 0 3 1 0 0 0 0 0 0 0
245
20:00 0 141 36 1 3 0 0 0 0 0 0 0 0
181
21:00 0 109 19 0 2 1 0 0 0 0 0 0 0
131
22:00 1 79 10 0 1 0 0 0 0 0 0 0 0
91
23:00 0 53 7 0 0 0 0 0 0 0 0 0 0
60
24:00 0 29 6 0 2 0 0 0 0 0 0 0 0
37
TOTAL VEHICLES
TOTAL AXLES58
1164067
8134921
18428
20109
21820
602
88
283
151
60
00
00
05197
10447
1:00 0 24 4 0 0 0 0 0 0 0 0 0 0
28
2:00 0 18 2 0 0 0 0 0 0 0 0 0 0
20
3:00 0 6 2 0 0 0 0 1 0 0 0 0 0
9
4:00 0 11 2 0 0 0 0 0 0 0 0 0 0
13
5:00 0 13 3 0 0 0 0 0 0 0 0 0 0
16
6:00 1 35 11 0 4 0 0 0 0 0 0 0 0
51
7:00 1 81 18 0 4 2 0 0 0 0 0 0 0
106
8:00 4 165 45 2 19 2 0 0 1 0 0 0 0
238
9:00 3 222 52 0 17 2 0 0 1 0 0 0 0
297
10:00 2 211 74 0 19 2 0 2 0 0 0 0 0
310
11:00 3 255 80 0 22 1 0 1 0 0 0 0 0
362
12:00 7 299 83 1 17 3 0 1 0 0 0 0 0
411
13:00 7 373 78 2 19 4 0 1 0 0 0 0 0
484
14:00 5 351 94 2 19 3 0 1 0 0 0 0 0
475
15:00 4 377 102 0 19 2 0 2 0 0 0 0 0
506
16:00 5 355 84 1 22 4 0 3 0 0 0 0 0
474
17:00 5 394 80 0 23 2 0 1 1 0 0 0 0
506
18:00 5 358 73 0 12 2 0 1 0 0 0 0 0
451
19:00 4 271 51 0 14 0 0 0 0 0 0 0 0
340
20:00 1 189 41 0 10 0 0 1 0 0 0 0 0
242
21:00 2 156 24 0 5 1 0 0 0 0 0 0 0
188
22:00 1 132 18 0 4 0 0 0 0 0 0 0 0
155
23:00 1 93 13 0 3 0 0 0 0 0 0 0 0
110
24:00 0 42 8 0 2 0 0 0 0 0 0 0 0
52
TOTAL VEHICLES
TOTAL AXLES61
1224431
88621042
20848
20254
50830
900
015
523
150
00
00
00
05844
11753
GRAND TOTAL VEHICLES
GRAND TOTAL AXLES119
2388498
169961963
3926
16
40363
72650
1502
823
806
301
60
00
00
011041
22200
— North – -South
PEAK HOUR DATA
DIRECTION HOUR COUNT 2-WAY HOUR COUNT
North 13 441 A.M. 12 780
South 15 506 P.M. 13 925VEHICLE CLASSIFICATION CODES:
F1. Motorcycles
F2. Autos*
F3. 2 Axle, 4-Tire Pickups, Vans, Motorhomes*
F4. Buses
F5. 2 Axle, 6-Tire Single Unit Trucks
F6. 3 Axle Single Unit Trucks
F7. 4 or More Axle Single Unit Trucks
F8. 4 or Less Axle Vehicles, One Unit is a Truck
F9. 5 Axle Double Unit Vehicles, One Unit is a Truck
F10. 6 or More Double Unit Vehicles, One Unit is a Truck
F11. 5 or Less Axle Multi-Unit Trucks
F12. 6 Axle Multi-Unit Trucks
F13. 7 or More Axle Multi-Unit Trucks
* INCLUDING THOSE HAULING TRAILERS
FUNCTIONAL CLASS CODES:
RURAL URBAN SYSTEM
01
02
02
06
07
08
0911
12
14
16
17
17
19PRINCIPAL ARTERIAL-INTERSTATE
PRINCIPAL ARTERIAL-EXPRESSWAY
PRINCIPAL ARTERIAL-OTHER
MINOR ARTERIAL
MAJOR COLLECTOR
MINOR COLLECTOR
LOCAL SYSTEM
SOURCE: NYSDOT DATA SERVICES BUREAU
— North
– – South
New York State Department of Transportation Page 1 of 2
Speed Count Average Weekday Report Date: 12/09/2010
Station: 174936 Start date: Fri 10/01/2010 10:00 Count duration: 147 hours
Road #: 0100 Road name: BAY ST End date: Thu 10/07/2010 12:45 Functional class: 16
From: SANFORD ST County: Warren Factor group: 30
To: CITY LINE Town: GLENS FALLS Batch ID: DOT-R1ww40b
Direction: NorthCount taken by: Org: TST Init: BJF Speed limit: 30
LION#: Processed by: Org: DOT Init: mab
Counts have been summarized into NYSDOT EI standard bins
Speeds, mph
0.0- 20.1- 25.1- 30.1- 35.1- 40.1- 45.1- 50.1- 55.1- 60.1- 65.1- 70.1- 75.1- % Exc % Exc % Exc % Exc % Exc
Hour 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 95.0 45.0 50.0 55.0 60.0 65.0 Avg 50th% 85th% Total
