Crandall / Sherman Intersection Evaluation – Adirondack

January 1 0, 201 4

Prepared for:

Adirondack/Glens Falls Transportation Council
Washington County Municipal Center
11 South Street, Suite 203
Glens Falls, NY 12801

Intersection Evaluation Study
Report
Crandall Street/Sherman Avenue
Intersection Evaluation

City of Glens Falls
Warre n County, New York

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Chazen Project #: 31348.00

Prepared by:

The Capital District Office
The Chazen Companies
Engineering, Land Surveying & Landscape Architecture Co., D.P.C.
Chazen Environmental Services, Inc.
547 River Street
Troy, New York 12180
(518) 273- 0055

Intersection Evaluation Study
Report
Crandall Street/Sherman Avenue
Intersection Evaluation

City of Glens Falls
Warren County, New York

Hudson Valley Office North Country Office
(845) 454-3980 (518) 812-0513

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page i
The Chazen Companies
Project Number: 31348.00 January 10, 2014
TABLE OF CONTENTS
EXECUTIVE SUMMARY …………………………………………………………………………………………………….. 3
1.0 INTRODUCTION ………………………………………………………………………………………………………… 4
1.1 Study Methodology …………………………………………………………………………………………….. 4
2.0 EXISTING CONDITIONS ……………………………………………………………………………………………….. 7
2.1 Study Intersection ………………………………………………………………………………………………. 7
2.2 Adjacent Intersections …………………………………………………………………………………………. 8
2.3 Traffic Volumes (Vehicular, Pedestrian, Bicyclist) ……………………………………………………. 8
3.0 ANALYSIS ……………………………………………………………………………………………………………….. 11
3.1 Capacity/Level of Service Analysis ……………………………………………………………………… 11
3.2 Signal Warrant Analysis ……………………………………………………………………………………. 13
3.3 Four -Way Stop Analysis ……………………………………………………………………………………. 14
3.4 Accident Data Analysis ……………………………………………………………………………………… 15
4.0 CONCLUSIONS AND RECOMMENDATIONS …………………………………………………………………. 16
4.1 Conclusions …………………………………………………………………………………………………….. 16
4.2 Recommendations …………………………………………………………………………………………… 16
5.0 ESTIMATED COSTS – RECOMMENDED ACTION A ND ALTERNATIVES ……………………………… 18
LIST OF TABLES
Table 1 – Signalized Intersection LOS Criteria ……………………………………………………………………………………………….. 11
Table 2 Level of Service Summary (Signalized – fix ed timed) ………………………………………………………………………….. 12
Table 3 Level of Service Summary (Signalized – Semi -actuated) ……………………………………………………………………… 12
Table 4 Signal Warrant Analysis ………………………………………………………………………………………………………………… 13

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page ii
The Chazen Companies
Project Number: 31348.00 January 10, 2014
Table 5 – Un -Signalized Intersection LOS Criteria …………………………………………………………………………………………… 14
Table 6 – Level of Service Summary (All way stop control) ………………………………………………………………………………. 14
LIST OF FIGURES
Figure 1 – Area Map ……………………………………………………………………………………………………………………………………. 6

Figure 2 – Existing Traffic Volumes ………………………………………………………………………………………………………………. 10
Figure 3 – All Way STOP Sign Control …………………………………………………………………………………………………………… 19
APPENDICES
Appendix A: Traffic Movement Counts
Appendix B: Level of Service Analysis
Appendix C: Accident Data
Appendix D: Intersection Photos

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page 3
The Chazen Companies
Project Number: 31348.00 January 10, 2014
EXECUTIVE SUMMARY

An Intersection Evaluation has been completed for the Adirondack/ Glenss Falls Transportation Council
(AGFTC), on behalf of the City of Glenss Falls, for the intersection of Crandall Street and Sherman
Avenue. This intersection is currently under fixed time traffic signal control. The evaluation was
performed to exami ne the intersection operation and recommend actions to facilitate a more efficient
operation for all intersection users.

As a result of this evaluation it is recom mended that the existing traffic signal be removed and th e
intersection placed under all way stop control, with pavement markings and signing in accordance with
the National and NYSDOT Manual of Uniform Traffic Control Devices (MUTCD).

This recommended ch ange in intersection control would r educe overall vehicle delays , decrease the
likelihood for rear end and right angle accidents, and l essen conflicts between vehicles and pedestrians .
In addition it would r elieve the City of Glenss Falls from the responsi bility for signal maintenance.

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page 4
The Chazen Companies
Project Number: 31348.00 January 10, 2014
1.0 INTRODUCTION
The Adirondack/ Glenss Falls Transportation Council (AGFTC), on behalf of the City of Glens s Falls, tasked
The Chazen Companies to perform a Traffic Intersection Evaluation at the intersection of Crandall Street
and Sherman Avenue in the City of Glens s Falls. The traffic evaluation reviewed the appropriateness of
the existing traffic signal control, and developed potential operational improvements to the
intersection .
The study examined the traff ic operations and accident history at the intersection of Crandall Street and
Sherman Avenue and conducted field observation of nearby intersections under alternative traffic
control such as the four -way stop sign control.
The intersection evaluation stu dy follows accepted national engineering practice and utilizes accepted
engineering data sources and software analysis programs. Field reviews were undertaken. Manual
vehicular turning counts and automatic traffic recording (ATR) data were completed for th e study
intersection. All field data and analysis results are presented in the Appendices to this report.
1. 1 Study Methodology
Traffic and accident data were collected for the intersection of Crandall Street and Sherman Avenue as
well as field review/evaluation of nearby intersections, such as the Sherman Avenue/Quade Street
intersection and the Sherman Avenue/Western Avenue intersection. The following is a brief description
of the detailed tasks, which were a part of the analysis.
• Information pertinent to the existing traffic and roadway conditions was collected and analyzed
relative to its effect on operating characteristics.
• Field observations were made to observe traffic movement , including pedestrian and bicycle
movements within the existing roadwa y network to determine and verify traffic patterns and
distributions.
• 2013 Existing traffic volumes were determined.
• Accident Data provided by the Glenss Falls Police Department for the study intersection was
reviewed and analyzed.
• Operational analysis o f the study intersections were conducted for the AM and PM peak hours
to assist in the determination of possible improvem ents to the intersection operation.
• A Signal Warrant analysis was conducted at the study inters ection to determine the
appropriateness of the curr ent intersection control based on accepted national guidelines.
• Adjacent intersectio ns were reviewed relative to operational sim ilarities with the study
intersection.

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Crandall Street/Sherman Avenue Intersection Page 5
The Chazen Companies
Project Number: 31348.00 January 10, 2014
• Conclusions and recommendations were made of the potential traffic improveme nts a s a result
of the data, facts gathered, and analyses in this study.
Figure 1 shows the project intersection and the immediate adjacent roadways.

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page 6
The Chazen Companies
Project Number: 31348.00 January 10, 2014
Figure 1 – Area Map
Crandall Street & Sherman Avenue
Project Site
Location
Project #: 31348.00Date: December 2013
Intersection Evaluation Study
City of Glen Falls
Warren County, New York
Figure: #1
North

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page 7
The Chazen Companies
Project Number: 31348.00 January 10, 2014
2.0 EXISTING CONDITIONS
2.1 Study Intersection
Crandall Street at Sherman Avenue is a four way intersection under two -phase fixed time traffic signal
control. Crandall Street runs in a general north/south orientation, with Sherman Avenue running in an
east/west orientation . Crandall Street consists of an unmarked 2 4-foot wide travel roadway section
from the north and an unmarked 20 -foot wide travel roadway from the south. Sherman Avenue consists
of an unmarked 30 -foot wide travel roadway section from the west and an unmarked 28 -foot w ide
travel roadway from the east.
The intersection is in the City of Glens s Falls School District, which is a walking school district with bus
transport provided to handicapped students only. Consequently, school age pedestrian traffic is
significant along Sherman Avenue and at this intersection, as is school destined vehicular traffic and
some bicycle traffic.
There are 4-foot wide sidewalks along both side s of each intersection approach with marked pedestrian
crosswalk s and stop bars on each approach. Pedestrian signing, pedestrian push buttons , or
“Walk/Don’t Walk” signal indications are not present at this intersection. Pedestrians must cross an
approach by determining if that approach has a red or green indication. If crossing at the appropriate
time, when the approach being crossed is under a red indication, a pedestrian has no way of knowing
for how long that red indication will remain before changing to a green indication.
The traffic signal control consists of one signal face ( red/yellow/green indic ations ) for each intersection
approach. While the use of one signal face per approach is allowed in the NYSDOT MUTCD (Manual of
Uniform Traffic Control Devices) for an intersection with one lane approaches not on a State or F ederal
highway , the standard fo r traffic signal control is two signal faces for an approach. Two faces per
approach increases signal visibility and the second indication provides redundancy in the event that one
indication goes out. Since the signal is supported by a single mast arm, an upgrade to two faces per
approach is not feasible due to signal face sight line requirements. In addition the added additional
weight imposed on the mast arm would be problematical.
The signal also does not have vehicle detection and operates on a fixed time basis with each roadway
receiving a fixed amount of green time r egardless of the traffic demand. Crandall Street, for example,
receives green time even when there are no vehicles on the approach.
“No Parking” restrictions are in effect on the west side of the Crandall Street northbound approach , on
both side s of the Crandall Street southbound approach and the Sherman Avenue westbound approach,
and on the north side of Sherman Avenue eastbound approach to the intersection. Both Crandall Street
and Sherma n Avenue are characteriz ed by residential land use . There is no posted speed limit in the
vicinity of the intersection, and accordingly the City of Glens s Falls 30 mph city wide speed limit is in
effect.
The intersection is memorialized by photographs in A ppendix D.

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Crandall Street/Sherman Avenue Intersection Page 8
The Chazen Companies
Project Number: 31348.00 January 10, 2014
2.2 Adjacent Intersections
Th e Sherman Avenue and Quade Street/Cortland Street intersection is approximately 1,500 -feet west
of the study intersection with the City of Glens Falls Middle and High School campus in the northwest
quadrant of the in tersection. This intersection is a four way intersection operating under all- way stop
sign control. Each approach provides an unmarked single travel lane. Quade Street and Cortland Street
are slightly offset from each other with Cortland Street being sligh tly more to the west. Quade Street
provides access driveways to both the Glens s Falls Middle School and High School . Parking is provided
on the west side of the street. There are sidewalks along each side of each approach at the intersection .
Marked pedestrian crosswalk s are present on all intersection approaches, as well as at three locations
crossing Sherman A venue in front of the school campus. The eastbound and southbound approaches are
under a “15 -mph School Speed Limit” , with the northbound and westbound approaches under the city
wide 30 -mph speed limit.
The intersection is memorialized by photographs in Appendix D
The Sherman and Western Avenue intersection is located 0.5± mile west from the study intersection.
This intersection is a four way inters ection operating under all- way stop sign control. Sidewalk s are
provided on the east side of both Western Avenue approaches, as well as the south side of the Sherman
Avenue westbound approach. There are no sidewalk s on the Sherman Avenue eastbound approach .
Pedestrian crosswalk markings are provided on the southbound and westbound approaches. The city
wide “30 -mph City Speed Limit” applies to each intersection approach except for the westbound
approach which is under a “15-mph School Speed Limit”. By obser vation, this intersection operates well
under similar traffic volumes as the Crandall Street at Sherman Avenue
2. 3 Traffic Volumes (Vehicular, Pedestrian, Bicyclist)
Traffic counts were conducted in October and November of 2013 to capture current traffic p atterns and
volumes while local schools wer e in session. The hourly traffic volumes were collected by Automatic
Traffic Recorders (ATRs) from Monday, October 28 , 2013 to Thurs day, October 31 , 2013. Manual traffic
turning movement counts as well as pedestri an and bicyclist counts were also undertaken in the same
October timeframe during the morning (7:00AM to 9:00AM on Tuesday October 29
th) weekday
commuter peak hour and during the afternoon (2:45PM to 6:00PM on Wednes day October 30th)
weekday school and co mmuter peak hours . Manual counts were also undertaken at the Sherman
Avenue and Quade Street intersection on Wednes day, November 20
th during the afternoon (2 :45 PM to
3 :45 PM) peak hour as th is time represented the highest traffic volumes from the October c ounts.
Appendix A pr esent s the vehicular count data as well as the pedestrian and bicyclist count data .
Based upon the traffic count data collected the following observations are evident:
• The morning and afternoon peak period s for vehicular traffic in October, while local schools
were in session , was 7:45AM to 8:45AM and 2: 45PM to 3:45PM respectively. These times
co incide with school arrivals/commuter peak in the morning , and with school dismissals, but not
commuter peak, in the afternoon. The PM peak hou r (2:45 to 3:45) is the busiest time frame for
this intersection for vehicular, pedestrian and bicycle traffic

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Crandall Street/Sherman Avenue Intersection Page 9
The Chazen Companies
Project Number: 31348.00 January 10, 2014
• Intersection volumes at the study intersection are 717 vehicles in the AM peak and 791 vehicles
during the PM peak. The two-way traffic volume on Crandall Street is 197 vehicles during the
AM peak hour and 199 vehicles during the PM peak hour. The two -way traffic volume on
Sherman Avenue is 522 vehicles during the AM peak hour and 592 vehicles during the PM peak
hour.

•
Thirty -seven (37 ) pedestrians and bicyclists crossed the intersection during the PM (2:45 to 3:45
PM) peak hour during the October counts , coinciding with school dismissal. The number of
pedestrians and bicyclists decreased during the November counts, coinciding with colder
weather.

•
Th e October AM peak pedestrian /bicyclist numbers were less than the PM numbers with
twenty -one ( 21) pedestrians and bicyclists crossing the intersection.

•
The afternoon peak hour (2:45 -3:45PM) count at the intersection of Sherman Avenue and
Quade Street/Cortl and Street showed a two -way traffic volume on Sh erman Avenue of 515
vehicles with 172 vehicles traveling on Quade Street/Cortland Street.

•
Figure 2 provides t he AM and PM peak vehicular/ pedestrian/bicyclist volumes.

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page 10
The Chazen Companies
Project Number: 31348.00 January 10, 2014
Figure 2 – Ex isting Traffic Volumes
Crandall Street & Sherman Avenue2013
Existing Traffic
Volumes
Project #: 31348.00Date: December 2013
Intersection Evaluation Study
City of Glen Falls
Warren County, New York
Figure: #2
North
North
11
59
77
20168
9
1429
71529713
Crandall Street
Sherman Avenue
AM PEAK HOUR TRAFFIC VOLUMES(XX) = Pedestrian/Bicyclist Volume
PM PEAK HOUR TRAFFIC VOLUMES(XX) = Pedestrian/Bicyclist Volume
Sherman Avenue
Crandall Street
186030
37266
19
10711018237 15
(2)
(2)
(6)
(3)
(1)(0)
(6)
(1)
Crandall Street
Sherman Avenue
Sherman Avenue
Crandall Street
(3)
(4)
(0)
(6)
(4)(6)
(1)
(13)

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The Chazen Companies
Project Number: 31348.00 January 10, 2014
3.0 ANALYSIS
3.1 Capacity/Level of Service Analysis
A level of service analysis of the signalized intersection of Crandall Street and Sherman Avenue was
conducted for the morning and evening weekday peak hour s. The analysis utilized the latest version of
Synchro software by McTrans
1. This analysis determines the operational efficiency of the intersection
associated with the prescribed traffic control by estimating the vehicle delay experienced.
The capacity analysis methodology is based upon the 2010 Highway Capacity Manual which utilizes
“levels -of -service” (LOS) designations to identify traffic flow based on vehicle delay. A LOS A represents
the best condition and a LOS F represents the worst conditi on. A LOS C is generally used as a design
standard while a LOS D is acceptable during peak periods. LOS E represents an operation at or near
capacity. In order to identify a signalized intersection’s level- of-service, the average amount of vehicle
delay is computed for each approach to the intersection as well as for the over- all intersection.
Tables 1 summarize the level- of-service criteria for signalized intersections.
Table 1 – Signalized Intersection LOS Criteria
Level of Service (LOS) Control Delay Per Vehicle in Seconds
A Less than or equal to 10
B Greater than 10 and less than or equal to 20
C Greater than 20 and less than or equal to 35
D Greater than 35 and less than or equal to 55
E Greater than 55 and less than or equal to 80
F Greater than 80
The signal operation at the study intersection is a fixed time operation providing for a constant amount
of green time for each roadway regardless of traffic demand. Accordingly traffic may wait on the
Sherman approaches ev en when there is no traffic utilizing the green time provided for the Crandall
approaches. Fixed time operations, especially at an intersection with a predominant traffic flow on one
roadway, may cause drivers to try and beat the red indication , resulting in rear end and right angle
accidents.
As indicate d in Table 2 below, the study intersection currently operates at good to acceptable level of
service with moderate vehicle delays. Each approach at the Crandall Street & Sherman Avenue
intersection operates at level of service “C” or better with an overall intersection level of service of “B”
during both peak hours with average delays of 18 seconds. It is noted that the “C” LOSs are only
fractions of a second above an LOS of “B”. The level of service analys is outputs are presented in
Appendix B to this report .

1 Synchro 8 Software

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The Chazen Companies
Project Number: 31348.00 January 10, 2014

Table 2 Level of Service Summary (Signalized – fixed timed )
Level of Service/Estimated Delay (Seconds per Vehicle)

Crandall Street/Sherman Avenue
fixed time Signalized
2013 Existing
Traffic Volumes
AM Peak PM Peak
Intersection Approach

C (20.1 )
B (17.4)
B (15.2)
B (18.0)
B (19.0)
C (20.3 )
B (15.8)
B (16.3)
Sherman Avenue EB
Sherman Avenue W B
Crandall Street NB
Crandall Street SB L
TR
L TR
LTR
LTR
Overall B (18.6) B (18.8)
Key: X (Y.Y) = Level of Service/Estimate Delay (Seconds per Vehicle).
NB, SB, WB, EB = Northbound, Southbound, Westbound, Eastbound intersection approaches.
LTR = Left -turn, through, and/or right -turn movements.

Since fixed timed signal operation is usually less efficient than an actuated signal operation, t he
signalized analysis was then run under a semi-actuated signal operation. This operation takes int o
account vehicle demand on the lesser volume roadway and should eliminate unnecessary delays to
Sherman Avenue traffic by only servicing traffic that is actually on Crandall Street.
As indicate d in Table 3 below, the study intersection , as a semi-actuated signal, operates at excellent to
acceptable level of service with moderate veh icle delays. The overall intersection operates at LOS “B”
during both peak periods, with t he Crandall Street approaches operating at LOS “C”, and the Sherman
Avenue , the heavier traveled roadway, at LOS “A”. The overall intersection delays (12.7 and 11.4
seconds) are less under this operation than under the current fixed time operation. The level of service
analysis outputs are presented in Appendix B to this report.

Table 3 Level of Service Summary (Signalized – Semi -actuated)
Level of Service/Estimated Delay (Seconds per Vehicle)

Crandall Street/Sherman Avenue
Semi-actuated Signalized
2013 Existing
Traffic Volumes
AM Peak PM Peak
Intersection Approach

A ( 9.3)
A (8.2 )
C (20.3 )
C ( 23.4 )
A ( 7.3)
A (7.8 )
C (22.6 )
C (23.2 )
Sherman Avenue EB
Sherman Avenue W B
Crandall Street NB
Crandall Street SB L
TR
L TR
LTR
LTR
Overall B (12.7) B (11.4)
Key: X (Y.Y) = Level of Service/Estimate Delay (Seconds per Vehicle).
NB, SB, WB, EB = Northbound, Southbound, Westbound, Eastbound intersection approaches.
LTR = Left -turn, through, and/or right -turn movements.

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Crandall Street/Sherman Avenue Intersection Page 13
The Chazen Companies
Project Number: 31348.00 January 10, 2014
An analysis of this intersection operating as a fully actuated signal with vehicle detection on all
approaches produced the same results as under the semi -actuated operation scenario.
3. 2 Signal Warrant Analysis

Traffic signal warrants are guidelines used in the determination of the need for a signal, a d ecision which
must be accompanied by engineering judgment and other factors. The same can be said of the
evaluation of an existing signal, in that removal of a signal should not be predicated simply on meeting
or not meeting the signal warrants. Other fact ors such as intersection operation without the signal and
intersection safety should be given considerable weight in the decision process.
A traffic signal warrant analysis was conducted in accordance with procedures documented in the
National Manual on Un iform Traffic Control Devices, 2009 Edition (MUTCD) by the Federal Highway
Administration. The analysis process consists of comparing the current traffic conditions with the traffic
signal warrants for an average weekday. Warrants 4- School Crossing , 5 -Pro gressive Movement, 7-
Systems Warrant , 8-Combination of Warrants and 10-Peak Hour Delay were not evaluated due to a lack
of available data or non -relevance. A discussion of the analysis for Warrant 6 – Accident Experience is
presented following Table 4.

T able 4 Signal Warrant Analysis

Time Major Street Volume
Minor Street Volume
Warrant 1 Minimum Vehicular Volume
Warrant 2 Interruption of Continuous Traffic
Warrant 9 Four Hour Volumes
Warrant 11 Peak Hour Volume
Pedestrian and Bicyclist Volume
Warrant 3 Minimum Pedestrian Volume
7:00 AM 364 80 No No No No 20 No
8:00 AM 433 141 No No No No 5 No
9:00 AM 352

59 No

— —
10:00 AM 315 72 No

— —
11:00 AM 406 70 No

— —
12:00 PM

380 68 No

— —
1:00 PM 393 88 No

— —
2:00 PM 477 95 No

8 No
3:00 PM 583 106 No

27 No
4:00 PM 494 70 No

21 No
5:00 PM 559

81 No

No
6:00 PM 392

58 No

— —
War rant Met? (Yes/No) No No No No — No

The intersection of Crandall Street and Sherman Avenue did not meet any of the applicable traffic
volume based warrants analyzed.

