HomeMy WebLinkAbout20250989 Rt 9 / South Broadway Special Use Permit Updated Traffic Impact Assessment
1396 White Bridge Road
Chittenango, NY 13037
Tel: (315) 391-5110
June 8, 2026
Bohler Engineering
17 Computer Drive West
Albany, NY 12205
Attn: Mr. Steve Wilson
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
Dear Mr. Wilson:
I have completed my review of traffic operations associated with the proposed mixed use development
on the east side of US Route 9 in Saratoga Springs, NY. This letter summarizes the work completed in
this review as well as my findings.
This study has been updated in response to comment s received from Creighton Manning
Engineering on April 21 st, 2026.
Project Understanding
The project site is located on the east side of US Route 9 (South Broadway), immediately south of the
Homewood Suites hotel, in Saratoga Springs, NY. The site is currently vacant. The proposed
development includes a 120 room hotel, 128 apartments, and 9,800 SF of commercial space. Access
will be provided to/from US Route 9 via two full access driveways located approximately 310 feet and
580 feet to the south of Homewood Suites driveway.
Conceptual site plans prepared by Bohler have been attached.
Data Collection
Site visits were conducted on Thursday, November 6th and Saturday, November 8 th, 2025 to collect the
following information:
• Existing Traffic Volume Counts – Traffic turning movement counts were collected at
intersections of US Route 9 with Crescent Avenue and E West Road during the weekday
morning (7-9am) and evening (4-6pm) peak travel periods on the 6th, and during the Saturday
midday (11am-1pm) peak travel period on the 8 th, to ensure that actual peak hours of the
adjacent street were captured. The traffic counts included separate heavy vehicle counts on
each approach and pedestrians.
• US Route 9 Gap Data – Gap data was collected to assess the ability for vehicles to turn in and
out of the site driveways on US Route 9. In order for a vehicle to turn right out of either
driveway, or left into either driveway, the vehicle only requires a gap in the northbound
direction on US Route 9. A vehicle requires a gap in traffic in both directions at the same time
Mr. Wilson
June 8, 2026
Page 2 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
to turn left out of either driveway onto US Route 9. These gaps in traffic were observed and
timed on US Route 9 passing the site during the three traffic count periods. The gaps were then
converted to a number of vehicles that could turn left or right out of the proposed site
driveways during each gap and then totaled for the peak hour. For example, one vehicle can
turn from the driveway with a 6-9 second gap in traffic, two can turn with a 10 -13 second gap,
3 with a 14-17 second gap, 4 with an 18 -19 second gap, etc.
• Spot Speed Measurements – 50 speed measurements were collected in each direction on US
Route 9 to identify average and 85 th percentile operating speeds in the area passing the site.
The data was collected for free flow traffic during off -peak times. The weather was sunny and
the roadway was dry.
• Sight Distance Measurements – Sight lines looking north/south along US Route 9 from the site
driveways were collected for comparison to design standards in order to confirm that adequate
sight lines are available for safe ingress and egress from the site.
• Operational Data - Other data needed to evaluate traffic operations, such as intersection
geometry, control, and speeds limits were also collected. Existing signal timing data was
obtained from NYSDOT to ensure that the signals at the study area intersections were properly
modeled.
Additional site visits were conducted on Wednesday, May 27 th and Saturday May 30th, 2026 to collect
turning movement counts at the existing Tree House Brewing driveways to the north of the site.
Existing Operations
US Route 9 is classified as a principal urban arterial roadway that has two lanes in each direction with
a two way center left turn lane through the study area. There is an auxiliary southbound left turn lane
at the Crescent Avenue intersection. There is an auxiliary northbound left turn lane and an auxiliary
southbound right turn lane at the E West Road intersection. The posted speed limit on US Route 9 is
55 mph.
The US Route 9/Crescent Avenue intersection is control by a fully actuated, uncoordinated traffic
signal under the jurisdiction of NYSDOT (#5011). The signal operation includes protected/permitted
southbound left turn phasing.
The US Route 9/E West Road intersection is control by a fully actuated, uncoordinated traffic signal
under the jurisdiction of NYSDOT (#5038). The signal operation includes protected/permitted
northbound left turn phasing.