1:00 1 2 4 10610000000 0.00.00.00.00.030.0 32.6 37.9 24
2:00 0016300000000 0.00.00.00.00.033.2 33.4 37.6 10
3:00 0115320000000 0.00.00.00.00.033.2 34.0 40.6 12
4:00 0 0 2 12510000000 0.00.00.00.00.033.4 33.4 38.0 20
5:00 0 2 8 25 16 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 32.5 33.2 37.9 52
6:00 3 3 10 33 18 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.5 32.9 37.7 69
7:00 5 6 16 48 24 6 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.2 32.7 38.0 105
8:00 12 14 72 126 52 8 1 0 0 0 0 0 0 0.4 0.0 0.0 0.0 0.0 29.6 31.8 36.8 285
9:00 17 26 91 171 55 6 1 0 0 0 0 0 0 0.3 0.0 0.0 0.0 0.0 29.1 31.5 35.7 367
10:00 15 18 92 172 58 7 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.5 31.7 36.0 362
11:00 19 28 99 149 45 5 1 0 0 0 0 0 0 0.3 0.0 0.0 0.0 0.0 28.4 31.0 35.0 346
12:00 22 21 100 170 50 6 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 28.5 31.3 35.1 369
13:00 31 17 145 202 46 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 28.0 30.8 34.6 443
14:00 34 25 142 171 46 5 1 0 0 0 0 0 0 0.2 0.0 0.0 0.0 0.0 27.4 30.4 34.7 424
15:00 24 19 100 172 48 6 1 0 0 0 0 0 0 0.3 0.0 0.0 0.0 0.0 28.4 31.3 35.0 370
16:00 23 28 113 194 58 8 1 0 0 0 0 0 0 0.2 0.0 0.0 0.0 0.0 28.7 31.3 35.3 425
17:00 22 13 91 206 77 4 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.5 32.0 36.3 413
18:00 23 23 69 181 65 8 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 28.9 32.0 36.4 369
19:00 9 14 66 113 38 4 1 0 0 0 0 0 0 0.4 0.0 0.0 0.0 0.0 29.5 31.5 35.9 245
20:00 8 14 37 87 32 3 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.3 31.9 36.3 181
21:00 4 10 32 54 27 3 1 0 0 0 0 0 0 0.8 0.0 0.0 0.0 0.0 29.9 31.9 37.2 131
22:00 5 5 18 40 19 4 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.5 32.2 37.5 91
23:00 1 5 11 26 17 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.9 32.6 37.7 61
24:00 0 3 7 18721000000 2.60.00.00.00.031.8 32.6 38.1 38
Avg. Daily Total 278 297 1327 2391 815 95 9 0 0 0 0 0 05212 0.2 0.0 0.0 0.0 0.0 29.0 31.5 35.9
Percent
Cum. Percent
Average hour5.3%
5.3%
125.7%
11.0%
1225.5%
36.5%
5545.9%
82.4%
10015.6%
98.0%
341.8%
99.8%
40.2%
100.0%
00.0%
100.0%
00.0%
100.0%
00.0%
100.0%
00.0%
100.0%
00.0%
100.0%
00.0%
100.0%
0217
Avg. Speed 50th% Speed 85th% Speed
North 29.0 31.5 35.9
South 28.8 31.6 36.8
Peak Hour Data
Direction Hour Count 2-way Hour Count
North 13 443 A.M. 12 780
South 17 506 P.M. 13 928
— North
– – South New York State Department of Transportation Page 2 of 2
Speed Count Average Weekday Report Date: 12/09/2010
Station: 174936 Start date: Fri 10/01/2010 10:00 Count duration: 147 hours
Road #: 0100 Road name: BAY ST End date: Thu 10/07/2010 12:45 Functional class: 16
From: SANFORD ST County: Warren Factor group: 30
To: CITY LINE Town: GLENS FALLS Batch ID: DOT-R1ww40b
Direction: SouthCount taken by: Org: TST Init: BJF Speed limit: 30
LION#: Processed by: Org: DOT Init: mab
Counts have been summarized into NYSDOT EI standard bins
Speeds, mph
0.0- 20.1- 25.1- 30.1- 35.1- 40.1- 45.1- 50.1- 55.1- 60.1- 65.1- 70.1- 75.1- % Exc % Exc % Exc % Exc % Exc