The accident warrant is satisfied when five or more accidents are susceptible of corre ction with the
installation of a traffic signal control. Accidents historically correctable by the installation of a traffic
signal include “Left -Turns”, “Overtaking”, and “Right Angle” types of accidents. Each year’s total is below
the minimum threshold o f five accidents per year required for the meeting of Warrant 6 -Crash
Experience. Therefore Warrant 6 – Accident Experience is not met.

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Project Number: 31348.00 January 10, 2014
3.3 Four -Way Stop Analysis

As the Crandall Street and Sherman Avenue intersection failed to meet any warrants for sig nalization, a
capacity/level of service analysis was conducted for the intersection operating under all way stop
control , as a means of assisting in the determination of appropriate traffic control for this location. Table
5 pre sents the level of service c riteria for un-signalized intersections .
Table 5 – Un -Signalized Intersection LOS Criteria
Level of Service (LOS) Control Delay Per Vehicle (seconds)
A Less than or equal to 10
B Greater than 10 and less than or equal to 15
C Greater than 15 and less than or equal to 25
D Greater than 25 and less than or equal to 35
E Greater than 35 and less than or equal to 50
F Greater than 50

As indicate d in Table 6 below, the study intersection would operate at good to excellent levels of service
with minimal vehicle delays under all way stop control. Each approach would operate at level of service
” A ” or “B” with an overall intersection level of service of “B” during both peak hours with intersection
delay of 10.7 seconds in the AM pe ak and 11.3 seconds in the PM peak. T he intersection operation is
less than 2 seconds from LOS “A” during the worst peak period.

Table 6 – Level o f Servic e Summary (All way stop control )
Level of Service/Estimated Delay (Seconds per Vehicle)

Crandall Street/Sherman Avenue
All way stop control
2013 Existing
Traffic Volumes
AM Peak PM Peak
Intersection Approach

B (11.8)
A ( 9.9)
A (8.9)
B (10.1)
B (11.3)
B (12.1)
A (9.7)
A (9.9)
Sherman Avenue EB
Sherman Avenue W B
Crandall St reet NB
Crandall Street SB L
TR
L TR
LTR
LTR
Overall B (10.7) B (11.3)
Key: X (Y.Y) = Level of Service/Estimate Delay (Seconds per Vehicle).
NB, SB, WB, EB = Northbound, Southbound, Westbound, Eastbound intersectio n approaches.
LTR = Left -turn, through, and/or right -turn movements.

These results show a better intersection operation with less vehicle delay under all way stop control
than currently experienced under fixed time traffic signal control. The all way stop control operation
also provides a slightly better operation than a semi actuated traffic signal would. The level of service
analysis outputs are presented in Appendix B to this report .

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The Chazen Companies
Project Number: 31348.00 January 10, 2014
An all way stop intersection operation slows down the overa ll intersection speed and removes the
concern for vehicles s peeding to beat a red light. Since all vehicles must stop, pedestrian crossings are
made safer as possible conflicts with vehicles moving thro ugh the intersection are decreased.
All approaches to this intersection provide good sight distance to the intersection, and consequently to
stop signs if installed. There would be no need for additional signs w arning of a new stop condition at
the intersection. Sight lines on each approach are presented pi ctorially in Appendix D.
3. 4 Accident Data Analysis
Accident data for the study intersection was obtained from the Glens Falls Police Department for the
latest available 3 -year period, from 09/30 /2010 to 09/30/2013. During this period there were a total of
11 accidents at the study intersection; one in 2010, four in 201 1, two in 2012 and four in 201 3. The
accident history shows that 10 of the 11 accidents were classified as “Rear End” (5) and “Right Angle”
( 5 ), two acci dents types usually associated with t raffic signal control. The primary contributing factors
were identified as “Following Too Cl osely” and “Driver Inattention”. There was only one “ Injury”
accident , with the rest being “Property Damage Only”.

There were no reported accidents involving ped estrians and/or bicyclists at this location within the
three year study period. Details of the three year accident history, with accident summaries and tables,
are present in the Appendix C to this report.

As previously noted in Section 3.2, this accident history does not meet the “Accident Experience”
guideline associated with the installation of a traffic signal.

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The Chazen Companies
Project Number: 31348.00 January 10, 2014
4.0 CONCLUSION S AND RECOMMENDATIONS
4.1 Conclusions
1) The intersection of Crandall Street and Sherman Avenue operates at good levels of s ervice (LOSs
of “B” and “C”) under the current fixed ti me signal operation, with vehicle delays between 15
and 20 seconds.
2) The operation would improve slightly with th e addition of vehicle detection on Crandall Street,
with LOSs of “A” and “C”, and but wit h a wider range of vehicle delays of between 7 and 23
seconds.
3) The intersection operates at excellent to good levels of service (LOS “A” and “B”) under all way
stop control, with vehicle delays decreasing to between 8 and 11 seconds.
4) Each of the three intersection operations is considered an efficient operation with acceptable
vehicle delays.
5) The results do not indicate a significant benefit to the intersection operation by upgrading the
traffic signal with vehicle detection. Nor would a change in signal timing under the current
operation result in any significant benefit.
6) A change to an all way stop control intersection would remove safety concerns for both vehicles
and pedestrians in that all vehicles must stop before traversing the intersection. This w ould help
ameliorate some vehicle to vehicle type accidents and also vehicle/pedestrian conflicts .
Pedestrians would have a clearer understanding of the requirements for vehicles to stop as
without a signal, all vehicles must stop before entering the inter section.
7) An all way stop control intersection would also be consistent with other intersections in the
local roadway network includin g Sherman Avenue at Western Avenue.
4.2 Recommendations

Based on studies conducted and the conclusions formed, the follo wing recommendations are presented.
1) It is recommended that the existing traffic signal be removed and the intersection placed under
all way stop control with appropriate signing ( “Stop” signs supplemented by “All Way” or “4
Way” signs) on each approach . The existing pavement markings (crosswalks and stop bars) are
in good condition. The stop bar locations should be reviewed in the field in regard to location
and new stop bars installed closer to the intersection if appropriate. An all way stop controlled
i ntersection would provide the following benefits.

a) Reduce vehicle delays
b) Decrease the likelihood for rea r end and right angle accidents
c) Lessen conflicts between vehicles and pedestrians

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page 17

The Chazen Companies
Project Number: 31348.00 January 10, 2014
d) Provide pedestrians with a clear understanding of the responsibility for all vehicles to stop
prior to entering the intersection.
e) Relieve the City of Glens s Falls of the responsibility for signal maintenance .

2) Based on a cursory review of the Sherman Avenue at t he Sherman Avenue and Quade
Street/Cortland Street intersection it is recommended that future consideration be given to
conduc ting an intersection evaluation, with particular emphasis on the appropriateness of
installing a traffic signal. This evaluation would complement the June 1, 2012 Glenss Falls School
District Traffic Circulation Study prepared by Resource Systems Group, Inc.

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page 18

The Chazen Companies
Project Number: 31348.00 January 10, 2014
5.0 ESTIMATED COST S – RECOMMENDED ACTION AND ALTERNATIVES
Figure 3 presents the all way stop control recommendation. Preliminary cost estim ates for the
recommended action, as well as o ther alternatives analyzed are presented.
1. All Way Stop : The recommended action would remove the existing traffic signal and install
“Stop” signs with “ All W ay” or “4 Way” supplemental signs on each intersection approach. The
sign work c ould be accomplished by the City Department of Public Works with a minimal cost
for materials. The removal of the traffic signal would cost an estimated $2,500 if contracted out.
Due to the simple single pole/mast arm signal configuration, the removal could also be
performed by City personnel.
2. Install Vehicle Detection: Under this analyzed , but not recommended, alternative , two types of
vehicle detection could be utilized at this location.
a. Detection loops in the roadway would require a system of conduit runs and pull boxes to
carry the detection cables to the signal controller, in addition to the installation of the actual
detection loops. Based on recent contract bids and the fact that this would be an isolated
installation , the cost to install vehicle detection on Crandall St reet is estimated at $ 3,750.
This does not include replacement of the signal controller/cabinet which may be necessary
and would cost a minimum of $5,000.
b. Overhead detectors, mounted on the existing signal pole would also provide acceptable
detection opera tion. Due to possible sight line restrictions it may be necessary to mount one
overhead detector on an existing utility pole with cable run overhead to the signal
controller. Installation of this type of detection is estimated at $4,250, and as per the abo ve
estimate does not include the possible replacement of the signal controller/cabinet.
3. Do Nothing : This alternative keeps the fixed time signal operation and presents no cost to the
City other than signal maintenance. Regardless, this is not t he recommended course of action

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection Page 19

The Chazen Companies
Project Number: 31348.00 January 10, 2014
Figure 3 – All Way STOP Sign Control

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection

The Chazen Companies
Project Number: 31348.00 December 8, 2013

Appendix A:
Traffic Movement Counts

File Name : 31348.00_TMC_10-30-2013_AM
Site Code : 3134800
Start Date : 10/30/2013
Page No : 1Project No.: 31348.00
Counted By: E. Droz
Intersection: Crandall St/Sherman Ave
Time: 7:00 – 9:00AM
Groups Printed- Passenger Vehicles – Heavy Vehicles – School Busses
Crandall Street
Southbound Sherman Avenue
Westbound Crandall Street
Northbound Sherman Avenue
Eastbound
Start Time Left
Thru
Right
RTOR
App. Total Left
Thru
Right
RTOR
App. Total Left
Thru
Right
RTOR
App. Total Left
Thru
Right
RTOR
App. Total Int. Total
Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
07:00 AM 8 7 4 0 19 0 21 2 1 24 1 5 0 0 6 1 40 0 0 41 90
07:15 AM 9 12 6 3 30 1 23 1 0 25 1 2 1 0 4 2 48 2 0 52 111
07:30 AM 8 14 0 0 22 2 41 3 0 46 1 8 3 1 13 1 61 2 0 64 145
07:45 AM 16 13 4 0 33 2 46 4 1 53 1 10 5 0 16 3 77 4 0 84 186
Total 41 46 14 3 104 5 131 10 2 148 4 25 9 1 39 7 226 8 0 241 532
08:00 AM 17 18 5 0 40 5 53 8 0 66 4 12 4 0 20 7 66 2 2 77 203
08:15 AM 36 16 1 0 53 2 35 3 0 40 2 3 1 0 6 2 73 1 0 76 175
08:30 AM 8 12 1 0 21 0 34 5 0 39 0 4 4 1 9 3 81 6 0 90 159
08:45 AM 8 20 2 0 30 2 46 5 0 53 1 8 5 3 17 6 56 3 0 65 165
Total 69 66 9 0 144 9 168 21 0 198 7 27 14 4 52 18 276 12 2 308 702
Grand Total 110 112 23 3 248 14 299 31 2 346 11 52 23 5 91 25 502 20 2 549 1234
Apprch %
44.4 45.2 9.3 1.2 4
86.4 9 0.6
12.1 57.1 25.3 5.5 4.6
91.4 3.6 0.4
Total % 8.9 9.1 1.9 0.2 20.1 1.1
24.2 2.5 0.2 28 0.9 4.2 1.9 0.4 7.4 2
40.7 1.6 0.2 44.5
Passenger Vehicles 109 112 22 3 246 14 279 29 2 324 11 51 23 5 90 24 492 20 2 538 1198
% Passenger Vehicles 99.1 100
95.7 100 99.2 100
93.3 93.5 100 93.6 100
98.1 100 100 98.9 96 98 100 100 98 97.1
Heavy Vehicles 1 0 0 0 1 0 16 2 0 18 0 0 0 0 0 1 6 0 0 7 26
% Heavy Vehicles 0.9 0 0 0 0.4 0 5.4 6.5 0 5.2 0 0 0 0 0 4 1.2 0 0 1.3 2.1
School Busses 0 0 1 0 1 0 4 0 0 4 0 1 0 0 1 0 4 0 0 4 10
% School Busses 0 0 4.3 0 0.4 0 1.3 0 0 1.2 0 1.9 0 0 1.1 0 0.8 0 0 0.7 0.8The Chazen Companies
547 River Street
Troy, New York, 12180
www.chazencompanies.com

File Name : 31348.00_TMC_10-30-2013_AM
Site Code : 3134800
Start Date : 10/30/2013
Page No : 2Project No.: 31348.00
Counted By: E. Droz
Intersection: Crandall St/Sherman Ave
Time: 7:00 – 9:00AM
Crandall Street
Southbound Sherman Avenue
Westbound Crandall Street
Northbound Sherman Avenue
Eastbound
Start
Time Left Thr
u Rig
ht RT
OR
App. Total Left Thr
u Rig
ht RT
OR
App. Total Left Thr
u Rig
ht RT
OR
App. Total Left Thr
u Rig
ht RT
OR
App. Total Int.
Total
Peak Hour Analysis From 07:00 AM to 08:45 AM – Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 16 13 4 0 33 2 46 4
1 53 1 10
5 0 16 3 77 4 0 84 186
08:00 AM 17
18 5 0 40
5 53 8 0
66 4 12 4 0
20 7 66 2
2 77
203
08:15 AM
36 16 1 0
53 2 35 3 0 40 2 3 1 0 6 2 73 1 0 76 175
08:30 AM 8 12 1 0 21 0 34 5 0 39 0 4 4
1 9 3
81 6 0
90 159
Total Volume 77 59 11 0 147 9 168 20 1 198 7 29 14 1 51 15 297 13 2 327 723
% App. Total 52.4 40.1 7.5 0 4.5
84.8 10.1 0.5
13.7 56.9 27.5 2 4.6
90.8 4 0.6
PHF
.535 .819 .550 .000 .693
.450 .792 .625 .250 .750
.438 .604 .700 .250 .638
.536 .917 .542 .250 .908 .890
Passenger Vehicles 76 59 11 0 146 9 155 19 1 184 7 28 14 1 50 14 291 13 2 320 700
% Passenger Vehicles 98.7 100 100 0 99.3 100
92.3 95.0 100 92.9 100
96.6 100 100 98.0
93.3 98.0 100 100 97.9 96.8
Heavy Vehicles 1 0 0 0 1 0 12 1 0 13 0 0 0 0 0 1 4 0 0 5 19
% Heavy Vehicles 1.3 0 0 0 0.7 0 7.1 5.0 0 6.6 0 0 0 0 0 6.7 1.3 0 0 1.5 2.6
School Busses 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 4
% School Busses 0 0 0 0 0 0 0.6 0 0 0.5 0 3.4 0 0 2.0 0 0.7 0 0 0.6 0.6
Crandall Street Sherman Avenue
Sherman Avenue
Crandall Street Right 11
0
0
11
Thru 59
0
0
59
Left 76
1
0
77
RTOR 0
0
0
0 InOut Total
61 146 207
2 1 3
1 0 1
64
211
147
Right19 1 0 20
Thru155 12 1 168
Left
9 0 0 9 RTOR
1 0 0 1
Out
Total
In
381
184
565
5
13
18
2
1
3
388
586
198
Left
7
0
0
7 Thru
28
0
1
29 Right
14
0
0
14 RTOR
1
0
0
1
Out TotalIn81 50 131
0 0 0
0 1 1
81 132 51
Left14 1 0 15
Thru291 4 2 297
Right13 0 0 13
RTOR
2 0 0 2
Total
Out
In
173
320
493
12
5
17
1
2
3
186
513
327 Peak Hour Begins at 07:45 AM

Passenger Vehicles
Heavy Vehicles
School BussesPeak Hour Data
NorthThe Chazen Companies
547 River Street
Troy, New York, 12180
www.chazencompanies.com

Time:
1 9– 1 9
2 10– 2 10
3 11– 3 11
4 12– 4 12
5 13– 5 13
6 14– 6 14
7 15– 7 15
8 16– 8 16
8 7 6
5
4 3 2 1
9
10
11
12
13
14
15
1616 15 14
13
12 11 10 9
1
2
3
4
5
6
7
88 7 6
5
4 3 2 1
9
10
11
12
13
14
15
1616 15 14
13
12 11 10 9
1
2
3
4
5
6
7
8
1
9– 1I 9
2 10– 2B 10
3 11– 3 11
4 12– 4I12
5 13– 5 13
6
14 — 6 14
7 15– 7 15
8 16– 8 16
Notes: B
I
—
Peak Hour was 7:45-8:45AM (Based on the Manual Vehicular Turning Movement Count)
Sherman Avenue
= Not Applicable
= Bicyclists= Pedestrians
—
—
I
Crandall Street
Crandall Street
Sherman Avenue
—
—
—
—
—
—
IIII
— —
—
—
—
—
—
—
II
II
— —
—
—
—
—
—
—
—
—
IBB
—
—
—
—
—
—
—
—
IIII
II —
—
—
—
—
—
—
—
I
B
I
—
—
—
—
—
—
Recorder:
Pedestrian Movement Count
Date:Project No.:Intersection:
10/30/20137-9AM31348.00Crandall Street & Sherman AvenueE. Droz
North

File Name : 31348.00_TMC_10-30-2013_PM
Site Code : 03134800
Start Date : 10/29/2013
Page No : 1Project No.: 31348.00
Counted By: E. Droz
Intersection: Crandall St/Sherman Ave
Time: 2:45 – 6:00PM
Groups Printed- Passenger Vehicles – Heavy Vehicles – School Busses
Crandall Street
Southbound Sherman Avenue
Westbound Crandall Street
Northbound Sherman Avenue
Eastbound
Start Time Left
Thru
Right
RTOR
App. Total Left
Thru
Right
RTOR
App. Total Left
Thru
Right
RTOR
App. Total Left
Thru
Right
RTOR
App. Total Int. Total
Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
02:45 PM 6 18 7 1 32 4 79 8 0 91 3 19 3 0 25 3 39 4 2 48 196
Total 6 18 7 1 32 4 79 8 0 91 3 19 3 0 25 3 39 4 2 48 196
03:00 PM 8 18 2 1 29 5 53 8 3 69 0 14 2 0 16 6 70 2 0 78 192
03:15 PM 2 14 3 2 21 4 60 7 1 72 3 14 2 0 19 4 60 3 1 68 180
03:30 PM 14 10 6 0 30 6 74 14 1 95 4 24 3 0 31 5 68 6 2 81 237
03:45 PM 4 13 2 0 19 4 66 6 1 77 3 14 4 2 23 2 49 1 0 52 171
Total 28 55 13 3 99 19 253 35 6 313 10 66 11 2 89 17 247 12 3 279 780
04:00 PM 4 14 6 1 25 4 59 6 0 69 4 12 3 2 21 4 51 2 1 58 173
04:15 PM 2 8 2 0 12 3 62 8 1 74 2 10 2 2 16 3 51 1 0 55 157
04:30 PM 3 9 7 3 22 2 71 10 0 83 4 20 5 1 30 3 47 1 1 52 187
04:45 PM 2 10 5 2 19 2 64 5 0 71 3 17 2 0 22 5 32 1 0 38 150
Total 11 41 20 6 78 11 256 29 1 297 13 59 12 5 89 15 181 5 2 203 667
05:00 PM 3 8 5 2 18 7 79 13 1 100 3 13 2 1 19 2 75 2 0 79 216
05:15 PM 5 7 7 3 22 2 77 6 1 86 1 13 2 1 17 1 67 2 1 71 196
05:30 PM 2 13 2 1 18 3 63 6 1 73 3 14 3 1 21 4 45 3 0 52 164
05:45 PM 4 9 4 1 18 3 68 6 0 77 3 10 3 1 17 1 43 2 1 47 159
Total 14 37 18 7 76 15 287 31 3 336 10 50 10 4 74 8 230 9 2 249 735
Grand Total 59 151 58 17 285 49 875 103 10 1037 36 194 36 11 277 43 697 30 9 779 2378
Apprch %
20.7 53
20.4 6 4.7
84.4 9.9 1 13 70 13 4 5.5
89.5 3.9 1.2
Total % 2.5 6.3 2.4 0.7 12 2.1
36.8 4.3 0.4 43.6 1.5 8.2 1.5 0.5 11.6 1.8
29.3 1.3 0.4 32.8
Passenger Vehicles 58 151 58 17 284 49 866 102 10 1027 36 193 36 11 276 42 678 30 9 759 2346
% Passenger Vehicles 98.3 100 100 100 99.6 100 99 99 100 99 100
99.5 100 100 99.6
97.7 97.3 100 100 97.4 98.7
Heavy Vehicles 1 0 0 0 1 0 4 1 0 5 0 1 0 0 1 1 11 0 0 12 19
% Heavy Vehicles 1.7 0 0 0 0.4 0 0.5 1 0 0.5 0 0.5 0 0 0.4 2.3 1.6 0 0 1.5 0.8
School Busses 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 8 0 0 8 13
% School Busses 0 0 0 0 0 0 0.6 0 0 0.5 0 0 0 0 0 0 1.1 0 0 1 0.5The Chazen Companies
547 River Street
Troy, New York, 12180
www.chazencompanies.com