Mr. Wilson
June 8, 2026
Page 3 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
Based on the traffic counts collected, the peak hours were identified as follows:
Weekday Morning Peak Hour – 7:30 am to 8:30am
Weekday Evening Peak Hour – 4:30pm to 5:30pm
Saturday Midday Peak Hour – 12:00pm to 1:00pm
The 2025 existing traffic volumes collected in November are shown in the attached Figure 1 for the
weekday morning, weekday evening, and Saturday midday peak hours. The traffic count data has been
attached
The existing traffic counts were reviewed and compared to historical traffic volume data on US Route
9 to identify necessary adjustments, if any, to account for seasonal variations. Specifically, July 9th,
10th, and 11th, 2024 directional traffic counts on US Route 9 to the north of E West Road were taken
from the NYSDOT Traffic Data Viewer website and reviewed.
The averaged July 2024 traffic counts on US Route 9 had 957 vehicles northbound/716 vehicles
southbound during the weekday morning peak hour, and 1038 vehicles northbound/979 vehicles
southbound during the weekday evening peak hour passing the site. Based on the 2025 counts
collected for this study, there were 959 vehicles northbound/752 vehicles southbound during the
weekday morning peak hour, and 961 vehicles northbound/1019 vehicles southbound during the
weekday evening peak hour. The combined directional counts collected in 2025 are 2% higher than
the 2024 counts during the morning peak hour and 2% lower than the 2024 traffic counts during the
evening peak hour. The historical count data has been attached.
Since the 2025 traffic counts collected in November are within 2% of the 2024 July traffic counts
during both the morning and evening peak hours, there were no adjustments made to the existing
traffic volumes.
Based on the gap data collected, there are sufficient gaps in traffic to accommodate over 260 vehicles
turning right onto US Route 9 from either driveway during each peak hour. These gaps would also be
available for vehicles turning left into either driveway. There were sufficient gaps observed to
accommodate 100 or more vehicles turning left out of either driveway onto US Route 9 during the
three peak hours. There are no concerns with available gaps in traffic to accommodate the proposed
development. The gap data is attached.
The posted speed limit passing the site is 55 mph on US Route 9. The speed data collected on US
Route 9 indicates that the average speeds passing the site are 53 mph northbound and 55 mph
southbound. The 85th percentile speeds based on the data collected are 57 mph northbound/57.5 mph
southbound on US Route 9 passing the site. The speed data has been attached.
Mr. Wilson
June 8, 2026
Page 4 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
The following table provides a summary of the recommended sight distances along US Route 9 from
the AASHTO A Policy on Design of Highways and Street s as well as the available sight distances at
the two driveway locations based on field measurements. The speed limit in the area is 55 mph on US
Route 9, however the speed data collected indicates that the operating speed is closer to 60 mph in both
directions. Therefore 60 mph was used for the sight distance review. The recommended sight distance
for vehicles turning left out of the driveways was adjusted to account for the second northbound lane
and center turn lane that need to be crossed when exiting the site.
Intersection Sight Distance Summary
Location
Operating
Speed
Direction
AASHTO
Recommended
Sight Distance
Available
Sight Distance
North Access @
US Route 9 – Turning Left 60 mph Looking Left
Looking Right
750 feet
750 feet
1,500+ feet
1,500+ feet
North Access @
US Route 9 – Turning Right 60 mph Looking Left 575 feet 1,500+ feet
South Access @
US Route 9 – Turning Left 60 mph Looking Left
Looking Right
750 feet
750 feet
1,500+ feet
1,500+ feet
South Access @
US Route 9 – Turning Right 60 mph Looking Left 575 feet 1,500+ feet
There are more than adequate sight distances available in both directions on US Route 9 from both
driveways. The recommended stopping sight distance on US Route 9 using the 60 mph operating
speed is 570 feet in both the northbound and southbound direction. The roadway is generally level
with available stopping sight distances of over 1,000 feet approaching the proposed site driveways in
both directions. There are no concerns with intersection or stopping sight distances and safety for
ingress and egress from either roadway.
Capacity analysis of the existing traffic operations was completed using Synchro 12, the industry
accepted standard for the analysis of both signalized and unsignalized intersections that is based on
methodologies developed in the Highway Capacity Manual. Intersection and individual movement
operations are graded in terms of Level of Service ranging from A to F, as descri bed in the HCM. For
example, an un signalized intersection movement with an average delay of 5 seconds per vehicle is
considered a Level of Service A while an average delay per vehicle of 2 0 seconds is considered a C. A
Level of Service D or better is generally considered acceptable for a signalized intersection while a
Level of Service E or better is generally considered acceptable for a n unsignalized intersection.