Hour 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 95.0 45.0 50.0 55.0 60.0 65.0 Avg 50th% 85th% Total
1:00 0 0 5 14710000000 0.00.00.00.00.032.8 33.1 37.9 27
2:00 1149500000000 0.00.00.00.00.029.6 32.3 37.0 20
3:00 0014210000000 0.00.00.00.00.033.9 33.8 39.6 8
4:00 0144410000000 0.00.00.00.00.031.6 32.6 38.7 14
5:00 1 0 4 10100000000 0.00.00.00.00.028.8 31.6 34.4 16
6:00 3 2 8 24 13 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.8 32.7 37.5 51
7:00 4 8 12 46 27 8 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.7 33.1 38.6 105
8:00 17 25 50 88 50 10 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 28.3 31.6 37.4 240
9:00 14 21 61 120 65 14 2 0 0 0 0 0 0 0.7 0.0 0.0 0.0 0.0 29.7 32.2 37.9 297
10:00 20 17 73 130 62 8 1 0 0 0 0 0 0 0.3 0.0 0.0 0.0 0.0 28.9 31.8 37.0 311
11:00 20 27 96 151 61 7 1 0 0 0 0 0 0 0.3 0.0 0.0 0.0 0.0 28.7 31.3 36.2 363
12:00 30 28 105 170 66 11 1 0 0 0 0 0 0 0.2 0.0 0.0 0.0 0.0 28.2 31.3 36.3 411
13:00 36 36 131 192 83 6 1 0 0 0 0 0 0 0.2 0.0 0.0 0.0 0.0 28.0 31.1 36.1 485
14:00 42 36 122 186 82 9 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 27.6 31.1 36.2 477
15:00 34 46 132 200 80 11 2 0 0 0 0 0 0 0.4 0.0 0.0 0.0 0.0 28.1 31.1 36.1 505
16:00 33 30 119 202 79 11 1 1 0 0 0 0 0 0.4 0.2 0.0 0.0 0.0 28.4 31.4 36.4 476
17:00 26 39 118 221 89 12 1 0 0 0 0 0 0 0.2 0.0 0.0 0.0 0.0 29.0 31.6 36.5 506
18:00 24 30 104 195 85 12 1 0 0 0 0 0 0 0.2 0.0 0.0 0.0 0.0 29.1 31.8 36.8 451
19:00 16 30 81 146 59 9 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.0 31.5 36.5 341
20:00 6 16 50 123 41 6 1 0 0 0 0 0 0 0.4 0.0 0.0 0.0 0.0 30.3 32.1 36.5 243
21:00 8 14 39 86 35 6 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.6 32.0 36.9 188
22:00 5 9 26 67 39 7 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.7 32.8 38.0 153
23:00 2 7 15 50 30 5 1 0 0 0 0 0 0 0.9 0.0 0.0 0.0 0.0 31.6 33.2 38.3 110
24:00 2 2 10 25 10 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.3 32.4 37.2 51
Avg. Daily Total 344 425 1370 2463 1075 158 13 1 0 0 0 0 05849 0.2 0.0 0.0 0.0 0.0 28.8 31.6 36.8
Percent
Cum. Percent
Average hour5.9%
5.9%
147.3%
13.1%
1823.4%
36.6%
5742.1%
78.7%
10318.4%
97.1%
452.7%
99.8%
70.2%
100.0%
10.0%
100.0%
00.0%
100.0%
00.0%
100.0%
00.0%
100.0%
00.0%
100.0%
00.0%
100.0%
0244
Avg. Speed 50th% Speed 85th% Speed
North 29.0 31.5 35.9
South 28.8 31.6 36.8
Peak Hour Data
Direction Hour Count 2-way Hour Count
North 13 443 A.M. 12 780
South 17 506 P.M. 13 928
STATION:
174954 New York State Department of Transportation
Traffic Count Hourly Report
Page 1 of 2
ROAD #:
0100ROAD NAME:
BAY ST FROM:
WASHINGTON ST TO:
SANFORD ST COUNTY:
Warren
DIRECTION: Northbound FACTOR GROUP: 30 REC. SERIAL #: 0051 FUNC. CLASS: 16 CITY:
GLENS FALLS
STATE DIR CODE: 1 WK OF YR: 47 PLACEMENT: 81FT SOUTH OF HUNTER NHS: no LION#:
DATE OF COUNT: 11/16/2010 @ REF MARKER: JURIS: City BIN:
NOTES LANE 1: WEEK 47 NB ADDL DATA: CC Stn: RR CROSSING:
COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R1_SC_WW47 HPMS SAMPLE:
COUNT TAKEN BY: ORG CODE: TST INITIALS: BJF PROCESSED BY: ORG CODE: DOT INITIALS: JSR
12
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