File Name : 31348.00_TMC_10-30-2013_PM
Site Code : 03134800
Start Date : 10/29/2013
Page No : 2Project No.: 31348.00
Counted By: E. Droz
Intersection: Crandall St/Sherman Ave
Time: 2:45 – 6:00PM
Crandall Street
Southbound Sherman Avenue
Westbound Crandall Street
Northbound Sherman Avenue
Eastbound
Start
Time Left Thr
u Rig
ht RT
OR
App. Total Left Thr
u Rig
ht RT
OR
App. Total Left Thr
u Rig
ht RT
OR
App. Total Left Thr
u Rig
ht RT
OR
App. Total Int.
Total
Peak Hour Analysis From 02:45 PM to 05:45 PM – Peak 1 of 1
Peak Hour for Entire Intersection Begins at 02:45 PM
02:45 PM 6
18 7 1
32 4
79 8 0 91 3 19
3 0 25 3 39 4
2 48 196
03:00 PM 8 18 2 1 29 5 53 8
3 69 0 14 2 0 16
6 70 2 0 78 192
03:15 PM 2 14 3
2 21 4 60 7 1 72 3 14 2 0 19 4 60 3 1 68 180
03:30 PM
14 10 6 0 30
6 74
14 1
95 4 24 3 0
31 5 68
6 2
81 237
Total Volume 30 60 18 4 112 19 266 37 5 327 10 71 10 0 91 18 237 15 5 275 805
% App. Total 26.8 53.6 16.1 3.6 5.8
81.3 11.3 1.5 11 78 11 0 6.5
86.2 5.5 1.8
PHF
.536 .833 .643 .500 .875
.792 .842 .661 .417 .861
.625 .740 .833 .000 .734
.750 .846 .625 .625 .849 .849
Passenger Vehicles 30 60 18 4 112 19 261 36 5 321 10 70 10 0 90 18 227 15 5 265 788
% Passenger Vehicles 100 100 100 100 100 100
98.1 97.3 100 98.2 100
98.6 100 0 98.9 100
95.8 100 100 96.4 97.9
Heavy Vehicles 0 0 0 0 0 0 1 1 0 2 0 1 0 0 1 0 6 0 0 6 9
% Heavy Vehicles 0 0 0 0 0 0 0.4 2.7 0 0.6 0 1.4 0 0 1.1 0 2.5 0 0 2.2 1.1
School Busses 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 8
% School Busses 0 0 0 0 0 0 1.5 0 0 1.2 0 0 0 0 0 0 1.7 0 0 1.5 1.0
Crandall Street Sherman Avenue
Sherman Avenue
Crandall Street Right 18
0
0
18
Thru 60
0
0
60
Left 30
0
0
30
RTOR 4
0
0
4 InOut Total
124 112 236
2 0 2
0 0 0
126
238
112
Right36 1 0 37
Thru261 1 4 266
Left19 0 0 19
RTOR
5 0 0 5
Out
Total
In
267
321
588
6
2
8
4
4
8
277
604
327
Left
10
0
0
10 Thru
70
1
0
71 Right
10
0
0
10 RTOR
0
0
0
0
Out TotalIn94 90 184
0 1 1
0 0 0
94 185 91
Left18 0 0 18
Thru227 6 4 237
Right15 0 0 15
RTOR
5 0 0 5
Total
Out
In
289
265
554
1
6
7
4
4
8
294
569
275 Peak Hour Begins at 02:45 PM

Passenger Vehicles
Heavy Vehicles
School BussesPeak Hour Data
NorthThe Chazen Companies
547 River Street
Troy, New York, 12180
www.chazencompanies.com

Time:2:45-6:00PM
1 91II 9
2 10 210
3 11 311
4 12BI 4IIII 12
5 13 5I13
6 14– 6I14
7 15– 7 15
8 16– 8I16
8 7 6
5
4 3 2 1
9
10
11
12
13
14
15
1616 15 14
13
12 11 10 9
1
2
3
4
5
6
7
88 7 6
5
4 3 2 1
9
10
11
12
13
14
15
1616 15 14
13
12 11 10 9
1
2
3
4
5
6
7
8
1
919
2 10 2BBIIII 10
3 11 3IIII 11
4 12 4BIB 12
5 13BII 5 13
6 14–
6 14
7 15– 7IIII 15
8 16– 8 16
Notes: B
I
—
Peak Hour was 2:45-3:45AM (Based on the Manual Vehicular Turning Movement Count)
Recorder:
Pedestrian Movement Count
Date:Project No.:Intersection:
10/30/201331348.00Crandall Street and Sherman AvenueE. Droz
III
II
—
—
—
II
II
I
I
—
—
—
I
—
—
—
B
I
III I
B
—
—
—
I
B B
BBB BI
II
II
BI IBII
—
—
—
Crandall Street
Crandall Street
Sherman Avenue
BB
B
III
IIB
—
Sherman Avenue
= Not Applicable
= Bicyclists= Pedestrians
—
—
I
BB
North

File Name : Not Named 1
Site Code : 31348001
Start Date : 11/20/2013
Page No : 1Project No.: 31348.00
Counted By: E Droz
Intersection: Sherman Ave/Quade St
Time: 2:45 – 3:45 PM
Groups Printed- Passenger Vehicles – Heavy Vehicles – School Busses
Quade Street
Southbound Sherman Avenue
Westbound Cortland Street
Northbound Sherman Avenue
Eastbound
Start Time Left
Thru
Right
RTOR
App. Total Left
Thru
Right
RTOR
App. Total Left
Thru
Right
RTOR
App. Total Left
Thru
Right
RTOR
App. Total Int. Total
Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
02:45 PM 0 1 2 0 3 3 50 4 0 57 7 13 13 0 33 10 38 5 0 53 146
Total 0 1 2 0 3 3 50 4 0 57 7 13 13 0 33 10 38 5 0 53 146
03:00 PM 12 5 17 0 34 7 48 5 0 60 4 9 6 0 19 3 48 4 0 55 168
03:15 PM 6 8 22 0 36 7 65 3 0 75 2 8 2 0 12 9 73 2 0 84 207
03:30 PM 9 5 10 0 24 8 47 3 0 58 6 2 3 0 11 15 57 1 0 73 166
Grand Total 27 19 51 0 97 25 210 15 0 250 19 32 24 0 75 37 216 12 0 265 687
Apprch %
27.8 19.6 52.6 0 10 84 6 0
25.3 42.7 32 0 14
81.5 4.5 0
Total % 3.9 2.8 7.4 0 14.1 3.6
30.6 2.2 0 36.4 2.8 4.7 3.5 0 10.9 5.4
31.4 1.7 0 38.6
Passenger Vehicles 27 19 49 0 95 24 205 15 0 244 19 32 24 0 75 37 208 12 0 257 671
% Passenger Vehicles 100 100
96.1 0 97.9 96
97.6 100 0 97.6 100 100 100 0 100 100
96.3 100 0 97 97.7
Heavy Vehicles 0 0 1 0 1 1 4 0 0 5 0 0 0 0 0 0 7 0 0 7 13
% Heavy Vehicles 0 0 2 0 1 4 1.9 0 0 2 0 0 0 0 0 0 3.2 0 0 2.6 1.9
School Busses 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 3
% School Busses 0 0 2 0 1 0 0.5 0 0 0.4 0 0 0 0 0 0 0.5 0 0 0.4 0.4The Chazen Companies
547 River Street
Troy, New York, 12180
www.chazencompanies.com

File Name : Not Named 1
Site Code : 31348001
Start Date : 11/20/2013
Page No : 2Project No.: 31348.00
Counted By: E Droz
Intersection: Sherman Ave/Quade St
Time: 2:45 – 3:45 PM
Quade Street
Southbound Sherman Avenue
Westbound Cortland Street
Northbound Sherman Avenue
Eastbound
Start
Time Left Thr
u Rig
ht RT
OR
App. Total Left Thr
u Rig
ht RT
OR
App. Total Left Thr
u Rig
ht RT
OR
App. Total Left Thr
u Rig
ht RT
OR
App. Total Int.
Total
Peak Hour Analysis From 02:45 PM to 03:30 PM – Peak 1 of 1
Peak Hour for Entire Intersection Begins at 02:45 PM
02:45 PM 0 1 2 0 3 3 50 4 0 57
7 13 13 0
33 10 38
5 0 53 146
03:00 PM
12 5 17 0 34 7 48
5 0 60 4 9 6 0 19 3 48 4 0 55 168
03:15 PM 6
8 22 0
36 7
65 3 0
75 2 8 2 0 12 9
73 2 0
84 207
03:30 PM 9 5 10 0 24
8 47 3 0 58 6 2 3 0 11
15 57 1 0 73 166
Total Volume 27 19 51 0 97 25 210 15 0 250 19 32 24 0 75 37 216 12 0 265 687
% App. Total 27.8 19.6 52.6 0 10 84 6 0
25.3 42.7 32 0 14
81.5 4.5 0
PHF
.563 .594 .580 .000 .674
.781 .808 .750 .000 .833
.679 .615 .462 .000 .568
.617 .740 .600 .000 .789 .830
Passenger Vehicles 27 19 49 0 95 24 205 15 0 244 19 32 24 0 75 37 208 12 0 257 671
% Passenger Vehicles 100 100
96.1 0 97.9
96.0 97.6 100 0 97.6 100 100 100 0 100 100
96.3 100 0 97.0 97.7
Heavy Vehicles 0 0 1 0 1 1 4 0 0 5 0 0 0 0 0 0 7 0 0 7 13
% Heavy Vehicles 0 0 2.0 0 1.0 4.0 1.9 0 0 2.0 0 0 0 0 0 0 3.2 0 0 2.6 1.9
School Busses 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 3
% School Busses 0 0 2.0 0 1.0 0 0.5 0 0 0.4 0 0 0 0 0 0 0.5 0 0 0.4 0.4
Quade Street Sherman Avenue
Sherman Avenue
Cortland Street Right 49
1
1
51
Thru 19
0
0
19
Left 27
0
0
27
RTOR 0
0
0
0 InOut Total
84 95 179
0 1 1
0 1 1
84
181
97
Right15 0 0 15
Thru205 4 1 210
Left24 1 0 25
RTOR
0 0 0 0
Out
Total
In
259
244
503
7
5
12
1
1
2
267
517
250
Left
19
0
0
19 Thru
32
0
0
32 Right
24
0
0
24 RTOR
0
0
0
0
Out TotalIn55 75 130
1 0 1
0 0 0
56 131 75
Left37 0 0 37
Thru208 7 1 216
Right12 0 0 12
RTOR
0 0 0 0
Total
Out
In
273
257
530
5
7
12
2
1
3
280
545
265 Peak Hour Begins at 02:45 PM

Passenger Vehicles
Heavy Vehicles
School BussesPeak Hour Data
NorthThe Chazen Companies
547 River Street
Troy, New York, 12180
www.chazencompanies.com

Time:2:45-3:45PM
1 9– 1 9
2 10– 2
IIII10
3 11– 3I11
4 12– 4B 12
5 13– 5– 13
6 14– 6– 14
7 15– 7– 15
8 16– 8– 16
8 7 6
5
4 3 2 1
9
10
11
12
13
14
15
1616 15 14
13
12 11 10 9
1
2
3
4
5
6
7
88 7 6
5
4 3 2 1
9
10
11
12
13
14
15
1616 15 14
13
12 11 10 9
1
2
3
4
5
6
7
8
1
9– 1I 9
2 10– 2
IIII10
3 11– 3 11
4 12– 4I12
5 13– 5– 13
6 14– 6– 14
7 15– 7– 15
8 16– 8– 16
Notes: B
I
—
Peak Hour was 2:45-3:45AM (Based on the Manual Vehicular Turning Movement Count)
Recorder:
Pedestrian Movement Count
Date:Project No.:Intersection:
11/20/201331348.00Sherman Ave & Quade St/Cortland StE. Droz
—
—
—
—
—
—
—
—
I
—
—
—
—
—
—
—
—
—
—
—
—
III
II I
III —
—
—
—
—
—
—
—
—
—
—
—
I=0 & B=0
I=109 & B=2 I=28 & B=0
I=16 & B=1 —
—
—
—
— —
—
—
—
—
—
—-
—
—
—
— —
—
—
—
IIII
— —
—
—
—
—
—
Quade Street
Cortland Street
Sherman Avenue
—
—
—
—
—
—
—
Sherman Avenue
= Not Applicable
= Bicyclists= Pedestrians
—
—
—
—
—
North

Page 1

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment:~240ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320

Start 28-Oct-13 Northbound Southbound Combined 29-Oct- Northbound Southbound Combined
Time Mon A.M. P.M. A.M. P.M. A.M. P.M. Tue A.M. P.M. A.M. P.M. A.M. P.M.
12:00 * * * * * * 3 22 0 13 3 35
12:15 * * * * * * 4 11 0 16 4 27
12:30 * * * * * * 2 15 0 14 2 29
12:45 * * * * * * 3 18 2 25 5 43
01:00 * * * * * * 2 15 0 18 2 33
01:15 * * * * * * 0 7 0 20 0 27
01:30 * * * * * * 0 12 0 22 0 34
01:45 * * * * * * 1 15 0 28 1 43
02:00 * 18 * 16 * 34 1 11 0 22 1 33
02:15 * 20 * 16 * 36 0 32 0 17 0 49
02:30 * 26 * 19
* 45
0 22 0 28
0 50
02:45 * 21 * 25
* 46
1 27
1 28
2 55
03:00 * 25 * 32
* 57
1 33
1 26
2 59
03:15 * 32 * 29
* 61
0 27
2 29
2 56
03:30 * 26 * 14 * 40 0 45
0 25 0 70
03:45 * 23 * 26 * 49 1 19 1 26 2 45
04:00 * 31 * 18 * 49 0 29 1 21 1 50
04:15 * 23 * 14 * 37 0 13 2 14 2 27
04:30 * 22
* 21 * 43 0 38 2 21 2 59
04:45 * 30
* 27 * 57 0 28 1 14 1 42
05:00 * 29
* 14 * 43 0 32 1 19 1 51
05:15 * 37
* 19 * 56 0 21 3 19 3 40
05:30 * 19 * 14 * 33 0 25 1 21 1 46
05:45 * 17 * 17 * 34 1 21 4 22 5 43
06:00 * 22 * 12 * 34 2 16 2 24 4 40
06:15 * 20 * 4 * 24 1 17 5 14 6 31
06:30 * 10 * 15 * 25 3 17 14 14 17 31
06:45 * 14 * 14 * 28 6 16 19 6 25 22
07:00 * 7 * 11 * 18 7 9 12 3 19 12
07:15 * 11 * 11 * 22 4 15 20 8 24 23
07:30 * 7 * 5 * 12 9 7 18 4 27 11
07:45 * 9 * 6 * 15 14 11 30
5 44
16
08:00 * 8 * 3 * 11 25 10 33
5 58
15
08:15 * 7 * 4 * 11 14 7 53
9 67
16
08:30 * 9 * 7 * 16 12 6 27
2 39
8
08:45 * 10 * 2 * 12 11 6 28 4 39 10
09:00 * 6 * 3 * 9 15 10 21 7 36 17
09:15 * 10 * 3 * 13 10 5 9 7 19 12
09:30 * 8 * 2 * 10 9 4 14 5 23 9
09:45 * 10 * 6 * 16 12 6 15 2 27 8
10:00 * 3 * 4 * 7 9 2 17 3 26 5
10:15 * 4 * 8 * 12 10 6 16 1 26 7
10:30 * 4 * 2 * 6 19 3 21 2 40 5
10:45 * 2 * 2 * 4 10 1 18 4 28 5
11:00 * 6 * 3 * 9 18
6 15 3 33 9
11:15 * 1 * 3 * 4 12
2 19 2 31 4
11:30 * 1 * 2 * 3 19
2 14 2 33 4
11:45 * 0 * 0 * 0 23
1 22 0 45 1
Total 0 588 0 453 0 1041 294 723 484 644 778 1367
Day Total 588 453 1041 1017 1128 2145
% Total 0.0% 56.5% 0.0% 43.5% 13.7% 33.7% 22.6% 30.0%

Peak – – 04:30 – 02:30 – 02:30 – 11:00 02:45 07:45 02:30 07:45 02:45
Vol. – – 118 – 105 – 209 – 72 132 143 111 208 240
P.H.F. 0.797 0.820 0.857 0.720 0.733 0.675 0.957 0.776 0.857

Page 2

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment:~240ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320

Start 30-Oct-13 Northbound Southbound Combined 31-Oct- Northbound Southbound Combined
Time Wed A.M. P.M. A.M. P.M. A.M. P.M. Thu A.M. P.M. A.M. P.M. A.M. P.M.
12:00 3 13 3 13 6 26 3 15
2 25
5 40
12:15 3 19 2 16 5 35 3 18
2 12
5 30
12:30 1 24 2 21 3 45 1 15
2 23
3 38
12:45 2 19 1 22 3 41 1 18
0 25
1 43
01:00 0 18 1 28 1 46 1 12 0 17 1 29
01:15 0 18 0 21 0 39 1 19 0 10 1 29
01:30 0 10 0 23 0 33 0 0 1 0 1 0
01:45 0 15 3 23 3 38 1 0 0 0 1 0
02:00 0 13 0 17 0 30 0 0 0 0 0 0
02:15 0 15 0 23 0 38 0 0 0 0 0 0
02:30 2 17 0 22 2 39 1 0 1 0 2 0
02:45 1 18 0 25
1 43 0 0 1 0 1 0
03:00 1 32 0 32
1 64
1 0 0 0 1 0
03:15 2 19 0 37
2 56
1 0 1 0 2 0
03:30 0 29 0 29
0 58
0 * 0 * 0 *
03:45 0 23 1 24 1 47
0 * 2 * 2 *
04:00 1 25 0 11 1 36 0 * 0 * 0 *
04:15 1 27 1 20 2 47 0 * 2 * 2 *
04:30 0 21 1 25 1 46 0 * 3 * 3 *
04:45 1 24
0 30 1 54 0 * 0 * 0 *
05:00 0 35
2 25 2 60 0 * 2 * 2 *
05:15 0 31
3 31 3 62 0 * 2 * 2 *
05:30 0 23
1 17 1 40 1 * 2 * 3 *
05:45 1 23 1 19 2 42 2 * 3 * 5 *
06:00 3 21 5 13 8 34 4 * 3 * 7 *
06:15 2 18 9 24 11 42 2 * 9 * 11 *
06:30 6 15 10 13 16 28 2 * 13 * 15 *
06:45 3 12 25 11 28 23 4 * 15 * 19 *
07:00 8 18 20 13 28 31 7 * 13 * 20 *
07:15 5 14 24 13 29 27 12 * 22 * 34 *
07:30 9 10 22 10 31 20 7 * 23 * 30 *
07:45 13 6 34
9 47
15 13 * 36
* 49
*
08:00 28 15 35
7 63
22 14 * 38
* 52
*
08:15 14 11 60
5 74
16 18 * 52
* 70
*
08:30 14 6 25
5 39
11 8 * 30
* 38
*
08:45 12 9 27 5 39 14 17 * 23 * 40 *
09:00 12 7 19 10 31 17 6 * 12 * 18 *
09:15 15 2 19 3 34 5 18 * 24 * 42 *
09:30 6 13 12 2 18 15 6 * 17 * 23 *
09:45 7 13 19 4 26 17 11 * 25 * 36 *
10:00 14 4 17 6 31 10 10 * 12 * 22 *
10:15 10 9 11 5 21 14 10 * 19 * 29 *
10:30 19
2 15 1 34 3 13 * 14 * 27 *
10:45 17
6 11 4 28 10 9 * 14 * 23 *
11:00 14
8 23 3 37 11 14
* 23 * 37 *
11:15 21
5 19 3 40 8 18
* 15 * 33 *
11:30 15 1 21 3 36 4 15
* 17 * 32 *
11:45 21 0 29 2 50 2 16
* 18 * 34 *
Total 307 736 533 728 840 1464 271 97 513 112 784 209
Day Total 1043 1261 2304 368 625 993
% Total 13.3% 31.9% 23.1% 31.6% 27.3% 9.8% 51.7% 11.3%

Peak – 10:30 04:45 07:45 02:45 07:45 03:00 – 11:00 12:00 07:45 12:00 07:45 12:00
Vol. – 71 113 154 123 223 225 – 63 66 156 85 209 151
P.H.F. 0.634 0.807 0.642 0.831 0.753 0.879 0.875 0.917 0.750 0.850 0.746 0.878

ADT ADT 2,076 AADT 2,076

Page 1

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment: ~240 ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
NB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/28/13 * * * * * * * * * * * * * * * *
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 0 0 0 8 45 23 9 0 0 0 0 0 0 0 0 85
15:00 0 0 0 10 61 31 4 0 0 0 0 0 0 0 0 106
16:00 0 1 0 7 56 41 1 0 0 0 0 0 0 0 0 106
17:00 0 0 5 7 56 30 4 0 0 0 0 0 0 0 0 102
18:00 0 1 2 10 22 27 4 0 0 0 0 0 0 0 0 66
19:00 0 0 0 3 18 12 1 0 0 0 0 0 0 0 0 34
20:00 0 0 1 3 22 5 3 0 0 0 0 0 0 0 0 34
21:00 0 0 0 1 20 12 1 0 0 0 0 0 0 0 0 34
22:00 0 0 0 1 4 6 1 1 0 0 0 0 0 0 0 13
23:00 0 0 0 1 3 3 1 0 0 0 0 0 0 0 0 8
Total 0 2 8 51 307 190 29 1 0 0 0 0 0 0 0 588

Page 2

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment: ~240 ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
NB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/29/13 0 0 0 1 6 4 1 0 0 0 0 0 0 0 0 12
01:00 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3
02:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
03:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
06:00 0 0 0 0 5 7 0 0 0 0 0 0 0 0 0 12
07:00 0 0 0 3 18 13 0 0 0 0 0 0 0 0 0 34
08:00 0 0 2 6 34 17 3 0 0 0 0 0 0 0 0 62
09:00 0 0 0 5 30 11 0 0 0 0 0 0 0 0 0 46
10:00 0 0 0 2 21 23 2 0 0 0 0 0 0 0 0 48
11:00 0 0 1 5 38 27 1 0 0 0 0 0 0 0 0 72
12 PM 0 0 0 5 30 29 2 0 0 0 0 0 0 0 0 66
13:00 0 0 1 2 22 19 5 0 0 0 0 0 0 0 0 49
14:00 0 0 1 8 43 37 3 0 0 0 0 0 0 0 0 92
15:00 0 0 2 12 60 45 5 0 0 0 0 0 0 0 0 124
16:00 0 1 1 10 49 43 4 0 0 0 0 0 0 0 0 108
17:00 0 1 4 11 49 29 5 0 0 0 0 0 0 0 0 99
18:00 0 0 3 9 32 21 1 0 0 0 0 0 0 0 0 66
19:00 0 0 0 5 16 17 4 0 0 0 0 0 0 0 0 42
20:00 0 0 0 0 12 14 2 1 0 0 0 0 0 0 0 29
21:00 0 0 1 1 9 9 5 0 0 0 0 0 0 0 0 25
22:00 0 0 0 0 6 4 2 0 0 0 0 0 0 0 0 12
23:00 0 0 0 1 5 5 0 0 0 0 0 0 0 0 0 11
Total 0 2 16 86 491 376 45 1 0 0 0 0 0 0 0 1017