The Synchro capacity analysis of the existing traffic operations indicates that all traffic movements in
the study area are operating at an acceptable Level of Service C or better during all three peak hours.
The detailed Level of Service and queue summary, and capacity analysis printouts, have been attached.
Mr. Wilson
June 8, 2026
Page 5 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
There are no concerns with existing traffic operations on US Route 9 in the vicinity of the project site
as there are ample gaps in traffic and clear sight lines in both directions. There are no capacity
concerns with traffic turning on or off US Route 9 at the study area intersections . These findings are
consistent with observations made during the data collection effort.
Crash Analysis
An crash analysis was completed for US Route 9 between Crescent Avenue and E West Road using
history reports obtained for a four year period from May 2022 through May 2026.
Over the four year period, there were 34 total crashes in the study area. There were 6 crashes at the
Crescent Avenue intersection (4 rearend crashes and 2 left turn crashes), 6 crashes at the E West Road
intersection (5 rearend crashes and 1 animal related crash ), and 18 midblock crashes along US Route 9
(9 animal related crashes, 3 fixed object crashes, 3 left turn crashes, 2 rearend crashes, and 1 right
angle crash). There were 4 crashes in area parking lots included in the data.
Based on the US Route 9/Crescent Avenue intersection geometry and annual average daily traffic
volumes, the predicted NYSDOT Safety Performance Function is 2.58 total crashes per year and 0.87
injury/fatality crashes per year. The calculated number of total crashes per year were 1.50. The
calculated number of injury/fatality crashes per year were 0.00. This intersection has been identified to
have a LOSS 2 rating based on total crash history and LOSS 2 rating based on injury crash history.
This is not considered a severe crash location.
Based on the US Route 9/E West Road intersection geometry and annual average daily traffic volumes,
the predicted NYSDOT Safety Performance Function is 1.59 total crashes per year and 0.56
injury/fatality crashes per year. The calculated number of total crashes per year were 1.50. The
calculated number of injury/fatality crashes per year were 0.33. This intersection has been identified to
have a LOSS 2 rating based on total crash history and LOSS 2 rating based on injury crash history.
This is not considered a severe crash location.
Based on the US Route 9 roadway geometry and annual average daily traffic volumes, the predicted
NYSDOT Safety Performance Function is 22.05 total crashes per year and 4.65 injury/fatality crashes
per year. The calculated number of total crashes per year were 4.50. The calculated number of
injury/fatality crashes per year were 1.00. This roadway segment has been identified to have a LOSS 2
rating based on total crash history and LOSS 2 rating based on injury crash history. This is not
considered a severe crash roadway.
Overall, there were 30 property damage only crashes with 4 injury crashes and 1 fatality crashes. The
fatality crash occurred on September 30 th, 2025 involving a tractor trailer traveling southbound on US
Route 9 striking at pickup truck that stopped on the southbound shoulder of the roadway.
The detailed crash summary and calculations have been attached.
Mr. Wilson
June 8, 2026
Page 6 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
2028 Background Operations
The proposed mixed use development is expected to be completed over approximately 3 years,
therefore 2028 was used as the design year for this study. In order to fully understand the impacts of
the development on the adjacent roadway system, analysis of the operations immediately before the
project completion must first be completed. The existing traffic volumes were first adjusted by a
growth rate to account for any unknown development that may occur prior to completion of the
project.
Historical traffic volumes along US Route 9 passing the site, and along Crescent Avenue to the east of
US Route 9, were taken from the NYSDOT Traffic Data Viewer website and reviewed in order to
identify an appropriate ba ckground growth rate. Long term growth rates in the area have been positive
on US Route 9 around +1.1% per year and negative on Crescent Avenue around -2.8% per year
between 2015 and 2024. In order to maintain a conservative analysis, a positive +1.0% per year
growth was chosen and used to grow the 2025 existing traffic volumes to the 2028 background
condition.
There are no known specific approved developments in the area that need to be included in the growth
projections.
The 2030 background traffic volumes with 1% growth per year (3% total) are shown in Figure 2.