1212
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
12DAILY DAILY
DAILY HIGH HIGH
AMPM
DATE
DAY
TOTAL
COUNT
HOUR
1M
2T
3W
4T
5F
6S
7S
8M
9T
10 W
11 T
12 F
13 S
14 S
15 M
16 T
17 W
18 T
19 F
20 S
21 S
22 M
23 T
24 W
25 T
26 F
27 S
28 S
29 M
30 T377 303 479 387 371 437 402 390 226 154 147 114 69 49
17 16 11 18 52 60 77 240 402 299 351 354 440 433 394 468 522 391 246 202 135 96 62 375323 522 16
29 11 12 22 42 59 86 255 364 339 329 377 473 391 406 457 470 399 258 196 146 100 88 525361 473 12
21 19 21 29 61 46 74 245 352 357 347 385 427 399 420 449 416 362 222 198 168 129 92 745313 449 15
57 32 22 21 15 26 40 85 121 218 307 339 299 266 266 204 244 239 153 158 116 95 84 543461 339 11
40 31 26 22 10 25 26 58 92 117 176 219 225 163 219 243 215 177 136 116 114 60 48 342592 243 15
19 12 13 20 38 48 80 252 397
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT
22 15 15 22 51 54 77 243 371 325 343 347 454 395 381 444 455 384 238 180 140 101 71 45 5173
DAYS
Counted
7HOURS
Counted
143WEEKDAYS
Counted
4WEEKDAY
Hours
77AVERAGE WEEKDAY
High Hour
455% of day
9%Axle Adj.
Factor
0.978Seasonal/Weekday
Adjustment Factor
1.030ESTIMATED (one way)
AADT
5022
ROAD #:
0100ROAD NAME:
BAY ST FROM:
WASHINGTON ST TO:
SANFORD ST COUNTY:
Warren
STATION:
174954STATE DIR CODE:
1PLACEMENT:
81FT SOUTH OF HUNTER DATE OF COUNT: 11/16/2010
STATION:
174954 New York State Department of Transportation
Traffic Count Hourly Report
Page 2 of 2
ROAD #:
0100ROAD NAME:
BAY ST FROM:
WASHINGTON ST TO:
SANFORD ST COUNTY:
Warren
DIRECTION: Southbound FACTOR GROUP: 30 REC. SERIAL #: 0098 FUNC. CLASS: 16 CITY:
GLENS FALLS
STATE DIR CODE: 2 WK OF YR: 47 PLACEMENT: 81FT SOUTH OF HUNTER NHS: no LION#:
DATE OF COUNT: 11/16/2010 @ REF MARKER: JURIS: City BIN:
NOTES LANE 1: WEEK 47 SB ADDL DATA: CC Stn: RR CROSSING:
COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R1_SC_WW47 HPMS SAMPLE:
COUNT TAKEN BY: ORG CODE: TST INITIALS: BJF PROCESSED BY: ORG CODE: DOT INITIALS: JSR
12
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
1212
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
12DAILY DAILY
DAILY HIGH HIGH
AMPM
DATE
DAY
TOTAL
COUNT
HOUR
1M
2T
3W
4T
5F
6S
7S
8M
9T
10 W
11 T
12 F
13 S
14 S
15 M
16 T
17 W
18 T
19 F
20 S
21 S
22 M
23 T
24 W
25 T
26 F
27 S
28 S
29 M
30 T296 436 407 434 463 474 427 391 258 185 149 138 85 49
24 16 8 21 15 61 118 246 322 329 325 382 489 446 495 495 501 437 277 206 193 173 95 335707 501 16
19 13 13 19 16 65 108 243 340 306 305 409 427 531 475 505 490 451 294 209 187 155 93 465719 531 13
35 17 22 13 18 67 108 233 348 392 387 451 448 464 441 472 451 394 277 188 191 172 101 755765 472 15
56 29 18 14 16 27 57 89 134 258 288 328 311 274 288 317 254 248 200 178 164 117 112 603837 328 11
46 22 26 19 15 21 32 78 104 154 200 215 292 211 251 238 210 197 182 161 110 69 58 272938 292 12
20 11 11 15 14 68 124 243 348
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT
25 15 14 18 16 63 111 236 333 334 321 411 431 460 467 480 463 417 270 196 172 152 89 42 5536
DAYS
Counted
7HOURS
Counted
143WEEKDAYS
Counted
4WEEKDAY
Hours
77AVERAGE WEEKDAY
High Hour
480% of day
9%Axle Adj.