Page 3

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment: ~240 ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
NB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/30/13 0 0 0 0 2 6 1 0 0 0 0 0 0 0 0 9
01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3
03:00 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3
04:00 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3
05:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
06:00 0 0 0 3 5 5 1 0 0 0 0 0 0 0 0 14
07:00 0 0 2 3 20 10 0 0 0 0 0 0 0 0 0 35
08:00 0 0 0 9 33 25 0 1 0 0 0 0 0 0 0 68
09:00 0 0 0 1 22 15 2 0 0 0 0 0 0 0 0 40
10:00 0 0 0 2 35 19 4 0 0 0 0 0 0 0 0 60
11:00 0 0 8 12 30 17 4 0 0 0 0 0 0 0 0 71
12 PM 0 0 0 8 36 24 6 1 0 0 0 0 0 0 0 75
13:00 0 0 3 5 35 15 2 0 1 0 0 0 0 0 0 61
14:00 0 1 0 7 34 20 1 0 0 0 0 0 0 0 0 63
15:00 0 0 1 8 61 27 6 0 0 0 0 0 0 0 0 103
16:00 0 0 0 5 46 37 8 1 0 0 0 0 0 0 0 97
17:00 0 0 1 10 56 38 7 0 0 0 0 0 0 0 0 112
18:00 0 0 3 5 26 28 4 0 0 0 0 0 0 0 0 66
19:00 0 0 0 4 25 18 1 0 0 0 0 0 0 0 0 48
20:00 0 0 1 3 20 17 0 0 0 0 0 0 0 0 0 41
21:00 0 0 0 1 22 11 0 1 0 0 0 0 0 0 0 35
22:00 0 0 2 3 8 7 1 0 0 0 0 0 0 0 0 21
23:00 0 0 0 1 4 8 0 1 0 0 0 0 0 0 0 14
Total 0 1 21 91 523 352 49 5 1 0 0 0 0 0 0 1043

Page 4

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment: ~240 ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
NB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/31/13 0 0 0 0 3 2 3 0 0 0 0 0 0 0 0 8
01:00 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3
02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
03:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 3
06:00 0 0 0 1 6 5 0 0 0 0 0 0 0 0 0 12
07:00 0 0 2 3 22 10 2 0 0 0 0 0 0 0 0 39
08:00 0 0 0 10 26 20 1 0 0 0 0 0 0 0 0 57
09:00 0 1 1 2 14 20 3 0 0 0 0 0 0 0 0 41
10:00 0 0 0 6 21 13 2 0 0 0 0 0 0 0 0 42
11:00 0 0 0 7 33 20 3 0 0 0 0 0 0 0 0 63
12 PM 0 0 0 4 30 28 4 0 0 0 0 0 0 0 0 66
13:00 0 0 1 4 13 12 1 0 0 0 0 0 0 0 0 31
14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 * * * * * * * * * * * * * * * *
16:00 * * * * * * * * * * * * * * * *
17:00 * * * * * * * * * * * * * * * *
18:00 * * * * * * * * * * * * * * * *
19:00 * * * * * * * * * * * * * * * *
20:00 * * * * * * * * * * * * * * * *
21:00 * * * * * * * * * * * * * * * *
22:00 * * * * * * * * * * * * * * * *
23:00 * * * * * * * * * * * * * * * *
Total 0 1 4 38 172 133 20 0 0 0 0 0 0 0 0 368

Grand
Total 0 6 49 266 1493 1051 143 7 1 0 0 0 0 0 0 3016

Stats 15th Percentile : 19 MPH
50th Percentile : 24 MPH
85th Percentile : 28 MPH
95th Percentile : 31 MPH

Mean Speed(Average) : 25 MPH
10 MPH Pace Speed : 20-29 MPH
Number in Pace : 2301
Percent in Pace : 76.3%
Number of Vehicles > 30 MPH : 151
Percent of Vehicles > 30 MPH : 5.0%

Page 5

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment: ~240 ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
SB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/28/13 * * * * * * * * * * * * * * * *
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 0 0 1 11 39 23 1 1 0 0 0 0 0 0 0 76
15:00 0 1 1 18 42 34 3 2 0 0 0 0 0 0 0 101
16:00 0 0 1 17 34 21 7 0 0 0 0 0 0 0 0 80
17:00 0 0 2 10 26 23 3 0 0 0 0 0 0 0 0 64
18:00 0 0 0 9 16 18 2 0 0 0 0 0 0 0 0 45
19:00 0 0 0 5 17 9 2 0 0 0 0 0 0 0 0 33
20:00 0 0 3 4 6 3 0 0 0 0 0 0 0 0 0 16
21:00 0 0 0 3 10 1 0 0 0 0 0 0 0 0 0 14
22:00 0 0 1 7 3 3 2 0 0 0 0 0 0 0 0 16
23:00 0 0 0 1 3 4 0 0 0 0 0 0 0 0 0 8
Total 0 1 9 85 196 139 20 3 0 0 0 0 0 0 0 453

Page 6

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment: ~240 ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
SB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/29/13 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2
01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
03:00 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 4
04:00 0 0 0 1 4 1 0 0 0 0 0 0 0 0 0 6
05:00 0 0 0 0 5 3 1 0 0 0 0 0 0 0 0 9
06:00 0 1 0 3 20 14 2 0 0 0 0 0 0 0 0 40
07:00 0 0 2 14 36 25 3 0 0 0 0 0 0 0 0 80
08:00 0 2 7 35 62 31 4 0 0 0 0 0 0 0 0 141
09:00 0 0 1 12 28 14 3 1 0 0 0 0 0 0 0 59
10:00 0 0 2 11 28 24 7 0 0 0 0 0 0 0 0 72
11:00 0 0 4 9 31 19 6 1 0 0 0 0 0 0 0 70
12 PM 0 0 1 7 25 30 4 1 0 0 0 0 0 0 0 68
13:00 0 0 3 16 42 22 5 0 0 0 0 0 0 0 0 88
14:00 0 1 3 22 42 22 5 0 0 0 0 0 0 0 0 95
15:00 0 0 8 17 55 21 5 0 0 0 0 0 0 0 0 106
16:00 0 0 4 11 30 22 3 0 0 0 0 0 0 0 0 70
17:00 0 0 2 12 39 25 3 0 0 0 0 0 0 0 0 81
18:00 0 1 3 10 25 16 3 0 0 0 0 0 0 0 0 58
19:00 0 0 0 0 10 8 2 0 0 0 0 0 0 0 0 20
20:00 0 0 0 3 10 5 2 0 0 0 0 0 0 0 0 20
21:00 0 0 1 3 10 7 0 0 0 0 0 0 0 0 0 21
22:00 0 0 0 1 5 1 2 1 0 0 0 0 0 0 0 10
23:00 0 0 0 1 5 1 0 0 0 0 0 0 0 0 0 7
Total 0 5 41 190 516 312 60 4 0 0 0 0 0 0 0 1128

Page 7

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment: ~240 ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
SB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/30/13 0 0 0 0 5 3 0 0 0 0 0 0 0 0 0 8
01:00 0 0 0 0 2 1 1 0 0 0 0 0 0 0 0 4
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
05:00 0 0 0 0 2 5 0 0 0 0 0 0 0 0 0 7
06:00 0 1 0 6 14 23 5 0 0 0 0 0 0 0 0 49
07:00 0 0 5 19 42 29 4 1 0 0 0 0 0 0 0 100
08:00 0 1 8 32 68 29 7 2 0 0 0 0 0 0 0 147
09:00 0 0 3 11 25 21 7 1 1 0 0 0 0 0 0 69
10:00 0 0 0 8 24 20 2 0 0 0 0 0 0 0 0 54
11:00 0 0 0 12 49 28 1 2 0 0 0 0 0 0 0 92
12 PM 0 0 1 12 29 25 5 0 0 0 0 0 0 0 0 72
13:00 0 0 3 15 47 25 5 0 0 0 0 0 0 0 0 95
14:00 0 1 5 10 47 22 2 0 0 0 0 0 0 0 0 87
15:00 0 0 10 36 45 29 2 0 0 0 0 0 0 0 0 122
16:00 0 0 2 19 45 16 3 1 0 0 0 0 0 0 0 86
17:00 0 0 0 18 47 23 4 0 0 0 0 0 0 0 0 92
18:00 0 0 2 12 25 16 5 1 0 0 0 0 0 0 0 61
19:00 0 2 0 3 19 18 2 1 0 0 0 0 0 0 0 45
20:00 0 0 0 4 9 9 0 0 0 0 0 0 0 0 0 22
21:00 0 0 1 4 10 4 0 0 0 0 0 0 0 0 0 19
22:00 0 0 1 2 9 3 1 0 0 0 0 0 0 0 0 16
23:00 0 0 0 0 8 3 0 0 0 0 0 0 0 0 0 11
Total 0 5 41 224 573 352 56 9 1 0 0 0 0 0 0 1261

Page 8

Location: Glens Falls, NY
Road: Crandall St (North Side)
Segment: ~240 ft north of Sherman Ave
Counter: Metro5600/cp20

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
SB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/31/13 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 6
01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
02:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2
03:00 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3
04:00 0 0 0 1 1 3 0 0 0 0 0 0 0 0 0 5
05:00 0 0 0 0 3 5 1 0 0 0 0 0 0 0 0 9
06:00 0 0 0 2 19 16 3 0 0 0 0 0 0 0 0 40
07:00 0 0 2 12 41 32 7 0 0 0 0 0 0 0 0 94
08:00 0 0 4 32 58 40 9 0 0 0 0 0 0 0 0 143
09:00 0 1 1 15 36 22 3 0 0 0 0 0 0 0 0 78
10:00 0 0 3 11 27 15 3 0 0 0 0 0 0 0 0 59
11:00 0 0 2 14 40 15 2 0 0 0 0 0 0 0 0 73
12 PM 0 0 6 14 37 24 3 1 0 0 0 0 0 0 0 85
13:00 0 1 1 1 17 6 1 0 0 0 0 0 0 0 0 27
14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 * * * * * * * * * * * * * * * *
16:00 * * * * * * * * * * * * * * * *
17:00 * * * * * * * * * * * * * * * *
18:00 * * * * * * * * * * * * * * * *
19:00 * * * * * * * * * * * * * * * *
20:00 * * * * * * * * * * * * * * * *
21:00 * * * * * * * * * * * * * * * *
22:00 * * * * * * * * * * * * * * * *
23:00 * * * * * * * * * * * * * * * *
Total 0 2 19 104 285 182 32 1 0 0 0 0 0 0 0 625

Grand
Total 0 13 110 603 1570 985 168 17 1 0 0 0 0 0 0 3467

Stats 15th Percentile : 18 MPH
50th Percentile : 23 MPH
85th Percentile : 28 MPH
95th Percentile : 31 MPH

Mean Speed(Average) : 24 MPH
10 MPH Pace Speed : 20-29 MPH
Number in Pace : 2406
Percent in Pace : 69.4%
Number of Vehicles > 30 MPH : 186
Percent of Vehicles > 30 MPH : 5.4%

Page 1

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft South of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320

Start 28-Oct-13 NB SB Combined 29-Oct- NB SB Combined
Time Mon A.M. P.M. A.M. P.M. A.M. P.M. Tue A.M. P.M. A.M. P.M. A.M. P.M.
12:00 * * * * * * 2 19 2 16 4 35
12:15 * * * * * * 2 10 0 16 2 26
12:30 * * * * * * 2 13 0 15 2 28
12:45 * * * * * * 1 16 1 24 2 40
01:00 * * * * * * 2 17 1 8 3 25
01:15 * * * * * * 1 11 0 17 1 28
01:30 * * * * * * 0 12 0 21 0 33
01:45 * * * * * * 1 11 0 17 1 28
02:00 * 12 * 13 * 25 0 10 0 19 0 29
02:15 * 17 * 17 * 34 0 19 0 20 0 39
02:30 * 19 * 24
* 43
0 20 0 29
0 49
02:45 * 22
* 24
* 46
0 25
0 21
0 46
03:00 * 23
* 26
* 49
1 19
0 20
1 39
03:15 * 20
* 21
* 41
0 19
1 31
1 50
03:30 * 22
* 11 * 33 0 34
0 15 0 49
03:45 * 18 * 24 * 42 1 22 1 24 2 46
04:00 * 23 * 14 * 37 0 22 2 19 2 41
04:15 * 16 * 16 * 32 0 8 1 15 1 23
04:30 * 19 * 15 * 34 0 32 2 12 2 44
04:45 * 26 * 22 * 48 0 22 0 11 0 33
05:00 * 23 * 18 * 41 0 22 2 17 2 39
05:15 * 15 * 18 * 33 0 15 2 12 2 27
05:30 * 12 * 11 * 23 0 19 0 21 0 40
05:45 * 11 * 14 * 25 1 20 3 15 4 35
06:00 * 11 * 9 * 20 0 15 1 21 1 36
06:15 * 13 * 4 * 17 2 16 7 9 9 25
06:30 * 5 * 10 * 15 4 11 9 10 13 21
06:45 * 11 * 11 * 22 7 10 14 6 21 16
07:00 * 10 * 8 * 18 2 3 5 3 7 6
07:15 * 5 * 8 * 13 4 5 11 4 15 9
07:30 * 6 * 4 * 10 11 5 11 7 22 12
07:45 * 6 * 4 * 10 8 7 17 2 25 9
08:00 * 6 * 5 * 11 19 9 21
3 40
12
08:15 * 6 * 3 * 9 10 3 23
7 33
10
08:30 * 1 * 4 * 5 13 3 17
1 30
4
08:45 * 5 * 4 * 9 11 4 20
8 31
12
09:00 * 6 * 2 * 8 11 4 18 4 29 8
09:15 * 5 * 3 * 8 8 5 9 5 17 10
09:30 * 5 * 5 * 10 11 4 9 2 20 6
09:45 * 6 * 5 * 11 18 3 12 2 30 5
10:00 * 2 * 2 * 4 10 1 14 4 24 5
10:15 * 2 * 5 * 7 7 4 16 2 23 6
10:30 * 6 * 5 * 11 12 1 14 1 26 2
10:45 * 3 * 1 * 4 9 2 20 1 29 3
11:00 * 4 * 5 * 9 15
5 13 0 28 5
11:15 * 1 * 3 * 4 10
1 17 2 27 3
11:30 * 0 * 1 * 1 15
0 16 1 31 1
11:45 * 1 * 1 * 2 17
1 18 0 35 1
Total 0 424 0 400 0 824 248 559 350 540 598 1099
Day Total 424 400 824 807 890 1697
% Total 0.0% 51.5% 0.0% 48.5% 14.6% 32.9% 20.6% 31.8%

Peak – – 02:45 – 02:30 – 02:30 – 11:00 02:45 08:00 02:30 08:00 03:15
Vol. – – 87 – 95 – 179 – 57 97 81 101 134 186
P.H.F. 0.946 0.913 0.913 0.792 0.713 0.880 0.815 0.838 0.930

Page 2

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft South of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320

Start 30-Oct-13 NB SB Combined 31-Oct- NB SB Combined
Time Wed A.M. P.M. A.M. P.M. A.M. P.M. Thu A.M. P.M. A.M. P.M. A.M. P.M.
12:00 3 10 3 16 6 26 3 17
3 13
6 30
12:15 1 11 1 18 2 29 4 12
2 11
6 23
12:30 1 15 0 16 1 31 2 16
3 21
5 37
12:45 0 16 0 15 0 31 1 12
1 22
2 34
01:00 1 12 1 22 2 34 0 6 0 10 0 16
01:15 0 14 0 17 0 31 0 14 0 7 0 21
01:30 0 7 1 17 1 24 0 2 0 4 0 6
01:45 0 14 2 23 2 37 1 0 0 0 1 0
02:00 2 10 1 23 3 33 0 0 1 0 1 0
02:15 0 13 0 15 0 28 0 0 0 0 0 0
02:30 0 14 0 18 0 32 1 0 0 0 1 0
02:45 0 16 1 24
1 40
0 0 1 0 1 0
03:00 2 26 0 24
2 50
0 0 0 0 0 0
03:15 1 19 1 33
2 52
1 0 1 0 2 0
03:30 0 25 0 24
0 49
0 * 0 * 0 *
03:45 0 18 1 21 1 39 0 * 2 * 2 *
04:00 0 18 0 13 0 31 1 * 1 * 2 *
04:15 1 26
0 21 1 47 0 * 1 * 1 *
04:30 0 19
1 25 1 44 0 * 2 * 2 *
04:45 0 21
0 21 0 42 0 * 0 * 0 *
05:00 1 31
4 15 5 46 0 * 3 * 3 *
05:15 2 25 1 19 3 44 0 * 1 * 1 *
05:30 0 14 0 13 0 27 4 * 2 * 6 *
05:45 2 11 1 15 3 26 2 * 3 * 5 *
06:00 1 12 2 12 3 24 0 * 2 * 2 *
06:15 0 9 8 13 8 22 3 * 6 * 9 *
06:30 5 10 10 9 15 19 3 * 12 * 15 *
06:45 5 9 15 13 20 22 6 * 9 * 15 *
07:00 6 11 10 11 16 22 3 * 8 * 11 *
07:15 3 7 15 6 18 13 7 * 9 * 16 *
07:30 10 6 16 7 26 13 7 * 20 * 27 *
07:45 11 10 17 9 28 19 9 * 16
* 25 *
08:00 21 5 26
6 47
11 11
* 20
* 31
*
08:15 10 3 23
3 33
6 18
* 33
* 51
*
08:30 8 2 20
4 28
6 9
* 22
* 31
*
08:45 10 9 22
5 32
14 13
* 13 * 26
*
09:00 11 2 16 6 27 8 4 * 18 * 22 *
09:15 12 2 13 4 25 6 15 * 19 * 34 *
09:30 9 10 14 5 23 15 7 * 13 * 20 *
09:45 5 7 15 2 20 9 12 * 19 * 31 *
10:00 13 4 7 2 20 6 9 * 15 * 24 *
10:15 9 7 11 2 20 9 10 * 11 * 21 *
10:30 14 1 12 2 26 3 13 * 10 * 23 *
10:45 13 4 12 5 25 9 9 * 9 * 18 *
11:00 13
5 17 1 30 6 13 * 20 * 33 *
11:15 13
1 14 3 27 4 14 * 19 * 33 *
11:30 15
3 19 4 34 7 12 * 13 * 25 *
11:45 19
2 19 5 38 7 10 * 16 * 26 *
Total 253 546 372 607 625 1153 237 79 379 88 616 167
Day Total 799 979 1778 316 467 783
% Total 14.2% 30.7% 20.9% 34.1% 30.3% 10.1% 48.4% 11.2%

Peak – 11:00 04:15 08:00 02:45 08:00 02:45 – 08:00 12:00 07:45 12:00 08:00 12:00
Vol. – 60 97 91 105 140 191 – 51 57 91 67 139 124
P.H.F. 0.789 0.782 0.875 0.795 0.745 0.918 0.708 0.838 0.689 0.761 0.681 0.838

ADT ADT 1,622 AADT 1,622

Page 1

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft south of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
nb
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/28/13 * * * * * * * * * * * * * * * *
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 0 2 0 10 36 16 4 2 0 0 0 0 0 0 0 70
15:00 0 0 9 21 32 16 4 1 0 0 0 0 0 0 0 83
16:00 0 1 7 21 31 24 0 0 0 0 0 0 0 0 0 84
17:00 0 0 8 18 23 10 2 0 0 0 0 0 0 0 0 61
18:00 0 0 2 11 20 6 1 0 0 0 0 0 0 0 0 40
19:00 0 0 1 11 10 5 0 0 0 0 0 0 0 0 0 27
20:00 0 0 1 4 9 4 0 0 0 0 0 0 0 0 0 18
21:00 0 0 1 9 11 1 0 0 0 0 0 0 0 0 0 22
22:00 0 0 0 0 10 3 0 0 0 0 0 0 0 0 0 13
23:00 0 1 0 2 1 1 1 0 0 0 0 0 0 0 0 6
Total 0 4 29 107 183 86 12 3 0 0 0 0 0 0 0 424

Page 2

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft south of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
nb
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/29/13 0 0 0 2 3 2 0 0 0 0 0 0 0 0 0 7
01:00 0 0 0 0 2 1 1 0 0 0 0 0 0 0 0 4
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2
04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
06:00 0 1 0 2 7 3 0 0 0 0 0 0 0 0 0 13
07:00 0 0 1 8 15 1 0 0 0 0 0 0 0 0 0 25
08:00 0 0 2 18 23 8 2 0 0 0 0 0 0 0 0 53
09:00 0 0 1 8 26 13 0 0 0 0 0 0 0 0 0 48
10:00 0 0 0 12 17 8 1 0 0 0 0 0 0 0 0 38
11:00 0 0 2 14 29 10 2 0 0 0 0 0 0 0 0 57
12 PM 0 1 3 11 30 10 3 0 0 0 0 0 0 0 0 58
13:00 0 0 1 9 27 11 3 0 0 0 0 0 0 0 0 51
14:00 0 0 4 16 35 16 3 0 0 0 0 0 0 0 0 74
15:00 0 1 7 25 35 22 4 0 0 0 0 0 0 0 0 94
16:00 0 0 2 21 44 14 3 0 0 0 0 0 0 0 0 84
17:00 0 0 7 21 30 13 4 1 0 0 0 0 0 0 0 76
18:00 0 1 1 15 21 13 1 0 0 0 0 0 0 0 0 52
19:00 0 0 0 4 7 7 2 0 0 0 0 0 0 0 0 20
20:00 0 0 1 5 10 2 1 0 0 0 0 0 0 0 0 19
21:00 0 0 2 2 6 5 1 0 0 0 0 0 0 0 0 16
22:00 0 0 1 2 2 2 0 1 0 0 0 0 0 0 0 8
23:00 0 0 0 1 5 1 0 0 0 0 0 0 0 0 0 7
Total 0 4 35 198 375 162 31 2 0 0 0 0 0 0 0 807