Capacity analysis of the background operations indicates that there will be minor increases in delay
during all three peak hours. The analysis indicates that all traffic movements in the study area will
continue to operate at an acceptable Level of Service C or better during the three peak hours. The
detailed Level of Service and queue summary, and capacity analysis printouts, have been attached.
Trip Generation Estimate and Distribution
The proposed development includes 128 apartments, 9,800 SF of commercial/retail space, and a 120
room hotel. Trips generated by the proposed development were estimated using the ITE Trip
Generation, 12th Edition, which is the industry accepted standard for estimating traffic generated by
new developments. Land Use 220 – Multi-Family Housing (Low-Rise), Land Use 822 – Strip Retail
(<40K), and Land Use 310 – Hotel, were used.
A portion of the retail traffic generated will be drawn from traffic already passing the site on US Route
9 and is referred to as pass-by trips. Pass-by trips are vehicles that are already traveling through the
study area but will now stop at the development on their way to another destination, such as stopping
on their way to or from work. Based on data from the ITE Trip Generation, the average pass-by trip
percentage for Land Use 821 is 40% during the evening peak hour and 31% during the Saturday
midday peak hour. A 10% pass -by rate was assumed during the morning peak hour and 25% was
Mr. Wilson
June 8, 2026
Page 7 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
assumed during the evening and Saturday peak hours. All trips associated with the apartments and
hotel were assumed to be new trips.
The following table summarizes the trip generation estimate for the proposed mixed use development
on US Route 9 in the Saratoga Springs.
Trip Generation Summary
Morning
Peak Hour
Evening
Peak Hour
Saturday
Peak Hour
Entering Exiting Entering Exiting Entering Exiting
Apartments – 128 Units 13 39 42 25 24 39
Commercial/Retail – 9,800 SF 22 17 31 31 33 32
Hotel – 120 Rooms 21 20 28 28 28 28
Total Trips Generated 56 76 101 84 85 99
Retail Pass-by Trips -2 -2 -7 -7 -8 -8
Total New Trips Generated 54 74 94 77 77 91
Many people expect that residential land uses will generate an average of 2 trips per unit during peak
hours. The trip generation rates for residential land uses are generally less than 1 trip per unit for a
number of reasons. The primary reason is that people work different times, some may leave for work
at 6:30 in the morning while others may leave at 7:30 or 8:30. Subsequently, the arrival patterns home
in the evening will also be staggered over multiple hours. Some people work evenings while others
may stay at home or work from home. The rates contained in the ITE Trip Generation have been
verified and provide an accurate representation of what may be expected for this development during
the peak hours of the adjacent streets.
The detailed trip generation calculations have been attached.
Overall, the mixed use development is expected to be a moderate traffic generator with 56 trips
entering/76 trips exiting during the morning peak hour , 101 trips entering/84 trips exiting during the
evening peak hour, and 85 trips entering/99 trips exiting during the Saturday peak hour.
Based on existing traffic patterns and population centers in the area, 50% of the new trips generated are
expected to travel to/from the south on US Route 9, 40% are expected to travel to/from the north on
US Route 9, and 10% are expected to travel to/from the east on Crescent Avenue. The expected
arrival/departure distribution is shown in Figure 3. The trips generated are shown in Figure 4. The
resultant full build traffic volumes are shown in Figure 5.
Mr. Wilson
June 8, 2026
Page 8 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
Build Operations
Based on the projected turning movements on US Route 9 at the site driveways, there are more than
sufficient gaps available to accommodate the proposed development.
Both site driveways are proposed to have two lanes entering the site and one lane exiting the site with
stop sign control on the driveways and free flow traffic on US Route 9.
Capacity analysis of the build condition with the proposed mixed use development indicates that the
development will have only minor impacts on traffic operations at the existing signalized US Route 9
intersections with Crescent Avenue and E West Road. All traffic movements will continue to operate
at acceptable Levels of Service C or better during all three peak hour s with the following minor drops
in Level of Service noted:
• US Route 9 @ Crescent Avenue
o Overall Intersection – LOS A to B - +1 second average delay – Morning Peak Hour
o WB Left/Right – LOS B to C - +3 seconds average delay – Morning Peak Hour
• US Route 9 @ E West Road
o EB Left/Right – LOS B to C - +2 seconds average delay – Evening Peak Hour
The additional traffic generated by the development will have no notable impacts on traffic operations
at the Tree House Brewery driveway s. The driveways are project to operate at Level of Service C or
better through the build condition.