Factor
0.978Seasonal/Weekday
Adjustment Factor
1.030ESTIMATED (one way)
AADT
5375
ROAD #:
0100ROAD NAME:
BAY ST FROM:
WASHINGTON ST TO:
SANFORD ST COUNTY:
Warren
STATION:
174954STATE DIR CODE:
2PLACEMENT:
81FT SOUTH OF HUNTER DATE OF COUNT: 11/16/2010
STATION:
174951 New York State Department of Transportation
Traffic Count Hourly Report
Page 1 of 2
ROAD #:
1930ROAD NAME:
SANFORD ST FROM:
BAY ST TO:
RIDGE ST COUNTY:
Warren
DIRECTION: Eastbound FACTOR GROUP: 30 REC. SERIAL #: 0060 FUNC. CLASS: 16 CITY:
GLENS FALLS
STATE DIR CODE: 1 WK OF YR: 39 PLACEMENT: 150FT WEST OF RIDGE ST NHS: no LION#:
DATE OF COUNT: 09/22/2010 @ REF MARKER: JURIS: City BIN:
NOTES LANE 1: WEEK 39 EB ADDL DATA: CC Stn: RR CROSSING:
COUNT TYPE: AXLE PAIRS BATCH ID: DOT-DOTWW39b HPMS SAMPLE:
COUNT TAKEN BY: ORG CODE: TST INITIALS: BJF PROCESSED BY: ORG CODE: DOT INITIALS: JSR
12
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
1212
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
12DAILY DAILY
DAILY HIGH HIGH
AMPM
DATE
DAY
TOTAL
COUNT
HOUR
1W
2T
3F
4S
5S
6M
7T
8W
9T
10 F
11 S
12 S
13 M
14 T
15 W
16 T
17 F
18 S
19 S
20 M
21 T
22 W
23 T
24 F
25 S
26 S
27 M
28 T
29 W
30 T96 110 115 139 102 95 128 159 126 99 58 60 35 19
152195204813715288113117124150156177161179232148746527192219 232 18
935362256140166124121120157153164172211186144108918363272334 211 16
13 6 5 6 27 48 38 46 68 101 139 147 134 141 134 156 173 121 121 86 60 72 47 291918 173 16
18 10 9 9 13 45 32 33 45 87 93 101 132 99 109 110 108 107 111 67 63 21 23 131458 132 12
83365235614813499899812313016217311716511170735124121883 173 15
7542421471461439775
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT
103355215114014610097109118137137145132164153104675828171950
DAYS
Counted
7HOURS
Counted
145WEEKDAYS
Counted
4WEEKDAY
Hours
79AVERAGE WEEKDAY
High Hour
164% of day
8%Axle Adj.
Factor
0.978Seasonal/Weekday
Adjustment Factor
1.074ESTIMATED (one way)
AADT
1816
ROAD #:
1930ROAD NAME:
SANFORD ST FROM:
BAY ST TO:
RIDGE ST COUNTY:
Warren
STATION:
174951STATE DIR CODE:
1PLACEMENT:
150FT WEST OF RIDGE ST DATE OF COUNT: 09/22/2010
STATION:
174951 New York State Department of Transportation
Traffic Count Hourly Report
Page 2 of 2
ROAD #:
1930ROAD NAME:
SANFORD ST FROM:
BAY ST TO:
RIDGE ST COUNTY:
Warren
DIRECTION: Westbound FACTOR GROUP: 30 REC. SERIAL #: 0060 FUNC. CLASS: 16 CITY:
GLENS FALLS
STATE DIR CODE: 2 WK OF YR: 39 PLACEMENT: 150FT WEST OF RIDGE ST NHS: no LION#:
DATE OF COUNT: 09/22/2010 @ REF MARKER: JURIS: City BIN:
NOTES LANE 1: WEEK 39 WB ADDL DATA: CC Stn: RR CROSSING:
COUNT TYPE: AXLE PAIRS BATCH ID: DOT-DOTWW39b HPMS SAMPLE:
COUNT TAKEN BY: ORG CODE: TST INITIALS: BJF PROCESSED BY: ORG CODE: DOT INITIALS: JSR
12
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
1212
TO
11
TO
22
TO
33
TO
44
TO
55
TO
66
TO
77
TO
88
TO
99
TO
1010
TO
1111
TO
12DAILY DAILY
DAILY HIGH HIGH
AMPM
DATE
DAY
TOTAL
COUNT
HOUR
1W
2T
3F
4S
5S
6M
7T
8W
9T
10 F
11 S
12 S
13 M
14 T
15 W
16 T
17 F
18 S
19 S
20 M
21 T
22 W
23 T
24 F
25 S
26 S
27 M
28 T
29 W
30 T121 121 115 149 147 184 182 191 120 92 75 55 31 21
886431029105126102127116141119172210251240125125935422212217 251 16
98344830120148117148140149133177205210169186154889285462433 210 16
261486551650109130140133168168116148148129132137828162352048 168 12
168787915287090901281151181171291289412488604121191530 129 15
6526211301001208211112311511714917216617411885592829191829 174 17
108552103210614110592
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT
9854392910613110011712212112515318519619811899744526202003
DAYS
Counted
7HOURS
Counted
145WEEKDAYS
Counted
4WEEKDAY
Hours
79AVERAGE WEEKDAY
High Hour
198% of day
10%Axle Adj.