Page 3

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft south of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
nb
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/30/13 0 0 0 1 1 1 2 0 0 0 0 0 0 0 0 5
01:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
02:00 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2
03:00 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 3
04:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
05:00 0 0 0 1 4 0 0 0 0 0 0 0 0 0 0 5
06:00 0 0 0 1 6 3 1 0 0 0 0 0 0 0 0 11
07:00 0 0 2 10 14 3 1 0 0 0 0 0 0 0 0 30
08:00 0 0 1 21 21 5 1 0 0 0 0 0 0 0 0 49
09:00 0 0 0 13 17 6 1 0 0 0 0 0 0 0 0 37
10:00 0 1 6 8 22 8 3 1 0 0 0 0 0 0 0 49
11:00 0 1 4 18 24 12 1 0 0 0 0 0 0 0 0 60
12 PM 0 0 2 7 29 10 4 0 0 0 0 0 0 0 0 52
13:00 0 0 4 10 22 6 4 1 0 0 0 0 0 0 0 47
14:00 0 0 1 16 27 9 0 0 0 0 0 0 0 0 0 53
15:00 0 1 9 32 28 14 4 0 0 0 0 0 0 0 0 88
16:00 0 1 3 26 35 17 2 0 0 0 0 0 0 0 0 84
17:00 0 0 8 21 34 18 0 0 0 0 0 0 0 0 0 81
18:00 0 0 1 9 20 6 4 0 0 0 0 0 0 0 0 40
19:00 0 1 2 8 16 7 0 0 0 0 0 0 0 0 0 34
20:00 0 1 0 4 10 4 0 0 0 0 0 0 0 0 0 19
21:00 0 0 1 5 10 4 1 0 0 0 0 0 0 0 0 21
22:00 0 0 0 3 8 4 1 0 0 0 0 0 0 0 0 16
23:00 0 0 0 1 6 4 0 0 0 0 0 0 0 0 0 11
Total 0 6 44 217 354 146 30 2 0 0 0 0 0 0 0 799

Page 4

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft south of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
nb
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/31/13 0 0 1 4 3 2 0 0 0 0 0 0 0 0 0 10
01:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
02:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
03:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
04:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1
05:00 0 0 0 2 2 1 1 0 0 0 0 0 0 0 0 6
06:00 0 0 0 2 8 2 0 0 0 0 0 0 0 0 0 12
07:00 0 0 3 7 11 5 0 0 0 0 0 0 0 0 0 26
08:00 0 2 7 17 18 7 0 0 0 0 0 0 0 0 0 51
09:00 0 1 3 6 16 9 3 0 0 0 0 0 0 0 0 38
10:00 0 0 1 10 18 9 3 0 0 0 0 0 0 0 0 41
11:00 0 0 3 9 30 6 0 1 0 0 0 0 0 0 0 49
12 PM 0 1 2 24 17 9 3 1 0 0 0 0 0 0 0 57
13:00 0 0 0 7 9 4 2 0 0 0 0 0 0 0 0 22
14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 * * * * * * * * * * * * * * * *
16:00 * * * * * * * * * * * * * * * *
17:00 * * * * * * * * * * * * * * * *
18:00 * * * * * * * * * * * * * * * *
19:00 * * * * * * * * * * * * * * * *
20:00 * * * * * * * * * * * * * * * *
21:00 * * * * * * * * * * * * * * * *
22:00 * * * * * * * * * * * * * * * *
23:00 * * * * * * * * * * * * * * * *
Total 0 4 20 88 135 55 12 2 0 0 0 0 0 0 0 316

Grand
Total 0 18 128 610 1047 449 85 9 0 0 0 0 0 0 0 2346

Stats 15th Percentile : 16 MPH
50th Percentile : 21 MPH
85th Percentile : 27 MPH
95th Percentile : 30 MPH

Mean Speed(Average) : 22 MPH
10 MPH Pace Speed : 18-27 MPH
Number in Pace : 1591
Percent in Pace : 67.8%
Number of Vehicles > 30 MPH : 94
Percent of Vehicles > 30 MPH : 4.0%

Page 5

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft south of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
sb
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/28/13 * * * * * * * * * * * * * * * *
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 0 0 4 17 47 9 0 1 0 0 0 0 0 0 0 78
15:00 0 0 2 21 35 21 3 0 0 0 0 0 0 0 0 82
16:00 0 0 2 20 38 7 0 0 0 0 0 0 0 0 0 67
17:00 0 0 1 19 29 11 1 0 0 0 0 0 0 0 0 61
18:00 0 0 0 6 17 10 1 0 0 0 0 0 0 0 0 34
19:00 0 0 1 3 17 3 0 0 0 0 0 0 0 0 0 24
20:00 0 0 1 3 11 1 0 0 0 0 0 0 0 0 0 16
21:00 0 1 2 5 7 0 0 0 0 0 0 0 0 0 0 15
22:00 0 0 0 5 6 2 0 0 0 0 0 0 0 0 0 13
23:00 0 1 2 1 3 3 0 0 0 0 0 0 0 0 0 10
Total 0 2 15 100 210 67 5 1 0 0 0 0 0 0 0 400

Page 6

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft south of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
sb
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/29/13 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 3
01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1
02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2
04:00 0 0 0 1 3 1 0 0 0 0 0 0 0 0 0 5
05:00 0 0 0 0 4 3 0 0 0 0 0 0 0 0 0 7
06:00 0 0 0 4 22 4 0 1 0 0 0 0 0 0 0 31
07:00 0 0 1 7 22 13 1 0 0 0 0 0 0 0 0 44
08:00 0 0 1 21 48 11 0 0 0 0 0 0 0 0 0 81
09:00 0 0 1 7 19 20 1 0 0 0 0 0 0 0 0 48
10:00 0 0 1 13 35 14 1 0 0 0 0 0 0 0 0 64
11:00 0 0 2 17 32 13 0 0 0 0 0 0 0 0 0 64
12 PM 0 1 1 9 37 20 3 0 0 0 0 0 0 0 0 71
13:00 0 0 0 17 29 16 1 0 0 0 0 0 0 0 0 63
14:00 0 0 3 22 49 14 1 0 0 0 0 0 0 0 0 89
15:00 0 1 1 27 50 11 0 0 0 0 0 0 0 0 0 90
16:00 0 1 1 13 29 10 3 0 0 0 0 0 0 0 0 57
17:00 0 1 2 16 36 10 0 0 0 0 0 0 0 0 0 65
18:00 0 2 3 15 18 8 0 0 0 0 0 0 0 0 0 46
19:00 0 0 1 3 11 1 0 0 0 0 0 0 0 0 0 16
20:00 0 0 3 5 8 1 2 0 0 0 0 0 0 0 0 19
21:00 0 0 1 4 6 2 0 0 0 0 0 0 0 0 0 13
22:00 0 0 1 0 5 2 0 0 0 0 0 0 0 0 0 8
23:00 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3
Total 0 6 23 205 467 175 13 1 0 0 0 0 0 0 0 890

Page 7

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft south of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
sb
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/30/13 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 4
01:00 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 4
02:00 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2
03:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2
04:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
05:00 0 0 0 2 2 1 1 0 0 0 0 0 0 0 0 6
06:00 0 0 0 3 20 12 0 0 0 0 0 0 0 0 0 35
07:00 0 0 1 5 39 12 1 0 0 0 0 0 0 0 0 58
08:00 0 0 3 27 48 11 2 0 0 0 0 0 0 0 0 91
09:00 0 0 4 13 29 10 1 1 0 0 0 0 0 0 0 58
10:00 0 0 5 11 21 4 1 0 0 0 0 0 0 0 0 42
11:00 0 1 1 19 36 10 2 0 0 0 0 0 0 0 0 69
12 PM 0 0 3 15 37 10 0 0 0 0 0 0 0 0 0 65
13:00 0 1 2 22 43 10 1 0 0 0 0 0 0 0 0 79
14:00 0 0 4 18 41 17 0 0 0 0 0 0 0 0 0 80
15:00 0 0 4 33 53 12 0 0 0 0 0 0 0 0 0 102
16:00 0 0 1 31 37 9 2 0 0 0 0 0 0 0 0 80
17:00 0 0 1 24 27 9 1 0 0 0 0 0 0 0 0 62
18:00 0 0 3 10 24 9 1 0 0 0 0 0 0 0 0 47
19:00 0 1 3 9 13 6 1 0 0 0 0 0 0 0 0 33
20:00 0 1 1 6 7 3 0 0 0 0 0 0 0 0 0 18
21:00 0 0 1 6 9 1 0 0 0 0 0 0 0 0 0 17
22:00 0 0 1 2 6 1 1 0 0 0 0 0 0 0 0 11
23:00 0 0 0 3 8 2 0 0 0 0 0 0 0 0 0 13
Total 0 4 38 260 508 153 15 1 0 0 0 0 0 0 0 979

Page 8

Location: Glens Falls, NY
Road: Crandall St (South Side)
Segment: ~90ft south of Sherman Ave
Counter: Metro5600/cp27

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
sb
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/31/13 0 0 1 4 4 0 0 0 0 0 0 0 0 0 0 9
01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2
03:00 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3
04:00 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 4
05:00 0 0 0 1 3 5 0 0 0 0 0 0 0 0 0 9
06:00 0 0 1 2 21 5 0 0 0 0 0 0 0 0 0 29
07:00 0 0 1 8 33 11 0 0 0 0 0 0 0 0 0 53
08:00 0 0 1 19 50 17 1 0 0 0 0 0 0 0 0 88
09:00 0 0 3 20 38 7 1 0 0 0 0 0 0 0 0 69
10:00 0 0 2 9 23 9 1 1 0 0 0 0 0 0 0 45
11:00 0 0 4 26 29 9 0 0 0 0 0 0 0 0 0 68
12 PM 0 0 1 20 39 7 0 0 0 0 0 0 0 0 0 67
13:00 0 0 0 8 9 3 1 0 0 0 0 0 0 0 0 21
14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 * * * * * * * * * * * * * * * *
16:00 * * * * * * * * * * * * * * * *
17:00 * * * * * * * * * * * * * * * *
18:00 * * * * * * * * * * * * * * * *
19:00 * * * * * * * * * * * * * * * *
20:00 * * * * * * * * * * * * * * * *
21:00 * * * * * * * * * * * * * * * *
22:00 * * * * * * * * * * * * * * * *
23:00 * * * * * * * * * * * * * * * *
Total 0 0 14 118 254 76 4 1 0 0 0 0 0 0 0 467

Grand
Total 0 12 90 683 1439 471 37 4 0 0 0 0 0 0 0 2736

Stats 15th Percentile : 17 MPH
50th Percentile : 22 MPH
85th Percentile : 26 MPH
95th Percentile : 29 MPH

Mean Speed(Average) : 22 MPH
10 MPH Pace Speed : 18-27 MPH
Number in Pace : 2036
Percent in Pace : 74.4%
Number of Vehicles > 30 MPH : 41
Percent of Vehicles > 30 MPH : 1.5%

Page 1

Location: Glens Falls, NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/CP38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320

Start 28-Oct-13 EB WB Combined 29-Oct- EB WB Combined
Time Mon A.M. P.M. A.M. P.M. A.M. P.M. Tue A.M. P.M. A.M. P.M. A.M. P.M.
12:00 * * * * * * 1 38 4 57 5 95
12:15 * * * * * * 2 36 5 51 7 87
12:30 * * * * * * 1 45 4 62 5 107
12:45 * * * * * * 4 59 8 48 12 107
01:00 * * * * * * 1 47 4 50 5 97
01:15 * * * * * * 1 52 4 46 5 98
01:30 * * * * * * 3 61 1 57 4 118
01:45 * * * * * * 2 59 5 52 7 111
02:00 * 50 * 59 * 109 1 47 1 62 2 109
02:15 * 41 * 66 * 107 1 39 2 47 3 86
02:30 * 46 * 68 * 114 1 66 1 90 2 156
02:45 * 44 * 62 * 106 0 46 5 82 5 128
03:00 * 76
* 85 * 161 2 79
2 68 4 147
03:15 * 83
* 63 * 146 2 63
0 72 2 135
03:30 * 51
* 75 * 126 1 76
1 86 2 162
03:45 * 61
* 69 * 130 3 71
1 76 4 147
04:00 * 62 * 78 * 140 5 55 4 75 9 130
04:15 * 55 * 83 * 138 4 54 3 72 7 126
04:30 * 60 * 82
* 142
3 56 4 78 7 134
04:45 * 55 * 84
* 139
2 40 2 68 4 108
05:00 * 51 * 93
* 144
6 71 0 94
6 165
05:15 * 63 * 86
* 149
5 72 4 78
9 150
05:30 * 53 * 75 * 128 17 56 4 77
21 133
05:45 * 53 * 67 * 120 11 47 4 71
15 118
06:00 * 43 * 56 * 99 10 60 14 66 24 126
06:15 * 51 * 65 * 116 21 56 16 54 37 110
06:30 * 41 * 44 * 85 33 45 24 43 57 88
06:45 * 46 * 47 * 93 35 40 32 53 67 93
07:00 * 43 * 45 * 88 41 29 12 45 53 74
07:15 * 22 * 48 * 70 70 27 21 37 91 64
07:30 * 22 * 33 * 55 80
24 31 32 111
56
07:45 * 21 * 21 * 42 88
16 46 34 134
50
08:00 * 25 * 35 * 60 73
27 53 23 126
50
08:15 * 20 * 22 * 42 98
21 43 22 141
43
08:30 * 24 * 31 * 55 67 14 30 41 97 55
08:45 * 18 * 30 * 48 81 7 42 25 123 32
09:00 * 23 * 28 * 51 52 13 51 31 103 44
09:15 * 14 * 14 * 28 35 9 33 20 68 29
09:30 * 11 * 18 * 29 46 22 45 20 91 42
09:45 * 10 * 20 * 30 61 11 50 17 111 28
10:00 * 12 * 22 * 34 49 5 42 19 91 24
10:15 * 9 * 11 * 20 44 5 34 18 78 23
10:30 * 11 * 16 * 27 48 10 34 8 82 18
10:45 * 10 * 8 * 18 36 8 40 9 76 17
11:00 * 8 * 11 * 19 54 11 44
10 98 21
11:15 * 5 * 7 * 12 56 1 49
3 105 4
11:30 * 6 * 7 * 13 55 7 40
6 95 13
11:45 * 3 * 3 * 6 58 0 65
7 123 7
Total 0 1402 0 1837 0 3239 1370 1803 964 2262 2334 4065
Day Total 1402 1837 3239 3173 3226 6399
% Total 0.0% 43.3% 0.0% 56.7% 21.4% 28.2% 15.1% 35.3%

Peak – – 03:00 – 04:30 – 04:30 – 07:30 03:00 11:00 05:00 07:30 03:00
Vol. – – 271 – 345 – 574 – 339 289 198 320 512 591
P.H.F. 0.816 0.927 0.963 0.865 0.915 0.762 0.851 0.908 0.912

Page 2

Location: Glens Falls, NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/CP38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320

Start 30-Oct-13 EB WB Combined 31-Oct- EB WB Combined
Time Wed A.M. P.M. A.M. P.M. A.M. P.M. Thu A.M. P.M. A.M. P.M. A.M. P.M.
12:00 7 53 3 60 10 113 5 63
7 55 12 118
12:15 0 50 4 61 4 111 3 52
6 46
9 98
12:30 3 53 4 61 7 114 2 55
2 65
4 120
12:45 1 55 4 53 5 108 1 54
4 61
5 115
01:00 1 60 3 55 4 115 0 54 2 62
2 116
01:15 0 60 2 62 2 122 1 34 2 39 3 73
01:30 3 50 2 42 5 92 1 0 3 0 4 0
01:45 1 49 5 54 6 103 5 0 1 0 6 0
02:00 2 43 1 68 3 111 2 0 6 0 8 0
02:15 2 55 4 63 6 118 1 0 2 0 3 0
02:30 2 54 4 73 6 127 1 0 1 0 2 0
02:45 0 48 1 68 1 116 1 0 3 0 4 0
03:00 2 61
4 82 6 143 1 0 1 0 2 0
03:15 2 82
3 70 5 152 1 0 0 0 1 0
03:30 0 76
1 76 1 152 0 * 2 * 2 *
03:45 1 54
2 69 3 123 1 * 1 * 2 *
04:00 2 56 5 78 7 134 7 * 6 * 13 *
04:15 2 75 2 82
4 157
1 * 4 * 5 *
04:30 2 56 3 80
5 136
2 * 3 * 5 *
04:45 1 70 7 93
8 163
5 * 0 * 5 *
05:00 6 66 3 91
9 157
6 * 1 * 7 *
05:15 13 64 5 82 18 146 10 * 6 * 16 *
05:30 14 54 8 64 22 118 17 * 7 * 24 *
05:45 12 63 7 77 19 140 8 * 4 * 12 *
06:00 10 46 14 58 24 104 13 * 13 * 26 *
06:15 17 45 15 54 32 99 19 * 13 * 32 *
06:30 25 35 17 70 42 105 31 * 22 * 53 *
06:45 42 45 24 39 66 84 38 * 21 * 59 *
07:00 33 38 25 60 58 98 46 * 20 * 66 *
07:15 62 32 24 39 86 71 68 * 26 * 94 *
07:30 70 30 35 45 105 75 72
* 41 * 113
*
07:45 93
29 50
39 143
68 87
* 59 * 146
*
08:00 75
28 74
38 149
66 87
* 49 * 136
*
08:15 117
17 52
23 169
40 83
* 52 * 135
*
08:30 79
19 41
39 120
58 64 * 33 * 97 *
08:45 76 27 49 38 125 65 71 * 56 * 127 *
09:00 57 16 40 30 97 46 55 * 40 * 95 *
09:15 54 24 46 20 100 44 56 * 39 * 95 *
09:30 47 16 41 25 88 41 45 * 29 * 74 *
09:45 31 15 43 30 74 45 58 * 41 * 99 *
10:00 58 12 52 15 110 27 39 * 39 * 78 *
10:15 41 16 38 17 79 33 48 * 44 * 92 *
10:30 44 7 47 11 91 18 41 * 44 * 85 *
10:45 49 7 51 13 100 20 34 * 54 * 88 *
11:00 56 11 48 11 104 22 52 * 51
* 103 *
11:15 58 7 58 19 116 26 48 * 63
* 111 *
11:30 67 5 53 6 120 11 46 * 50
* 96 *
11:45 46 6 52 6 98 12 47 * 57
* 104 *
Total 1386 1940 1076 2409 2462 4349 1330 312 1030 328 2360 640
Day Total 3326 3485 6811 1642 1358 3000
% Total 20.3% 28.5% 15.8% 35.4% 44.3% 10.4% 34.3% 10.9%

Peak – 07:45 03:00 07:45 04:15 07:45 04:15 – 07:30 12:00 11:00 00:15 07:30 12:00
Vol. – 364 273 217 346 581 613 – 329 224 221 234 530 451
P.H.F. 0.778 0.832 0.733 0.930 0.859 0.940 0.945 0.889 0.877 0.900 0.908 0.940

ADT ADT 6,256 AADT 6,256

Page 1

Location: Glens Falls NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/cp38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
EB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/28/13 * * * * * * * * * * * * * * * *
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 0 0 1 6 45 98 25 6 0 0 0 0 0 0 0 181
15:00 0 0 1 29 98 106 30 6 1 0 0 0 0 0 0 271
16:00 0 3 2 9 80 101 35 1 1 0 0 0 0 0 0 232
17:00 0 0 1 7 62 114 34 2 0 0 0 0 0 0 0 220
18:00 0 0 1 4 47 111 16 1 1 0 0 0 0 0 0 181
19:00 0 0 0 3 33 60 12 0 0 0 0 0 0 0 0 108
20:00 0 0 0 0 21 47 17 2 0 0 0 0 0 0 0 87
21:00 0 0 0 0 4 31 22 1 0 0 0 0 0 0 0 58
22:00 0 0 0 1 11 18 11 1 0 0 0 0 0 0 0 42
23:00 0 0 0 1 2 11 6 2 0 0 0 0 0 0 0 22
Total 0 3 6 60 403 697 208 22 3 0 0 0 0 0 0 1402

Page 2

Location: Glens Falls NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/cp38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
EB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/29/13 0 0 0 0 2 6 0 0 0 0 0 0 0 0 0 8
01:00 0 0 0 0 1 5 1 0 0 0 0 0 0 0 0 7
02:00 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3
03:00 0 1 0 0 2 5 0 0 0 0 0 0 0 0 0 8
04:00 0 0 1 0 2 8 3 0 0 0 0 0 0 0 0 14
05:00 0 0 0 0 0 23 13 3 0 0 0 0 0 0 0 39
06:00 0 0 0 0 19 61 17 2 0 0 0 0 0 0 0 99
07:00 0 0 1 4 88 141 41 4 0 0 0 0 0 0 0 279
08:00 0 0 1 5 94 177 39 3 0 0 0 0 0 0 0 319
09:00 0 0 0 3 69 81 37 4 0 0 0 0 0 0 0 194
10:00 0 0 3 7 50 86 29 1 1 0 0 0 0 0 0 177
11:00 0 0 5 9 73 102 33 1 0 0 0 0 0 0 0 223
12 PM 0 2 1 8 62 75 28 2 0 0 0 0 0 0 0 178
13:00 0 0 2 17 52 120 26 2 0 0 0 0 0 0 0 219
14:00 0 1 8 10 55 95 24 5 0 0 0 0 0 0 0 198
15:00 0 2 6 38 103 115 25 0 0 0 0 0 0 0 0 289
16:00 0 0 4 9 43 113 35 1 0 0 0 0 0 0 0 205
17:00 0 0 2 13 70 127 30 4 0 0 0 0 0 0 0 246
18:00 0 0 0 7 69 96 27 2 0 0 0 0 0 0 0 201
19:00 0 0 0 1 17 52 21 4 1 0 0 0 0 0 0 96
20:00 0 0 0 1 9 34 22 3 0 0 0 0 0 0 0 69
21:00 0 0 0 2 2 33 17 1 0 0 0 0 0 0 0 55
22:00 0 0 0 0 2 15 9 2 0 0 0 0 0 0 0 28
23:00 0 0 0 1 3 8 6 1 0 0 0 0 0 0 0 19
Total 0 6 34 135 889 1579 483 45 2 0 0 0 0 0 0 3173

Page 3

Location: Glens Falls NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/cp38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
EB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/30/13 0 0 0 0 2 6 3 0 0 0 0 0 0 0 0 11
01:00 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 5
02:00 0 0 0 0 2 1 3 0 0 0 0 0 0 0 0 6
03:00 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 5
04:00 0 0 0 0 3 4 0 0 0 0 0 0 0 0 0 7
05:00 0 0 1 0 2 19 18 4 1 0 0 0 0 0 0 45
06:00 0 0 0 0 13 48 29 4 0 0 0 0 0 0 0 94
07:00 0 0 0 10 81 120 42 5 0 0 0 0 0 0 0 258
08:00 0 1 1 14 141 157 32 0 1 0 0 0 0 0 0 347
09:00 0 0 5 9 51 95 28 1 0 0 0 0 0 0 0 189
10:00 0 0 5 8 57 93 25 3 0 1 0 0 0 0 0 192
11:00 0 0 3 19 67 106 31 1 0 0 0 0 0 0 0 227
12 PM 0 0 1 0 51 124 32 3 0 0 0 0 0 0 0 211
13:00 0 1 3 13 59 114 29 0 0 0 0 0 0 0 0 219
14:00 0 0 1 6 59 107 24 3 0 0 0 0 0 0 0 200
15:00 0 1 2 19 112 118 17 4 0 0 0 0 0 0 0 273
16:00 0 0 0 4 72 138 41 2 0 0 0 0 0 0 0 257
17:00 0 1 2 6 49 150 34 5 0 0 0 0 0 0 0 247
18:00 0 0 0 7 55 83 22 3 1 0 0 0 0 0 0 171
19:00 0 0 0 1 36 59 31 2 0 0 0 0 0 0 0 129
20:00 0 0 0 0 24 49 16 1 1 0 0 0 0 0 0 91
21:00 0 1 0 0 17 29 20 4 0 0 0 0 0 0 0 71
22:00 0 0 0 0 2 28 11 1 0 0 0 0 0 0 0 42
23:00 0 0 0 0 2 14 13 0 0 0 0 0 0 0 0 29
Total 0 5 24 116 961 1668 501 46 4 1 0 0 0 0 0 3326

Page 4

Location: Glens Falls NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/cp38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
EB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/31/13 0 0 0 0 1 5 5 0 0 0 0 0 0 0 0 11
01:00 0 0 0 0 2 3 2 0 0 0 0 0 0 0 0 7
02:00 0 0 0 0 1 2 1 1 0 0 0 0 0 0 0 5
03:00 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3
04:00 0 0 1 0 4 5 3 2 0 0 0 0 0 0 0 15
05:00 0 0 0 0 2 19 16 4 0 0 0 0 0 0 0 41
06:00 0 0 0 5 15 61 19 1 0 0 0 0 0 0 0 101
07:00 0 0 0 9 73 145 42 4 0 0 0 0 0 0 0 273
08:00 0 0 1 16 96 153 33 6 0 0 0 0 0 0 0 305
09:00 0 0 0 8 73 101 25 7 0 0 0 0 0 0 0 214
10:00 0 0 0 7 53 69 32 1 0 0 0 0 0 0 0 162
11:00 0 1 0 5 64 104 18 1 0 0 0 0 0 0 0 193
12 PM 0 0 2 15 80 97 29 1 0 0 0 0 0 0 0 224
13:00 0 2 4 13 21 38 8 0 0 0 1 0 0 0 1 88
14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 * * * * * * * * * * * * * * * *
16:00 * * * * * * * * * * * * * * * *
17:00 * * * * * * * * * * * * * * * *
18:00 * * * * * * * * * * * * * * * *
19:00 * * * * * * * * * * * * * * * *
20:00 * * * * * * * * * * * * * * * *
21:00 * * * * * * * * * * * * * * * *
22:00 * * * * * * * * * * * * * * * *
23:00 * * * * * * * * * * * * * * * *
Total 0 3 8 78 487 803 233 28 0 0 1 0 0 0 1 1642

Grand
Total 0 17 72 389 2740 4747 1425 141 9 1 1 0 0 0 1 9543

Stats 15th Percentile : 21 MPH
50th Percentile : 26 MPH
85th Percentile : 30 MPH
95th Percentile : 34 MPH

Mean Speed(Average) : 27 MPH
10 MPH Pace Speed : 22-31 MPH
Number in Pace : 6996
Percent in Pace : 73.3%
Number of Vehicles > 30 MPH : 1578
Percent of Vehicles > 30 MPH : 16.5%

Page 5

Location: Glens Falls NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/cp38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
WB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/28/13 * * * * * * * * * * * * * * * *
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 0 3 5 19 70 117 38 3 0 0 0 0 0 0 0 255
15:00 0 1 11 30 93 130 23 4 0 0 0 0 0 0 0 292
16:00 0 8 21 51 92 114 37 4 0 0 0 0 0 0 0 327
17:00 0 12 17 52 99 106 30 5 0 0 0 0 0 0 0 321
18:00 0 0 2 15 68 95 31 1 0 0 0 0 0 0 0 212
19:00 0 0 1 6 47 66 25 1 1 0 0 0 0 0 0 147
20:00 0 1 0 4 33 54 22 4 0 0 0 0 0 0 0 118
21:00 0 0 0 4 19 34 18 5 0 0 0 0 0 0 0 80
22:00 0 0 2 0 9 29 15 2 0 0 0 0 0 0 0 57
23:00 0 0 0 0 6 12 7 3 0 0 0 0 0 0 0 28
Total 0 25 59 181 536 757 246 32 1 0 0 0 0 0 0 1837

Page 6

Location: Glens Falls NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/cp38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
WB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/29/13 0 0 0 0 3 11 6 1 0 0 0 0 0 0 0 21
01:00 0 0 0 0 5 4 3 2 0 0 0 0 0 0 0 14
02:00 0 0 0 0 2 3 3 1 0 0 0 0 0 0 0 9
03:00 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 4
04:00 0 0 0 0 0 4 7 2 0 0 0 0 0 0 0 13
05:00 0 0 0 0 0 3 5 4 0 0 0 0 0 0 0 12
06:00 0 0 0 2 23 37 20 4 0 0 0 0 0 0 0 86
07:00 0 0 0 3 32 41 31 3 0 0 0 0 0 0 0 110
08:00 0 0 3 11 53 78 21 2 0 0 0 0 0 0 0 168
09:00 0 0 1 11 56 78 30 2 1 0 0 0 0 0 0 179
10:00 0 0 1 5 52 67 22 2 1 0 0 0 0 0 0 150
11:00 0 0 2 9 55 105 27 0 0 0 0 0 0 0 0 198
12 PM 0 2 0 8 66 106 35 1 0 0 0 0 0 0 0 218
13:00 0 0 2 17 52 102 26 5 1 0 0 0 0 0 0 205
14:00 0 2 6 46 83 95 46 2 1 0 0 0 0 0 0 281
15:00 0 2 13 46 114 92 34 1 0 0 0 0 0 0 0 302
16:00 0 1 17 30 103 109 26 6 1 0 0 0 0 0 0 293
17:00 0 7 20 65 98 102 27 1 0 0 0 0 0 0 0 320
18:00 0 1 5 12 67 107 22 2 0 0 0 0 0 0 0 216
19:00 0 1 3 5 38 75 25 1 0 0 0 0 0 0 0 148
20:00 0 0 0 3 18 57 29 4 0 0 0 0 0 0 0 111
21:00 0 1 0 2 12 46 24 3 0 0 0 0 0 0 0 88
22:00 0 0 0 0 8 22 18 4 2 0 0 0 0 0 0 54
23:00 0 0 0 2 4 11 8 1 0 0 0 0 0 0 0 26
Total 0 17 73 277 945 1356 496 55 7 0 0 0 0 0 0 3226

Page 7

Location: Glens Falls NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/cp38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
WB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/30/13 0 0 0 1 0 11 3 0 0 0 0 0 0 0 0 15
01:00 0 0 0 1 1 4 6 0 0 0 0 0 0 0 0 12
02:00 0 0 0 0 0 3 5 2 0 0 0 0 0 0 0 10
03:00 0 0 0 0 1 4 3 2 0 0 0 0 0 0 0 10
04:00 0 0 0 0 2 5 7 2 1 0 0 0 0 0 0 17
05:00 0 0 0 1 1 9 9 3 0 0 0 0 0 0 0 23
06:00 0 0 0 2 10 36 19 3 0 0 0 0 0 0 0 70
07:00 0 0 2 11 43 54 23 1 0 0 0 0 0 0 0 134
08:00 0 2 9 26 71 83 22 2 1 0 0 0 0 0 0 216
09:00 0 0 2 16 47 78 25 2 0 0 0 0 0 0 0 170
10:00 0 0 11 23 46 78 29 1 0 0 0 0 0 0 0 188
11:00 0 0 4 27 48 96 31 5 0 0 0 0 0 0 0 211
12 PM 0 0 2 16 74 103 35 5 0 0 0 0 0 0 0 235
13:00 0 1 8 25 73 82 22 2 0 0 0 0 0 0 0 213
14:00 0 2 12 30 89 105 30 4 0 0 0 0 0 0 0 272
15:00 0 2 3 42 103 112 31 4 0 0 0 0 0 0 0 297
16:00 0 2 10 35 108 131 46 1 0 0 0 0 0 0 0 333
17:00 0 1 7 56 109 91 47 3 0 0 0 0 0 0 0 314
18:00 0 0 3 15 79 90 31 3 0 0 0 0 0 0 0 221
19:00 0 0 3 24 53 71 29 3 0 0 0 0 0 0 0 183
20:00 0 1 0 2 30 73 28 4 0 0 0 0 0 0 0 138
21:00 0 0 2 6 15 54 24 3 1 0 0 0 0 0 0 105
22:00 0 0 1 4 13 25 10 2 1 0 0 0 0 0 0 56
23:00 0 0 0 0 9 16 14 2 1 0 0 0 0 0 0 42
Total 0 11 79 363 1025 1414 529 59 5 0 0 0 0 0 0 3485

Page 8

Location: Glens Falls NY
Road: Sherman Ave (East Side)
Segment: ~180ft East of Crandall St
Counter: Metro5600/cp38

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
WB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/31/13 0 0 1 0 2 10 4 1 0 1 0 0 0 0 0 19
01:00 0 0 0 0 0 4 3 1 0 0 0 0 0 0 0 8
02:00 0 0 0 0 4 2 4 2 0 0 0 0 0 0 0 12
03:00 0 0 0 0 0 1 2 1 0 0 0 0 0 0 0 4
04:00 0 0 0 0 1 4 5 2 1 0 0 0 0 0 0 13
05:00 0 0 0 1 1 7 5 2 2 0 0 0 0 0 0 18
06:00 0 0 0 1 17 35 14 2 0 0 0 0 0 0 0 69
07:00 0 0 0 11 51 60 22 1 1 0 0 0 0 0 0 146
08:00 0 2 4 17 48 92 24 3 0 0 0 0 0 0 0 190
09:00 0 1 0 12 43 57 31 5 0 0 0 0 0 0 0 149
10:00 0 0 3 13 55 84 25 1 0 0 0 0 0 0 0 181
11:00 0 0 2 15 88 86 25 4 1 0 0 0 0 0 0 221
12 PM 0 0 5 41 76 84 18 2 1 0 0 0 0 0 0 227
13:00 0 1 2 8 42 41 6 0 0 0 0 0 0 0 1 101
14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 * * * * * * * * * * * * * * * *
16:00 * * * * * * * * * * * * * * * *
17:00 * * * * * * * * * * * * * * * *
18:00 * * * * * * * * * * * * * * * *
19:00 * * * * * * * * * * * * * * * *
20:00 * * * * * * * * * * * * * * * *
21:00 * * * * * * * * * * * * * * * *
22:00 * * * * * * * * * * * * * * * *
23:00 * * * * * * * * * * * * * * * *
Total 0 4 17 119 428 567 188 27 6 1 0 0 0 0 1 1358

Grand
Total 0 57 228 940 2934 4094 1459 173 19 1 0 0 0 0 1 9906

Stats 15th Percentile : 20 MPH
50th Percentile : 25 MPH
85th Percentile : 30 MPH
95th Percentile : 34 MPH

Mean Speed(Average) : 26 MPH
10 MPH Pace Speed : 22-31 MPH
Number in Pace : 6544
Percent in Pace : 66.1%
Number of Vehicles > 30 MPH : 1653
Percent of Vehicles > 30 MPH : 16.7%

Page 1

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft west of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320

Start 28-Oct-13 EB WB Combined 29-Oct- EB WB Combined
Time Mon A.M. P.M. A.M. P.M. A.M. P.M. Tue A.M. P.M. A.M. P.M. A.M. P.M.
12:00 * * * * * * 2 35 2 48 4 83
12:15 * * * * * * 2 30 3 46 5 76
12:30 * * * * * * 2 46 3 59 5 105
12:45 * * * * * * 2 51 7 43 9 94
01:00 * 18 * 21 * 39 2 42 4 52 6 94
01:15 * 44 * 44 * 88 1 46 5 45 6 91
01:30 * 52 * 41 * 93 3 51 1 48 4 99
01:45 * 52 * 32 * 84 1 49 4 46 5 95
02:00 * 49 * 49 * 98 1 43 0 62 1 105
02:15 * 34 * 49 * 83 1 49 2 48 3 97
02:30 * 48 * 56 * 104 1 60 1 73 2 133
02:45 * 40 * 61 * 101 0 44 5 82 5 126
03:00 * 72
* 73 * 145 1 80
2 63 3 143
03:15 * 72
* 54 * 126 2 68
1 64 3 132
03:30 * 50
* 72 * 122 1 74
0 76 1 150
03:45 * 64
* 65 * 129 3 59
2 66 5 125
04:00 * 67 * 73 * 140 4 55 3 78 7 133
04:15 * 53 * 71 * 124 4 58 4 65 8 123
04:30 * 53 * 75
* 128
3 49 4 71
7 120
04:45 * 55 * 85
* 140
2 39 3 69
5 108
05:00 * 54 * 87
* 141
7 73 0 91
7 164
05:15 * 60 * 75
* 135
6 65 4 71
10 136
05:30 * 50 * 63 * 113 15 56 6 71 21 127
05:45 * 53 * 62 * 115 10 45 4 67 14 112
06:00 * 46 * 52 * 98 13 52 13 61 26 113
06:15 * 52 * 57 * 109 22 44 20 53 42 97
06:30 * 39 * 41 * 80 28 46 23 39 51 85
06:45 * 44 * 49 * 93 33 34 36 43 69 77
07:00 * 39 * 47 * 86 41 28 14 40 55 68
07:15 * 20 * 45 * 65 69 26 24 30 93 56
07:30 * 24 * 32 * 56 62
27 32
29 94
56
07:45 * 20 * 22 * 42 82
17 45
36 127
53
08:00 * 26 * 26 * 52 65
22 57
22 122
44
08:15 * 16 * 19 * 35 71
22 45
20 116
42
08:30 * 22 * 24 * 46 62 13 31 38 93 51
08:45 * 20 * 25 * 45 67 8 35 19 102 27
09:00 * 21 * 25 * 46 44 13 46 25 90 38
09:15 * 17 * 10 * 27 34 11 34 20 68 31
09:30 * 10 * 12 * 22 41 16 44 22 85 38
09:45 * 9 * 16 * 25 54 11 43 15 97 26
10:00 * 9 * 23 * 32 38 5 36 15 74 20
10:15 * 11 * 13 * 24 43 5 27 15 70 20
10:30 * 11 * 11 * 22 42 11 33 7 75 18
10:45 * 9 * 9 * 18 42 5 37 9 79 14
11:00 * 10 * 9 * 19 49 7 39 10 88 17
11:15 * 5 * 7 * 12 51 2 46 3 97 5
11:30 * 7 * 6 * 13 56 7 33 6 89 13
11:45 * 1 * 2 * 3 52 0 60 7 112 7
Total 0 1528 0 1790 0 3318 1237 1699 923 2088 2160 3787
Day Total 1528 1790 3318 2936 3011 5947
% Total 0.0% 46.1% 0.0% 53.9% 20.8% 28.6% 15.5% 35.1%

Peak – – 03:00 – 04:30 – 04:30 – 07:30 03:00 07:30 04:30 07:30 02:45
Vol. – – 258 – 322 – 544 – 280 281 179 302 459 551
P.H.F. 0.896 0.925 0.965 0.854 0.878 0.785 0.830 0.904 0.918

Page 2

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft west of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320

Start 30-Oct-13 EB WB Combined 31-Oct- EB WB Combined
Time Wed A.M. P.M. A.M. P.M. A.M. P.M. Thu A.M. P.M. A.M. P.M. A.M. P.M.
12:00 6 42 2 57 8 99 6 49
7 56
13 105
12:15 1 54 3 51 4 105 1 53
5 39
6 92
12:30 1 47 3 55 4 102 3 49
2 55
5 104
12:45 1 48 2 48 3 96 1 54
2 59
3 113
01:00 2 59 6 49 8 108 0 47 1 54 1 101
01:15 0 54 2 50 2 104 2 16 2 24 4 40
01:30 3 43 1 42 4 85 1 0 4 0 5 0
01:45 1 43 5 44 6 87 5 0 1 0 6 0
02:00 2 40 1 59 3 99 2 0 5 0 7 0
02:15 2 47 3 50 5 97 1 0 2 0 3 0
02:30 3 49 3 72 6 121 0 0 1 0 1 0
02:45 1 42 1 66 2 108 1 0 3 0 4 0
03:00 1 57 3 75 4 132 1 0 0 0 1 0
03:15 3 70 3 71 6 141 1 0 0 0 1 0
03:30 0 73
1 70 1 143 0 * 2 * 2 *
03:45 2 53
1 62 3 115 0 * 0 * 0 *
04:00 1 53
5 74 6 127 6 * 6 * 12 *
04:15 3 75
3 74 6 149
1 * 5 * 6 *
04:30 1 49 3 73
4 122
3 * 4 * 7 *
04:45 1 64 6 87
7 151
5 * 0 * 5 *
05:00 7 61 3 99
10 160
6 * 1 * 7 *
05:15 10 60 6 80
16 140 10 * 7 * 17 *
05:30 14 56 10 67 24 123 15 * 9 * 24 *
05:45 11 61 6 65 17 126 8 * 4 * 12 *
06:00 11 46 16 51 27 97 13 * 11 * 24 *
06:15 19 47 13 56 32 103 17 * 15 * 32 *
06:30 28 29 22 63 50 92 30 * 22 * 52 *
06:45 33 42 29 32 62 74 31 * 25 * 56 *
07:00 33 39 28 47 61 86 45 * 20 * 65 *
07:15 50 29 26 41 76 70 60 * 25 * 85 *
07:30 59 30 36 40 95 70 65
* 39 * 104
*
07:45 80
20 42 37 122
57 63
* 50 * 113
*
08:00 67
29 65
32 132
61 74
* 55
* 129
*
08:15 80
19 53
21 133
40 70
* 56
* 126
*
08:30 78
19 35
34 113
53 56 * 34
* 90 *
08:45 68 22 46
33 114 55 66 * 57
* 123 *
09:00 48 13 34 27 82 40 56 * 32 * 88 *
09:15 43 25 40 20 83 45 50 * 32 * 82 *
09:30 44 14 35 18 79 32 42 * 33 * 75 *
09:45 34 13 45 23 79 36 47 * 37 * 84 *
10:00 42 11 43 17 85 28 36 * 34 * 70 *
10:15 37 16 35 18 72 34 40 * 47 * 87 *
10:30 44 7 36 8 80 15 35 * 42 * 77 *
10:45 42 8 44 10 86 18 29 * 47 * 76 *
11:00 48 9 43 9 91 18 44 * 41 * 85 *
11:15 49 9 46 14 95 23 48 * 58 * 106 *
11:30 53 5 47 9 100 14 39 * 46 * 85 *
11:45 42 5 49 4 91 9 43 * 51 * 94 *
Total 1209 1806 990 2204 2199 4010 1178 268 982 287 2160 555
Day Total 3015 3194 6209 1446 1269 2715
% Total 19.5% 29.1% 15.9% 35.5% 43.4% 9.9% 36.2% 10.6%

Peak – 07:45 03:30 08:00 04:30 07:45 04:15 – 07:30 12:00 08:00 12:00 07:30 12:00
Vol. – 305 254 199 339 500 582 – 272 205 202 209 472 414
P.H.F. 0.953 0.847 0.765 0.856 0.940 0.909 0.919 0.949 0.886 0.886 0.915 0.916

ADT ADT 5,754 AADT 5,754

Page 1

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft West of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
EB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/28/13 * * * * * * * * * * * * * * * *
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 0 0 0 3 18 79 50 14 2 0 0 0 0 0 0 166
14:00 0 0 1 2 20 80 61 6 0 1 0 0 0 0 0 171
15:00 0 0 1 14 41 118 73 9 2 0 0 0 0 0 0 258
16:00 0 0 1 9 50 105 50 13 0 0 0 0 0 0 0 228
17:00 0 0 0 7 48 107 50 5 0 0 0 0 0 0 0 217
18:00 0 0 3 6 55 84 27 6 0 0 0 0 0 0 0 181
19:00 0 0 0 1 12 55 29 6 0 0 0 0 0 0 0 103
20:00 0 0 0 1 8 36 34 4 1 0 0 0 0 0 0 84
21:00 0 0 1 2 6 17 22 8 1 0 0 0 0 0 0 57
22:00 0 0 0 0 4 20 14 2 0 0 0 0 0 0 0 40
23:00 0 0 0 0 1 11 7 3 0 1 0 0 0 0 0 23
Total 0 0 7 45 263 712 417 76 6 2 0 0 0 0 0 1528