Factor
0.978Seasonal/Weekday
Adjustment Factor
1.074ESTIMATED (one way)
AADT
1865
ROAD #:
1930ROAD NAME:
SANFORD ST FROM:
BAY ST TO:
RIDGE ST COUNTY:
Warren
STATION:
174951STATE DIR CODE:
2PLACEMENT:
150FT WEST OF RIDGE ST DATE OF COUNT: 09/22/2010
File Name : GREEN
Site Code : 12111111
Start Date : 7/30/2013
Page No : 1AGFTC
SAFETY STUDY
PM
4 TO 6
Groups Printed- PASSENGER CARS – SU TRUCKS & BUSES – MU TRUCKS
From North From East From South From West
Start Time
Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Int. Total
04:00 PM 9 76 5 1 91 4 36 5 1 46 4 80 12 1 97 12 14 7 0 33 267
04:15 PM 10 100 7 1 118 10 32 5 0 47 3 73 8 2 86 7 20 6 0 33 284
04:30 PM 10 91 6 3 110 9 39 7 0 55 5 90 14 3 112 7 30 7 0 44 321
04:45 PM 9 71 11 0 91 3 30 4 0 37 6 90 11 2 109 5 26 10 0 41 278
Total 38 338 29 5 410 26 137 21 1 185 18 333 45 8 404 31 90 30 0 151 1150
05:00 PM 11 95 5 3 114 7 27 2 2 38 10 85 13 5 113 9 31 8 2 50 315
05:15 PM 9 96 5 1 111 9 35 6 1 51 7 80 7 7 101 11 16 4 0 31 294
05:30 PM 7 82 4 4 97 7 18 6 0 31 5 53 10 3 71 7 28 7 2 44 243
05:45 PM 9 80 7 0 96 5 30 3 1 39 10 51 4 2 67 5 19 1 1 26 228
Total 36 353 21 8 418 28 110 17 4 159 32 269 34 17 352 32 94 20 5 151 1080
Grand Total 74 691 50 13 828 54 247 38 5 344 50 602 79 25 756 63 184 50 5 302 2230
Apprch % 8.9 83.5 6 1.6 15.7 71.8 11 1.5 6.6 79.6 10.4 3.3 20.9 60.9 16.6 1.7
Total % 3.3 31 2.2 0.6 37.1 2.4 11.1 1.7 0.2 15.4 2.2 27 3.5 1.1 33.9 2.8 8.3 2.2 0.2 13.5
PASSENGER CARS 74 683 49 13 819 54 246 38 5 343 50 598 78 25 751 63 183 50 5 301 2214
% PASSENGER CARS 100 98.8 98 100 98.9 100 99.6 100 100 99.7 100 99.3 98.7 100 99.3 100 99.5 100 100 99.7 99.3
SU TRUCKS & BUSES 0 8 1 0 9 0 1 0 0 1 0 3 1 0 4 0 1 0 0 1 15
% SU TRUCKS & BUSES 0 1.2 2 0 1.1 0 0.4 0 0 0.3 0 0.5 1.3 0 0.5 0 0.5 0 0 0.3 0.7
MU TRUCKS 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
% MU TRUCKS 0 0 0 0 0 0 0 0 0 0 0 0.2 0 0 0.1 0 0 0 0 0 0
File Name : GREEN
Site Code : 12111111
Start Date : 7/30/2013
Page No : 2AGFTC
SAFETY STUDY
PM
4 TO 6
Right 74
0
0
74
Thru 683
8
0
691
Left 49
1
0
50
Peds 13
0
0
13 InOut Total
702 819 1521
3 9 12
1 0 1
706
1534
828
Right54 0 0 54
Thru246 1 0 247
Left38 0 0 38
Peds
5 0 0 5
Out
Total
In
282
343
625
2
1
3
0
0
0
284
628
344
Left
78
1
0
79 Thru
598
3
1
602 Right
50
0
0
50 Peds
25
0
0
25
Out TotalIn784 751 1535
8 4 12
0 1 1
792 1548 756
Left50 0 0 50
Thru183 1 0 184
Right63 0 0 63
Peds
5 0 0 5
Total
Out
In
398
301
699
2
1
3
0
0
0
400
702
302 7/30/2013 04:00 PM
7/30/2013 05:45 PM
PASSENGER CARS
SU TRUCKS & BUSES
MU TRUCKS North
File Name : GREEN
Site Code : 12111111
Start Date : 7/30/2013
Page No : 3AGFTC
SAFETY STUDY
PM
4 TO 6
From North From East From South From West
Start Time
Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM – Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 10 91 6
3 110
9 39 7 0
55 5
90 14 3 112 7 30 7 0 44
321
04:45 PM 9 71
11 0 91 3 30 4 0 37 6 90 11 2 109 5 26
10 0 41 278
05:00 PM
11 95 5 3
114 7 27 2
2 38
10 85 13 5
113 9
31 8
2 50 315
05:15 PM 9
96 5 1 111 9 35 6 1 51 7 80 7
7 101
11 16 4 0 31 294
Total Volume 39 353 27 7 426 28 131 19 3 181 28 345 45 17 435 32 103 29 2 166 1208
% App. Total 9.2 82.9 6.3 1.6 15.5 72.4 10.5 1.7 6.4 79.3 10.3 3.9 19.3 62 17.5 1.2
PHF .886 .919 .614 .583 .934 .778 .840 .679 .375 .823 .700 .958 .804 .607 .962 .727 .831 .725 .250 .830 .941
PASSENGER CARS 39 350 27 7 423 28 131 19 3 181 28 344 45 17 434 32 102 29 2 165 1203
% PASSENGER CARS 100 99.2 100 100 99.3 100 100 100 100 100 100 99.7 100 100 99.8 100 99.0 100 100 99.4 99.6
SU TRUCKS & BUSES 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 5
% SU TRUCKS & BUSES 0 0.8 0 0 0.7 0 0 0 0 0 0 0.3 0 0 0.2 0 1.0 0 0 0.6 0.4
MU TRUCKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% MU TRUCKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
File Name : GREEN
Site Code : 12111111
Start Date : 7/30/2013
Page No : 4AGFTC
SAFETY STUDY
PM
4 TO 6
Right 39
0
0
39
Thru 350
3
0
353
Left 27
0
0
27
Peds 7
0
0
7 InOut Total
401 423 824
1 3 4
0 0 0
402
828
426
Right28 0 0 28
Thru131 0 0 131
Left19 0 0 19
Peds
3 0 0 3
Out
Total
In
157
181
338
1
0
1
0
0
0
158
339
181
Left
45
0
0
45 Thru
344
1
0
345 Right
28
0
0
28 Peds
17
0
0
17
Out TotalIn401 434 835
3 1 4
0 0 0
404 839 435
Left29 0 0 29
Thru102 1 0 103
Right32 0 0 32
Peds
2 0 0 2
Total
Out
In
215
165
380
0
1
1
0
0
0
215
381
166 Peak Hour Begins at 04:30 PM
PASSENGER CARS
SU TRUCKS & BUSES
MU TRUCKSPeak Hour Data
North
File Name : BLUE
Site Code : 11111222
Start Date : 7/30/2013
Page No : 1AGFTC
SAFTEY STUDY
PM
4 TO 6
Groups Printed- PASSENGER CARS – SU TRUCKS & BUSES – MU TRUCKS
From North From East From South From West
Start Time
Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Int. Total
04:00 PM 0 0 5 0 5 13 0 2 0 15 4 0 0 0 4 0 0 0 0 0 24
04:15 PM 0 0 5 0 5 9 0 3 0 12 3 0 0 0 3 0 0 0 0 0 20
04:30 PM 0 0 6 1 7 5 0 0 0 5 4 0 1 4 9 0 0 0 2 2 23
04:45 PM 0 0 6 4 10 5 0 1 0 6 2 0 0 2 4 0 0 0 0 0 20
Total 0 0 22 5 27 32 0 6 0 38 13 0 1 6 20 0 0 0 2 2 87
05:00 PM 0 0 8 3 11 9 0 0 0 9 3 0 0 3 6 0 0 0 0 0 26
05:15 PM 0 0 7 1 8 7 0 1 0 8 2 0 0 2 4 0 0 0 0 0 20
Grand Total 0 0 37 9 46 48 0 7 0 55 18 0 1 11 30 0 0 0 2 2 133
Apprch % 0 0 80.4 19.6 87.3 0 12.7 0 60 0 3.3 36.7 0 0 0 100
Total % 0 0 27.8 6.8 34.6 36.1 0 5.3 0 41.4 13.5 0 0.8 8.3 22.6 0 0 0 1.5 1.5
PASSENGER CARS 0 0 36 9 45 48 0 7 0 55 18 0 1 11 30 0 0 0 2 2 132