Page 2

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft West of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
EB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/29/13 0 0 0 0 0 6 2 0 0 0 0 0 0 0 0 8
01:00 0 0 0 0 2 3 1 1 0 0 0 0 0 0 0 7
02:00 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3
03:00 0 0 0 0 1 2 3 1 0 0 0 0 0 0 0 7
04:00 0 0 0 1 2 4 4 2 0 0 0 0 0 0 0 13
05:00 0 0 1 0 1 11 20 5 0 0 0 0 0 0 0 38
06:00 0 0 0 1 11 42 35 7 0 0 0 0 0 0 0 96
07:00 0 0 1 9 47 105 82 10 0 0 0 0 0 0 0 254
08:00 0 0 0 4 69 127 60 4 1 0 0 0 0 0 0 265
09:00 0 0 0 3 29 80 51 10 0 0 0 0 0 0 0 173
10:00 0 0 0 2 25 88 40 10 0 0 0 0 0 0 0 165
11:00 0 0 2 3 48 102 51 1 1 0 0 0 0 0 0 208
12 PM 0 1 0 2 46 69 41 3 0 0 0 0 0 0 0 162
13:00 0 0 0 4 49 88 41 5 1 0 0 0 0 0 0 188
14:00 0 1 0 11 33 108 32 10 1 0 0 0 0 0 0 196
15:00 0 0 3 22 80 112 57 7 0 0 0 0 0 0 0 281
16:00 0 0 0 4 38 75 78 6 0 0 0 0 0 0 0 201
17:00 0 0 0 7 43 127 54 6 2 0 0 0 0 0 0 239
18:00 0 0 1 10 38 75 44 7 1 0 0 0 0 0 0 176
19:00 0 0 3 4 12 48 28 2 1 0 0 0 0 0 0 98
20:00 0 0 0 0 6 37 19 3 0 0 0 0 0 0 0 65
21:00 0 0 0 2 5 21 19 3 1 0 0 0 0 0 0 51
22:00 0 0 0 0 1 9 14 2 0 0 0 0 0 0 0 26
23:00 0 0 0 0 1 7 5 3 0 0 0 0 0 0 0 16
Total 0 2 11 89 588 1347 782 108 9 0 0 0 0 0 0 2936

Page 3

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft West of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
EB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/30/13 0 0 0 0 0 5 4 0 0 0 0 0 0 0 0 9
01:00 0 0 0 1 0 2 3 0 0 0 0 0 0 0 0 6
02:00 0 0 0 0 2 1 5 0 0 0 0 0 0 0 0 8
03:00 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 6
04:00 0 0 0 0 2 3 1 0 0 0 0 0 0 0 0 6
05:00 0 0 1 0 1 13 18 6 3 0 0 0 0 0 0 42
06:00 0 0 1 0 6 30 38 16 0 0 0 0 0 0 0 91
07:00 0 0 0 7 46 104 57 8 0 0 0 0 0 0 0 222
08:00 0 1 2 17 80 126 61 6 0 0 0 0 0 0 0 293
09:00 0 1 3 7 20 85 47 6 0 0 0 0 0 0 0 169
10:00 0 0 4 9 35 68 44 3 1 1 0 0 0 0 0 165
11:00 0 0 4 8 50 89 36 5 0 0 0 0 0 0 0 192
12 PM 0 0 0 1 31 90 55 13 1 0 0 0 0 0 0 191
13:00 0 0 0 5 29 104 55 6 0 0 0 0 0 0 0 199
14:00 0 0 1 8 38 84 42 5 0 0 0 0 0 0 0 178
15:00 0 0 4 11 81 114 40 3 0 0 0 0 0 0 0 253
16:00 0 0 1 4 46 105 70 15 0 0 0 0 0 0 0 241
17:00 0 0 1 5 28 111 73 18 2 0 0 0 0 0 0 238
18:00 0 0 0 2 38 73 46 5 0 0 0 0 0 0 0 164
19:00 0 0 2 0 16 59 41 0 0 0 0 0 0 0 0 118
20:00 0 0 1 0 20 39 26 2 1 0 0 0 0 0 0 89
21:00 0 1 0 3 5 33 16 6 1 0 0 0 0 0 0 65
22:00 0 0 0 0 3 16 20 3 0 0 0 0 0 0 0 42
23:00 0 0 0 0 0 8 17 3 0 0 0 0 0 0 0 28
Total 0 3 25 88 577 1365 818 129 9 1 0 0 0 0 0 3015

Page 4

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft West of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
EB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/31/13 0 0 0 0 1 3 4 3 0 0 0 0 0 0 0 11
01:00 0 0 0 0 2 2 4 0 0 0 0 0 0 0 0 8
02:00 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 4
03:00 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2
04:00 0 0 2 0 1 3 6 2 1 0 0 0 0 0 0 15
05:00 0 0 2 0 5 7 16 9 0 0 0 0 0 0 0 39
06:00 0 0 0 0 5 41 33 12 0 0 0 0 0 0 0 91
07:00 0 0 1 7 45 110 64 6 0 0 0 0 0 0 0 233
08:00 0 1 1 11 51 112 76 11 3 0 0 0 0 0 0 266
09:00 0 0 2 5 36 90 46 15 0 1 0 0 0 0 0 195
10:00 0 0 0 0 21 55 57 6 1 0 0 0 0 0 0 140
11:00 0 0 1 2 17 82 69 3 0 0 0 0 0 0 0 174
12 PM 0 0 2 1 27 96 70 9 0 0 0 0 0 0 0 205
13:00 0 0 0 6 9 32 13 3 0 0 0 0 0 0 0 63
14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 * * * * * * * * * * * * * * * *
16:00 * * * * * * * * * * * * * * * *
17:00 * * * * * * * * * * * * * * * *
18:00 * * * * * * * * * * * * * * * *
19:00 * * * * * * * * * * * * * * * *
20:00 * * * * * * * * * * * * * * * *
21:00 * * * * * * * * * * * * * * * *
22:00 * * * * * * * * * * * * * * * *
23:00 * * * * * * * * * * * * * * * *
Total 0 1 11 32 220 635 461 80 5 1 0 0 0 0 0 1446

Grand
Total 0 6 54 254 1648 4059 2478 393 29 4 0 0 0 0 0 8925

Stats 15th Percentile : 23 MPH
50th Percentile : 28 MPH
85th Percentile : 33 MPH
95th Percentile : 35 MPH

Mean Speed(Average) : 29 MPH
10 MPH Pace Speed : 24-33 MPH
Number in Pace : 6205
Percent in Pace : 69.5%
Number of Vehicles > 30 MPH : 2904
Percent of Vehicles > 30 MPH : 32.5%

Page 5

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft West of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
WB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/28/13 * * * * * * * * * * * * * * * *
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 0 0 1 2 13 62 53 7 0 0 0 0 0 0 0 138
14:00 0 0 0 3 27 88 83 13 1 0 0 0 0 0 0 215
15:00 0 3 0 5 37 134 73 11 1 0 0 0 0 0 0 264
16:00 0 0 0 15 52 119 104 14 0 0 0 0 0 0 0 304
17:00 0 0 0 2 59 149 69 7 1 0 0 0 0 0 0 287
18:00 0 0 1 0 34 107 50 6 1 0 0 0 0 0 0 199
19:00 0 0 0 1 9 67 58 8 2 1 0 0 0 0 0 146
20:00 0 0 0 0 6 44 38 6 0 0 0 0 0 0 0 94
21:00 0 0 0 0 3 24 30 4 2 0 0 0 0 0 0 63
22:00 0 0 0 0 3 23 22 6 1 0 0 0 0 1 0 56
23:00 0 0 0 0 0 8 16 0 0 0 0 0 0 0 0 24
Total 0 3 2 28 243 825 596 82 9 1 0 0 0 1 0 1790

Page 6

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft West of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
WB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/29/13 0 0 0 1 1 6 5 1 1 0 0 0 0 0 0 15
01:00 0 0 1 1 0 4 5 2 1 0 0 0 0 0 0 14
02:00 0 0 0 0 0 5 2 1 0 0 0 0 0 0 0 8
03:00 0 0 0 0 0 1 3 1 0 0 0 0 0 0 0 5
04:00 0 0 0 0 0 4 5 5 0 0 0 0 0 0 0 14
05:00 0 0 0 0 0 3 7 4 0 0 0 0 0 0 0 14
06:00 0 0 1 3 4 34 40 10 0 0 0 0 0 0 0 92
07:00 0 0 1 1 15 55 34 8 1 0 0 0 0 0 0 115
08:00 0 0 0 3 24 100 38 2 1 0 0 0 0 0 0 168
09:00 0 0 0 0 33 84 43 6 1 0 0 0 0 0 0 167
10:00 0 0 0 0 14 63 45 9 2 0 0 0 0 0 0 133
11:00 0 0 0 4 27 96 45 6 0 0 0 0 0 0 0 178
12 PM 0 0 1 0 19 92 67 15 2 0 0 0 0 0 0 196
13:00 0 0 1 0 31 103 48 7 1 0 0 0 0 0 0 191
14:00 0 1 0 2 44 119 84 14 1 0 0 0 0 0 0 265
15:00 0 1 0 7 45 130 77 9 0 0 0 0 0 0 0 269
16:00 0 0 1 2 48 147 68 17 0 0 0 0 0 0 0 283
17:00 0 0 0 11 66 146 70 5 2 0 0 0 0 0 0 300
18:00 0 0 0 3 28 94 60 11 0 0 0 0 0 0 0 196
19:00 0 1 0 2 10 72 44 5 1 0 0 0 0 0 0 135
20:00 0 0 0 3 8 44 37 7 0 0 0 0 0 0 0 99
21:00 0 0 0 0 7 40 29 4 1 1 0 0 0 0 0 82
22:00 0 0 0 0 0 16 25 5 0 0 0 0 0 0 0 46
23:00 0 0 0 0 2 10 10 2 2 0 0 0 0 0 0 26
Total 0 3 6 43 426 1468 891 156 17 1 0 0 0 0 0 3011

Page 7

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft West of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
WB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/30/13 0 0 0 0 0 5 5 0 0 0 0 0 0 0 0 10
01:00 0 1 0 1 0 4 6 2 0 0 0 0 0 0 0 14
02:00 0 0 0 0 0 1 3 4 0 0 0 0 0 0 0 8
03:00 0 0 0 0 0 3 4 1 0 0 0 0 0 0 0 8
04:00 0 0 0 0 1 6 5 4 1 0 0 0 0 0 0 17
05:00 0 0 0 0 1 8 14 2 0 0 0 0 0 0 0 25
06:00 0 0 0 1 3 31 38 4 3 0 0 0 0 0 0 80
07:00 0 0 0 2 18 69 38 4 1 0 0 0 0 0 0 132
08:00 0 0 4 8 44 89 47 7 0 0 0 0 0 0 0 199
09:00 0 1 0 4 19 82 41 6 1 0 0 0 0 0 0 154
10:00 0 0 0 5 29 71 46 7 0 0 0 0 0 0 0 158
11:00 0 0 0 0 33 93 49 10 0 0 0 0 0 0 0 185
12 PM 0 0 2 4 18 114 67 4 2 0 0 0 0 0 0 211
13:00 0 0 0 2 35 94 48 6 0 0 0 0 0 0 0 185
14:00 0 0 1 7 48 125 55 10 1 0 0 0 0 0 0 247
15:00 0 0 2 22 60 123 63 8 0 0 0 0 0 0 0 278
16:00 0 0 2 11 37 172 76 7 3 0 0 0 0 0 0 308
17:00 0 0 2 10 52 149 88 9 1 0 0 0 0 0 0 311
18:00 0 0 0 3 37 97 50 13 1 1 0 0 0 0 0 202
19:00 0 0 2 2 22 90 41 7 1 0 0 0 0 0 0 165
20:00 0 0 0 1 13 59 45 2 0 0 0 0 0 0 0 120
21:00 0 0 0 0 4 39 37 7 1 0 0 0 0 0 0 88
22:00 0 0 0 1 3 21 25 0 3 0 0 0 0 0 0 53
23:00 0 0 0 0 1 11 20 3 1 0 0 0 0 0 0 36
Total 0 2 15 84 478 1556 911 127 20 1 0 0 0 0 0 3194

Page 8

Location: Glens Falls, NY
Road: Sherman Ave (West Side)
Segment: ~270ft West of Crandall St
Counter: Metro5600/cp31

Tristate Traffic Data, Inc.
184 Baker Road
Coatesville, PA 19320
WB
Start 0 6 11 16 21 26 31 36 41 46 51 56 61 66 71
Time 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Total
10/31/13 0 0 0 0 1 8 4 2 0 0 1 0 0 0 0 16
01:00 0 0 0 0 1 1 5 1 0 0 0 0 0 0 0 8
02:00 0 0 0 0 0 3 5 2 1 0 0 0 0 0 0 11
03:00 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 2
04:00 0 0 0 0 0 3 8 4 0 0 0 0 0 0 0 15
05:00 0 0 0 1 1 5 10 4 0 0 0 0 0 0 0 21
06:00 0 0 0 0 3 40 26 4 0 0 0 0 0 0 0 73
07:00 0 0 0 2 8 76 44 3 1 0 0 0 0 0 0 134
08:00 0 2 2 6 27 110 48 6 1 0 0 0 0 0 0 202
09:00 0 0 0 3 22 45 56 7 1 0 0 0 0 0 0 134
10:00 0 0 0 0 15 95 47 13 0 0 0 0 0 0 0 170
11:00 0 0 0 0 31 95 60 10 0 0 0 0 0 0 0 196
12 PM 0 0 1 6 25 127 42 7 1 0 0 0 0 0 0 209
13:00 0 1 5 4 10 30 26 2 0 0 0 0 0 0 0 78
14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 * * * * * * * * * * * * * * * *
16:00 * * * * * * * * * * * * * * * *
17:00 * * * * * * * * * * * * * * * *
18:00 * * * * * * * * * * * * * * * *
19:00 * * * * * * * * * * * * * * * *
20:00 * * * * * * * * * * * * * * * *
21:00 * * * * * * * * * * * * * * * *
22:00 * * * * * * * * * * * * * * * *
23:00 * * * * * * * * * * * * * * * *
Total 0 3 8 22 144 638 382 66 5 0 1 0 0 0 0 1269

Grand
Total 0 11 31 177 1291 4487 2780 431 51 3 1 0 0 1 0 9264

Stats 15th Percentile : 24 MPH
50th Percentile : 28 MPH
85th Percentile : 33 MPH
95th Percentile : 36 MPH

Mean Speed(Average) : 29 MPH
10 MPH Pace Speed : 25-34 MPH
Number in Pace : 6747
Percent in Pace : 72.8%
Number of Vehicles > 30 MPH : 3267
Percent of Vehicles > 30 MPH : 35.3%

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection

The Chazen Companies
Project Number: 31348.00 December 8, 2013

Appendix B:
Level of Service Analysis

HCM 2010 Signalized Intersection Capacity Analysis AM Peak Hour
3: Crandall Street & Sherman Avenue – Actuated Signal Control
12/10/2013
The Chazen CompaniesSynchro 8 Software
E. DrozPage 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 15 297 13 9 168 20 7 29 14 77 59 11
Movement Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Queue, veh000000000000
Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Sat. Flow Rate, veh/h/ln 1883 1883 1883 1884 1884 1884 1867 1867 1867 1900 1900 1900
Lanes010010010010
Lane Assignment
Capacity, veh/h 63 651 28 60 607 70 103 386 169 273 195 32
Proportion Arriving On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38
Movement Delay, s/veh 20.1 0.0 0.0 17.4 0.0 0.0 15.2 0.0 0.0 18.0 0.0 0.0
Movement LOS C B B B
Approach Volume, veh/h 353 214 54 160
Approach Delay, s/veh 20.1 17.4 15.2 18.0
Approach LOS C B B B
Timer:12345678
Assigned Phase2468
Case No 8.0 8.0 8.0 8.0
Phase Duration (G+Y+Rc), s 38.00 38.00 38.00 38.00
Change Period (Y+Rc), s 9.00 9.00 9.00 9.00
Max. Allowable Headway (MAH), s 5.36 5.30 5.36 5.30
Maximum Green Setting (Gmax), s 29.00 29.00 29.00 29.00
Max. Queue Clearance Time (g_c+l1), s 3.48 12.95 8.65 8.15
Green Extension Time (g_e), s 1.24 3.18 1.14 3.49
Probability of Phase Call (p_c) 1.000 1.000 1.000 1.000
Probability of Max Out (p_x) 0.000 0.092 0.001 0.032
Left-Turn Movement Data
Assigned Movement5713
Mvmt. Sat Flow, veh/h 221.38 83.61 586.63 82.19
Through Movement Data
Assigned Movement2468
Mvmt. Sat Flow, veh/h 917.15 1655.39 449.50 1534.18
Right-Turn Movement Data
Assigned Movement 12 14 16 18
Mvmt. Sat Flow, veh/h 442.76 72.46 83.80 182.64
Left Lane Group Data
Assigned Movement05070103
Lane Assignment L+T+R L+T+R L+T+R L+T+R
Lanes in Group01010101
Group Volume (v), veh/h 0.0 54.3 0.0 353.3 0.0 159.8 0.0 214.1
Group Sat. Flow (s), veh/h/ln 0.0 1581.3 0.0 1811.5 0.0 1119.9 0.0 1799.0
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 4.8 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 1.5 0.0 10.9 0.0 6.6 0.0 6.1

HCM 2010 Signalized Intersection Capacity Analysis AM Peak Hour
3: Crandall Street & Sherman Avenue – Actuated Signal Control
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Perm LT Sat Flow Rate (s_l), veh/h/ln 0.0 722.8 0.0 697.7 0.0 773.1 0.0 636.3
Shared LT Sat Flow (s_sh), veh/h/ln 0.0 1867.4 0.0 1882.8 0.0 1900.0 0.0 1884.0
Perm LT Eff. Green (g_p), s 0.0 29.0 0.0 29.0 0.0 29.0 0.0 29.0
Perm LT Serve Time (g_u), s 0.0 22.4 0.0 22.9 0.0 27.5 0.0 18.1
Perm LT Que Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 4.8 0.0 0.0
Time to First Blk (g_f), s 0.0 10.9 0.0 16.7 0.0 1.8 0.0 19.1
Serve Time pre Blk (g_fs), s 0.0 1.5 0.0 10.9 0.0 1.8 0.0 6.1
Proportion LT Inside Lane (P_L) 0.000 0.140 0.000 0.046 0.000 0.524 0.000 0.046
Lane Group Capacity (c), veh/h 0.0 657.4 0.0 740.8 0.0 499.5 0.0 736.0
Volume-to-Capacity Ratio (X) 0.000 0.083 0.000 0.477 0.000 0.320 0.000 0.291
Available Capacity (c_a), veh/h 0.0 657.4 0.0 740.8 0.0 499.5 0.0 736.0
Upstream Filter Factor (I) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Uniform Delay (d1), s/veh 0.0 15.0 0.0 17.9 0.0 16.3 0.0 16.4
Incremental Delay (d2), s/veh 0.0 0.2 0.0 2.2 0.0 1.7 0.0 1.0
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 15.2 0.0 20.1 0.0 18.0 0.0 17.4
First-Term Queue (Q1), veh/ln 0.0 0.6 0.0 4.4 0.0 2.0 0.0 2.5
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.5 0.0 0.2 0.0 0.2
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.6 0.0 4.9 0.0 2.2 0.0 2.7
Percentile Storage Ratio (RQ%) 0.00 0.02 0.00 0.39 0.00 0.14 0.00 0.19
Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Middle Lane Group Data
Assigned Movement02040608
Lane Assignment
Lanes in Group00000000
Group Volume (v), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Group Sat. Flow (s), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lane Group Capacity (c), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Volume-to-Capacity Ratio (X) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Available Capacity (c_a), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Upstream Filter Factor (I) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
First-Term Queue (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

HCM 2010 Signalized Intersection Capacity Analysis AM Peak Hour
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Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Right Lane Group Data
Assigned Movement 0 12 0 14 0 16 0 18
Lane Assignment
Lanes in Group00000000
Group Volume (v), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Group Sat. Flow (s), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prot RT Sat Flow Rate (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prot RT Eff. Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Proportion RT Outside Lane (P_R) 0.000 0.280 0.000 0.040 0.000 0.075 0.000 0.102
Lane Group Capacity (c), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Volume-to-Capacity Ratio (X) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Available Capacity (c_a), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Upstream Filter Factor (I) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
First-Term Queue (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Intersection Summary
HCM Average Control Delay 18.6
HCM Level of Service B

HCM 2010 Signalized Intersection Capacity Analysis PM Peak Hour
3: Crandall Street & Sherman Avenue
12/10/2013
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E. DrozPage 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 18 237 15 19 266 37 10 71 10 30 60 18
Movement Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Queue, veh000000000000
Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Sat. Flow Rate, veh/h/ln 1867 1867 1867 1869 1869 1869 1900 1900 1900 1900 1900 1900
Lanes010010010010
Lane Assignment
Capacity, veh/h 70 612 37 68 573 77 89 547 72 174 332 89
Proportion Arriving On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38
Movement Delay, s/veh 19.0 0.0 0.0 20.3 0.0 0.0 15.8 0.0 0.0 16.3 0.0 0.0
Movement LOS B C B B
Approach Volume, veh/h 293 350 99 117
Approach Delay, s/veh 19.0 20.3 15.8 16.3
Approach LOS B C B B
Timer:12345678
Assigned Phase2468
Case No 8.0 8.0 8.0 8.0
Phase Duration (G+Y+Rc), s 38.00 38.00 38.00 38.00
Change Period (Y+Rc), s 9.00 9.00 9.00 9.00
Max. Allowable Headway (MAH), s 5.34 5.33 5.34 5.33
Maximum Green Setting (Gmax), s 29.00 29.00 29.00 29.00
Max. Queue Clearance Time (g_c+l1), s 4.63 10.87 5.19 13.10
Green Extension Time (g_e), s 1.22 3.89 1.21 3.69
Probability of Phase Call (p_c) 1.000 1.000 1.000 1.000
Probability of Max Out (p_x) 0.000 0.087 0.000 0.133
Left-Turn Movement Data
Assigned Movement5713
Mvmt. Sat Flow, veh/h 188.78 116.74 389.61 103.16
Through Movement Data
Assigned Movement2468
Mvmt. Sat Flow, veh/h 1340.31 1537.14 779.23 1444.20
Right-Turn Movement Data
Assigned Movement 12 14 16 18
Mvmt. Sat Flow, veh/h 188.78 97.29 233.77 200.88
Left Lane Group Data
Assigned Movement05070103
Lane Assignment L+T+R L+T+R L+T+R L+T+R
Lanes in Group01010101
Group Volume (v), veh/h 0.0 98.9 0.0 293.5 0.0 117.4 0.0 350.0
Group Sat. Flow (s), veh/h/ln 0.0 1717.9 0.0 1751.2 0.0 1402.6 0.0 1748.2
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 2.6 0.0 8.9 0.0 3.2 0.0 11.1

HCM 2010 Signalized Intersection Capacity Analysis PM Peak Hour
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Perm LT Sat Flow Rate (s_l), veh/h/ln 0.0 742.7 0.0 637.7 0.0 751.6 0.0 662.2
Shared LT Sat Flow (s_sh), veh/h/ln 0.0 1900.0 0.0 1867.2 0.0 1900.0 0.0 1869.1
Perm LT Eff. Green (g_p), s 0.0 29.0 0.0 29.0 0.0 29.0 0.0 29.0
Perm LT Serve Time (g_u), s 0.0 25.8 0.0 17.9 0.0 26.4 0.0 20.1
Perm LT Que Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Time to First Blk (g_f), s 0.0 13.2 0.0 15.7 0.0 5.2 0.0 15.4
Serve Time pre Blk (g_fs), s 0.0 2.6 0.0 8.9 0.0 3.2 0.0 11.1
Proportion LT Inside Lane (P_L) 0.000 0.110 0.000 0.067 0.000 0.278 0.000 0.059
Lane Group Capacity (c), veh/h 0.0 708.1 0.0 718.7 0.0 595.7 0.0 717.3
Volume-to-Capacity Ratio (X) 0.000 0.140 0.000 0.408 0.000 0.197 0.000 0.488
Available Capacity (c_a), veh/h 0.0 708.1 0.0 718.7 0.0 595.7 0.0 717.3
Upstream Filter Factor (I) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Uniform Delay (d1), s/veh 0.0 15.3 0.0 17.3 0.0 15.5 0.0 18.0
Incremental Delay (d2), s/veh 0.0 0.4 0.0 1.7 0.0 0.7 0.0 2.4
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 15.8 0.0 19.0 0.0 16.3 0.0 20.3
First-Term Queue (Q1), veh/ln 0.0 1.1 0.0 3.5 0.0 1.3 0.0 4.4
Second-Term Queue (Q2), veh/ln 0.0 0.1 0.0 0.3 0.0 0.1 0.0 0.5
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 1.1 0.0 3.9 0.0 1.4 0.0 4.9
Percentile Storage Ratio (RQ%) 0.00 0.04 0.00 0.31 0.00 0.09 0.00 0.36
Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Middle Lane Group Data
Assigned Movement02040608
Lane Assignment
Lanes in Group00000000
Group Volume (v), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Group Sat. Flow (s), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lane Group Capacity (c), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Volume-to-Capacity Ratio (X) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Available Capacity (c_a), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Upstream Filter Factor (I) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
First-Term Queue (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

HCM 2010 Signalized Intersection Capacity Analysis PM Peak Hour
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Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Right Lane Group Data
Assigned Movement 0 12 0 14 0 16 0 18
Lane Assignment
Lanes in Group00000000
Group Volume (v), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Group Sat. Flow (s), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prot RT Sat Flow Rate (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prot RT Eff. Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Proportion RT Outside Lane (P_R) 0.000 0.110 0.000 0.056 0.000 0.167 0.000 0.115
Lane Group Capacity (c), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Volume-to-Capacity Ratio (X) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Available Capacity (c_a), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Upstream Filter Factor (I) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
First-Term Queue (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Intersection Summary
HCM Average Control Delay 18.8
HCM Level of Service B

HCM 2010 Signalized Intersection Capacity Analysis AM Peak Hour
3: Crandall Street & Sherman Avenue – Semi-Actuated Signal Control
12/10/2013
The Chazen CompaniesSynchro 8 Software
E. DrozPage 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 15 297 13 9 168 20 7 29 14 77 59 11
Movement Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Queue, veh000000000000
Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Sat. Flow Rate, veh/h/ln 1883 1883 1883 1884 1884 1884 1867 1867 1867 1900 1900 1900
Lanes010010010010
Lane Assignment
Capacity, veh/h 82 877 37 78 817 94 88 194 82 178 108 15
Proportion Arriving On Green 0.51 0.51 0.51 0.51 0.51 0.51 0.17 0.17 0.17 0.17 0.17 0.17
Movement Delay, s/veh 9.3 0.0 0.0 8.2 0.0 0.0 20.3 0.0 0.0 23.4 0.0 0.0
Movement LOS A A C C
Approach Volume, veh/h 353 214 54 160
Approach Delay, s/veh 9.3 8.2 20.3 23.4
Approach LOS A A C C
Timer:12345678
Assigned Phase2468
Case No 8.0 8.0 8.0 8.0
Phase Duration (G+Y+Rc), s 18.73 38.00 18.73 38.00
Change Period (Y+Rc), s 9.00 9.00 9.00 9.00
Max. Allowable Headway (MAH), s 5.36 0.06 5.36 0.06
Maximum Green Setting (Gmax), s 29.00 29.00 29.00 29.00
Max. Queue Clearance Time (g_c+l1), s 3.48 0.00 8.93 0.00
Green Extension Time (g_e), s 1.24 0.00 1.14 0.00
Probability of Phase Call (p_c) 0.966 1.000 0.966 1.000
Probability of Max Out (p_x) 0.000 0.000 0.001 0.000
Left-Turn Movement Data
Assigned Movement5713
Mvmt. Sat Flow, veh/h 237.84 83.92 625.04 82.47
Through Movement Data
Assigned Movement2468
Mvmt. Sat Flow, veh/h 985.35 1661.57 478.93 1539.35
Right-Turn Movement Data
Assigned Movement 12 14 16 18
Mvmt. Sat Flow, veh/h 475.68 72.73 89.29 183.26
Left Lane Group Data
Assigned Movement05070103
Lane Assignment L+T+R L+T+R L+T+R L+T+R
Lanes in Group01010101
Group Volume (v), veh/h 0.0 54.3 0.0 353.3 0.0 159.8 0.0 214.1
Group Sat. Flow (s), veh/h/ln 0.0 1698.9 0.0 1818.2 0.0 1193.3 0.0 1805.1
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 1.5 0.0 6.5 0.0 6.9 0.0 3.6

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Perm LT Sat Flow Rate (s_l), veh/h/ln 0.0 722.8 0.0 697.7 0.0 773.1 0.0 636.3
Shared LT Sat Flow (s_sh), veh/h/ln 0.0 1867.4 0.0 1882.8 0.0 1900.0 0.0 1884.0
Perm LT Eff. Green (g_p), s 0.0 9.7 0.0 29.0 0.0 9.7 0.0 29.0
Perm LT Serve Time (g_u), s 0.0 2.8 0.0 25.4 0.0 8.2 0.0 22.5
Perm LT Que Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 5.4 0.0 0.0
Time to First Blk (g_f), s 0.0 5.8 0.0 18.1 0.0 1.5 0.0 20.2
Serve Time pre Blk (g_fs), s 0.0 1.5 0.0 6.5 0.0 1.5 0.0 3.6
Proportion LT Inside Lane (P_L) 0.000 0.140 0.000 0.046 0.000 0.524 0.000 0.046
Lane Group Capacity (c), veh/h 0.0 363.6 0.0 995.9 0.0 301.3 0.0 989.2
Volume-to-Capacity Ratio (X) 0.000 0.149 0.000 0.355 0.000 0.530 0.000 0.216
Available Capacity (c_a), veh/h 0.0 860.3 0.0 995.9 0.0 664.7 0.0 989.2
Upstream Filter Factor (I) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Uniform Delay (d1), s/veh 0.0 20.1 0.0 8.4 0.0 22.0 0.0 7.7
Incremental Delay (d2), s/veh 0.0 0.2 0.0 1.0 0.0 1.4 0.0 0.5
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 20.3 0.0 9.3 0.0 23.4 0.0 8.2
First-Term Queue (Q1), veh/ln 0.0 0.6 0.0 2.1 0.0 2.0 0.0 1.2
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.3 0.0 0.1 0.0 0.1
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.6 0.0 2.4 0.0 2.1 0.0 1.3
Percentile Storage Ratio (RQ%) 0.00 0.02 0.00 0.19 0.00 0.13 0.00 0.10
Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Middle Lane Group Data
Assigned Movement02040608
Lane Assignment
Lanes in Group00000000
Group Volume (v), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Group Sat. Flow (s), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lane Group Capacity (c), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Volume-to-Capacity Ratio (X) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Available Capacity (c_a), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Upstream Filter Factor (I) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
First-Term Queue (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

HCM 2010 Signalized Intersection Capacity Analysis AM Peak Hour
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Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Right Lane Group Data
Assigned Movement 0 12 0 14 0 16 0 18
Lane Assignment
Lanes in Group00000000
Group Volume (v), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Group Sat. Flow (s), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prot RT Sat Flow Rate (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prot RT Eff. Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Proportion RT Outside Lane (P_R) 0.000 0.280 0.000 0.040 0.000 0.075 0.000 0.102
Lane Group Capacity (c), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Volume-to-Capacity Ratio (X) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Available Capacity (c_a), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Upstream Filter Factor (I) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
First-Term Queue (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Intersection Summary
HCM Average Control Delay 12.7
HCM Level of Service B

HCM 2010 Signalized Intersection Capacity Analysis PM Peak Hour
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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (vph) 18 237 15 19 266 37 10 71 10 30 60 18
Movement Number 7 4 14 3 8 18 5 2 12 1 6 16
Initial Queue, veh000000000000
Ped-Bike Adj. Factor (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking, Bus Adj. Factors 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj. Sat. Flow Rate, veh/h/ln 1867 1867 1867 1869 1869 1869 1900 1900 1900 1900 1900 1900
Lanes010010010010
Lane Assignment
Capacity, veh/h 95 883 53 93 825 110 87 172 23 121 118 30
Proportion Arriving On Green 0.54 0.54 0.54 0.54 0.54 0.54 0.12 0.12 0.12 0.12 0.12 0.12
Movement Delay, s/veh 7.3 0.0 0.0 7.8 0.0 0.0 22.6 0.0 0.0 23.2 0.0 0.0
Movement LOS A A C C
Approach Volume, veh/h 293 350 99 117
Approach Delay, s/veh 7.3 7.8 22.6 23.2
Approach LOS A A C C
Timer:12345678
Assigned Phase2468
Case No 8.0 8.0 8.0 8.0
Phase Duration (G+Y+Rc), s 15.34 38.00 15.34 38.00
Change Period (Y+Rc), s 9.00 9.00 9.00 9.00
Max. Allowable Headway (MAH), s 5.34 0.09 5.34 0.09
Maximum Green Setting (Gmax), s 29.00 29.00 29.00 29.00
Max. Queue Clearance Time (g_c+l1), s 4.63 0.00 5.40 0.00
Green Extension Time (g_e), s 1.22 0.00 1.21 0.00
Probability of Phase Call (p_c) 0.959 1.000 0.959 1.000
Probability of Max Out (p_x) 0.000 0.000 0.000 0.000
Left-Turn Movement Data
Assigned Movement5713
Mvmt. Sat Flow, veh/h 191.53 117.64 427.49 103.84
Through Movement Data
Assigned Movement2468
Mvmt. Sat Flow, veh/h 1359.88 1548.99 854.98 1453.70
Right-Turn Movement Data
Assigned Movement 12 14 16 18
Mvmt. Sat Flow, veh/h 191.53 98.04 256.49 202.21
Left Lane Group Data
Assigned Movement05070103
Lane Assignment L+T+R L+T+R L+T+R L+T+R
Lanes in Group01010101
Group Volume (v), veh/h 0.0 98.9 0.0 293.5 0.0 117.4 0.0 350.0
Group Sat. Flow (s), veh/h/ln 0.0 1742.9 0.0 1764.7 0.0 1539.0 0.0 1759.7
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 2.6 0.0 4.6 0.0 3.4 0.0 5.7

HCM 2010 Signalized Intersection Capacity Analysis PM Peak Hour
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Perm LT Sat Flow Rate (s_l), veh/h/ln 0.0 742.7 0.0 637.7 0.0 751.6 0.0 662.2
Shared LT Sat Flow (s_sh), veh/h/ln 0.0 1900.0 0.0 1867.2 0.0 1900.0 0.0 1869.1
Perm LT Eff. Green (g_p), s 0.0 6.3 0.0 29.0 0.0 6.3 0.0 29.0
Perm LT Serve Time (g_u), s 0.0 2.9 0.0 23.3 0.0 3.7 0.0 24.4
Perm LT Que Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.0
Time to First Blk (g_f), s 0.0 2.8 0.0 17.5 0.0 1.7 0.0 17.3
Serve Time pre Blk (g_fs), s 0.0 2.6 0.0 4.6 0.0 1.7 0.0 5.7
Proportion LT Inside Lane (P_L) 0.000 0.110 0.000 0.067 0.000 0.278 0.000 0.059
Lane Group Capacity (c), veh/h 0.0 282.0 0.0 1031.4 0.0 269.1 0.0 1028.2
Volume-to-Capacity Ratio (X) 0.000 0.351 0.000 0.285 0.000 0.436 0.000 0.340
Available Capacity (c_a), veh/h 0.0 960.0 0.0 1031.4 0.0 824.4 0.0 1028.2
Upstream Filter Factor (I) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Uniform Delay (d1), s/veh 0.0 21.9 0.0 6.6 0.0 22.1 0.0 6.9
Incremental Delay (d2), s/veh 0.0 0.7 0.0 0.7 0.0 1.1 0.0 0.9
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 22.6 0.0 7.3 0.0 23.2 0.0 7.8
First-Term Queue (Q1), veh/ln 0.0 1.1 0.0 1.4 0.0 1.3 0.0 1.7
Second-Term Queue (Q2), veh/ln 0.0 0.1 0.0 0.2 0.0 0.1 0.0 0.3
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 1.1 0.0 1.6 0.0 1.4 0.0 1.9
Percentile Storage Ratio (RQ%) 0.00 0.04 0.00 0.12 0.00 0.09 0.00 0.14
Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Middle Lane Group Data
Assigned Movement02040608
Lane Assignment
Lanes in Group00000000
Group Volume (v), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Group Sat. Flow (s), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Lane Group Capacity (c), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Volume-to-Capacity Ratio (X) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Available Capacity (c_a), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Upstream Filter Factor (I) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
First-Term Queue (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

HCM 2010 Signalized Intersection Capacity Analysis PM Peak Hour
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Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Right Lane Group Data
Assigned Movement 0 12 0 14 0 16 0 18
Lane Assignment
Lanes in Group00000000
Group Volume (v), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Group Sat. Flow (s), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Queue Serve Time (g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Queue Clear Time (g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prot RT Sat Flow Rate (s_R), veh/h/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prot RT Eff. Green (g_R), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Proportion RT Outside Lane (P_R) 0.000 0.110 0.000 0.056 0.000 0.167 0.000 0.115
Lane Group Capacity (c), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Volume-to-Capacity Ratio (X) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Available Capacity (c_a), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Upstream Filter Factor (I) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Uniform Delay (d1), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Incremental Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Control Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
First-Term Queue (Q1), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Second-Term Queue (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Third-Term Queue (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile bk-of-que factor (f_B%) 0.000 1.000 0.000 1.000 0.000 1.000 0.000 1.000
Percentile Back of Queue (Q%), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Percentile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Initial Queue (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Final (Residual) Queue (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Queue (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Saturated Capacity (cs), veh/h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Initial Queue Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Intersection Summary
HCM Average Control Delay 11.4
HCM Level of Service B

HCM 2010 AWSC AM Peak Hour
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Intersection
Intersection Delay (sec/veh) 10.7
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph) 15 297 13 9 168 20 7 29 14 77 59 11
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles(%)010010030000
Movement Flow Rate 16 323 14 10 183 22 8 32 15 84 64 12
Number of Lanes010010010010

Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right1111
HCM Control Delay 11.8 9.9 8.9 10.1
HCM LOSBAAB

Lane NBLn1 EBLn1 WBLn1 SBLn1
Volume Left (%) 14% 5% 5% 52%
Volume Thru (%) 58% 91% 85% 40%
Volume Right (%) 28% 4% 10% 7%
Sign Control Stop Stop Stop Stop
Traffic Volume by Lane 50 325 197 147
Left Turning Volume 29 297 168 59
Through Volume 14 13 20 11
Right Turning Volume 7 15 9 77
Lane Flow Rate 54 353 214 160
Geometry Group1111
Degree of Utilization, X 0.082 0.462 0.288 0.237
Departure Headway, Hd 5.441 4.71 4.835 5.349
Convergence(Y/N) Yes Yes Yes Yes
Capacity 663 760 734 663
Service Time 3.441 2.782 2.917 3.444
HCM Lane V/C Ratio 0.081 0.464 0.292 0.241
HCM Control Delay 8.9 11.8 9.9 10.1
HCM Lane LOSABAB
HCM 95th Percentile Queue 0.3 2.6 1.2 0.9

HCM 2010 AWSC PM Peak Hour
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E. DrozPage 1
Intersection
Intersection Delay (sec/veh) 11.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph) 18 237 15 19 266 37 10 71 10 30 60 18
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles(%)020020000000
Movement Flow Rate 20 258 16 21 289 40 11 77 11 33 65 20
Number of Lanes010010010010

Lane NBLn1 EBLn1 WBLn1 SBLn1
Volume Left (%) 11% 7% 6% 28%
Volume Thru (%) 78% 88% 83% 56%
Volume Right (%) 11% 6% 11% 17%
Sign Control Stop Stop Stop Stop
Traffic Volume by Lane 91 270 322 108
Left Turning Volume 71 237 266 60
Through Volume 10 15 37 18
Right Turning Volume 10 18 19 30
Lane Flow Rate 99 293 350 117
Geometry Group1111
Degree of Utilization, X 0.156 0.398 0.465 0.184
Departure Headway, Hd 5.667 4.995 4.89 5.629
Convergence(Y/N) Yes Yes Yes Yes
Capacity 636 725 742 641
Service Time 3.674 2.995 2.89 3.635
HCM Lane V/C Ratio 0.156 0.404 0.472 0.183
HCM Control Delay 9.7 11.3 12.1 9.9
HCM Lane LOSABBA
HCM 95th Percentile Queue 0.6 2 2.6 0.7

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection

The Chazen Companies
Project Number: 31348.00 December 8, 2013

Appendix C:
Accident Data

Diagram No.:
County: Warren PIN: Route No. or Street Name:Case No:
Town: Sherman AvenueFile:
City: Glens Falls At Intersection with/ or Between:By: AF
Village of: Crandall StreetDate: 10/28/2013
Time Period
From: 09/30/10
To: 09/30/13 Severity Apparent
No. of Months: (NR, PDO, Contributing
ID No. Date Time INJ, FAT) Factors Type Direction Description
Location
1 08/24/13 14:14 2 PDO1111 9 RESW, SWSherman / Crandall
2 5/1/13 11:04 2 PDO1111 4 RA E, SSherman / Crandall
3 2/6/13 19:19 2 PDO41124, 17RA N, ESherman / Crandall
4 01/29/13 8:32 2 PDO11223, 60RES, WSherman / Crandall
5 06/25/12 15:41 2 PDO1122 4 REW,WSherman / Crandall
6 06/11/12 9:33 2 PDO1111 4 REW,WSherman / Crandall
7 7/5/11 9:31 2 INJ1111 9 REW,WSherman / Crandall
8 5/24/11 15:04 2 PDO111117, 7 RA S, ESherman / Crandall
9 03/03/11 11:53 2 PDO1111 13 SSW, ESherman / Crandall
10 03/25/11 13:51 2 PDO1111 17 RANW, NESherman / Crandall
11 12/14/10 8:12 3 PDO1114 66RA, HO S,W,E MV 1 struck MV 2, sending MV 2 into MV 3 Sherman / Crandall
unk – unknown
Accident Type Legend
RA – Right Angle
RE – Rear End
SS – sideswipe, opposite
HO – head onMV 1 disregarded flagger and struck MV 2 MV 1 struck MV 2 from behind, claiming foot slipped off of brake pedal.
MV 1 struck MV 2 from behind
MV 1 struck MV 2 from behind
MV 1 ran red light and struck MV 2
MV 1 entered lane of MV 2, sidesuiping vehicle and forcing MV 2 into snowbank
No. of Veh.
MV 1 struck MV 2 from behind
MV 2 struck MV 1; both claimed green light
MV 1 ran red light and struck MV 2
MV 1 reversed at intersection to yield to left turning veh. and struck MV 2
DETAILS OF ACCIDENT HISTORY FOR LOCATION
Light Conditions
Roadway
Character
Roadway
Surface
Condition
Weather
S:Projects – Plans – Studiescrandall_shermancrash summary – crandall_shermanPage 1 of 1

Intersection Evaluation Study
Crandall Street/Sherman Avenue Intersection

The Chazen Companies
Project Number: 31348.00 December 8, 2013

Appendix D:
Intersection Photos

Photo #1
Description: Crandall Street Southbound A pproach

Photo #2
Description: Crandall S treet Northbound Approach

Photo #3
Description: Sherman Avenue Eastbound Approach

Photo #4
Description: Sherman Avenue Westbound Approach

Photo #5
Description: Crandall Street and Sherman Avenue – Intersection Layout

Photo #6
Description: Sherman Avenue and Quade Street/Cortland Street – Intersection Layout

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