% PASSENGER CARS 0 0 97.3 100 97.8 100 0 100 0 100 100 0 100 100 100 0 0 0 100 100 99.2
SU TRUCKS & BUSES 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
% SU TRUCKS & BUSES 0 0 2.7 0 2.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.8
MU TRUCKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% MU TRUCKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
File Name : BLUE
Site Code : 11111222
Start Date : 7/30/2013
Page No : 2AGFTC
SAFTEY STUDY
PM
4 TO 6
Right 0
0
0
0
Thru 0
0
0
0
Left 36
1
0
37
Peds 9
0
0
9 InOut Total
48 45 93
0 1 1
0 0 0
48
94
46
Right48 0 0 48
Thru
0 0 0 0
Left
7 0 0 7 Peds
0 0 0 0
Out
Total
In
54
55
109
1
0
1
0
0
0
55
110
55
Left
1
0
0
1 Thru
0
0
0
0 Right
18
0
0
18 Peds
11
0
0
11
Out TotalIn7 30 37
0 0 0
0 0 0
7 37 30
Left
0 0 0 0
Thru
0 0 0 0
Right
0 0 0 0
Peds
2 0 0 2
Total
Out
In
1
2
3
0
0
0
0
0
0
1
3
2 7/30/2013 04:00 PM
7/30/2013 05:15 PM
PASSENGER CARS
SU TRUCKS & BUSES
MU TRUCKS North
File Name : BLUE
Site Code : 11111222
Start Date : 7/30/2013
Page No : 3AGFTC
SAFTEY STUDY
PM
4 TO 6
From North From East From South From West
Start Time
Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Right Thru Left Peds
App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:15 PM – Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 0 5 0 5
9 0
3 0
12 3 0 0 0 3 0 0 0 0 0 20
04:30 PM 0 0 6 1 7 5 0 0 0 5
4 0
1 4 9 0 0 0
2 2 23
04:45 PM 0 0 6
4 10 5 0 1 0 6 2 0 0 2 4 0 0 0 0 0 20
05:00 PM 0 0
8 3
11 9 0 0 0 9 3 0 0 3 6 0 0 0 0 0
26
Total Volume 0 0 25 8 33 28 0 4 0 32 12 0 1 9 22 0 0 0 2 2 89
% App. Total 0 0 75.8 24.2 87.5 0 12.5 0 54.5 0 4.5 40.9 0 0 0 100
PHF .000 .000 .781 .500 .750 .778 .000 .333 .000 .667 .750 .000 .250 .563 .611 .000 .000 .000 .250 .250 .856
PASSENGER CARS 0 0 24 8 32 28 0 4 0 32 12 0 1 9 22 0 0 0 2 2 88
% PASSENGER CARS 0 0 96.0 100 97.0 100 0 100 0 100 100 0 100 100 100 0 0 0 100 100 98.9
SU TRUCKS & BUSES 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
% SU TRUCKS & BUSES 0 0 4.0 0 3.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.1
MU TRUCKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% MU TRUCKS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
File Name : BLUE
Site Code : 11111222
Start Date : 7/30/2013
Page No : 4AGFTC
SAFTEY STUDY
PM
4 TO 6
Right 0
0
0
0
Thru 0
0
0
0
Left 24
1
0
25
Peds 8
0
0
8 InOut Total
28 32 60
0 1 1
0 0 0
28
61
33
Right28 0 0 28
Thru
0 0 0 0
Left
4 0 0 4 Peds
0 0 0 0
Out
Total
In
36
32
68
1
0
1
0
0
0
37
69
32
Left
1
0
0
1 Thru
0
0
0
0 Right
12
0
0
12 Peds
9
0
0
9
Out TotalIn4 22 26
0 0 0
0 0 0
4 26 22
Left
0 0 0 0
Thru
0 0 0 0
Right
0 0 0 0
Peds
2 0 0 2
Total
Out
In
1
2
3
0
0
0
0
0
0
1
3
2 Peak Hour Begins at 04:15 PM
PASSENGER CARS
SU TRUCKS & BUSES
MU TRUCKSPeak Hour Data
North