The site driveways are projected to operate at Level of Service C during all three peak hours with
minimal delays on US Route 9.
The detailed Level of Service and queue summary, and capacity analysis printouts, have been attached.
Signal Warrant Analysis
A signal warrant analysis was completed for the site driveway intersections at US Route 9 to confirm
that signals are not warranted at either location with the proposed full build out of the proposed mixed
use development.
The 2028 weekday morning and evening peak hour build traffic volumes for the approaches to both
intersections were extrapolated over a typical day from 6am to 7pm based on the typical variation in
hourly volumes on urban streets, developed by the Traffic Institute at Northwestern University. The
morning peak hour volumes were extrapolated from 6am to 12pm, and the evening peak hour volumes
were extrapolated from 12pm to 7pm. Both the typical variation in traffic graphic and estimated
hourly traffic volumes at each intersection have been attached.
Mr. Wilson
June 8, 2026
Page 9 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
Traffic Signal Warrant #1 – Eight Hour Vehicular Volume .
Condition A – Minimum Vehicular Volume
A signal is warranted when the mainline volume exceeds 600 vehicles in both directions
combined and the side street exceeds 150 vehicles on one side for 8 hours in one day.
The side street volume thresholds are not met for any hour at either driveway.
Condition A is not met at Either Driveway.
Condition B – Interruption of Continuous Traffic
A signal is warranted when the mainline volume exceeds 900 vehicles in both directions
combined and the side street exceeds 75 vehicles on one side for 8 hours in one day.
The side street volume thresholds are not met for any hour at either driveway.
Condition B is not met at Either Driveway.
Combination of Conditions A and B
A signal is warranted when volumes meet 80% of the requirements for both Conditions A and
B. The mainline volume must exceed 720 vehicles in both directions combined and the side
street must exceed 120 vehicles on one side for 8 hours in one day.
The side street volume thresholds are not met for any hour at either driveway.
Combination of Conditions A and B is not met at Either Driveway.
Traffic Signal Warrant #1 is Not Met at Either Driveway
Traffic Signal Warrant #2 – Four-Hour Vehicular Volume
This warrant is similar to Warrant #1 however is based on only four hours and requires higher
side street volumes as shown in Figure 4C -1 of the MUTCD manual.
The side street volume thresholds are not met for any hour at either driveway.
Traffic Signal Warrant #2 is not met at Either Driveway.
Traffic Signal Warrant #3 – Peak Hour
This warrant requires failing side street operations during the peak hour with a total hourly
delay over 5 hours, more than 100 vehicles on the side street and a total intersection volume
over 800 vehicles.
Mr. Wilson
June 8, 2026
Page 10 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
The projected volumes and delays without a traffic signal do not meet the required threshold s
at either driveway
Traffic Signal Warrant #3 is Not Met at Either Driveway
Traffic Signal Warrant #4 – Pedestrian Volume
This warrant requires high pedestrian volumes with less than 60 available gaps in traffic for the
pedestrians to safely cross.
Traffic Signal Warrant #4 is Not Met at Either Driveway.
Traffic Signal Warrant #5 – School Crossing
This warrant requires high student pedestrian volumes with few gaps in traffic for the
pedestrians to safely cross.
Traffic Signal Warrant #5 is Not Applicable at Either Driveway
Traffic Signal Warrant #6 – Coordinated Signal System
This warrant applies when a traffic signal would be beneficial to maintain traffic progression
through a coordinated corridor.
Traffic Signal Warrant #6 is Not Applicable at Either Driveway
Traffic Signal Warrant #7 – Crash Experience
This warrant can be applied based on crash history if the signal will improve safety.
There is no significant crash history in the study area.
Traffic Signal Warrant #7 is Not Applicable at Either Driveway
Traffic Signal Warrant #8 – Roadway Network
This warrant applies when a traffic signal would be beneficial to maintain traffic progression,
platooning or improve traffic operations in some other manner in a roadway network.
Traffic Signal Warrant #8 is Not Applicable at Either Driveway
A traffic signal is not warranted at either of the two proposed site driveways.
Mr. Wilson
June 8, 2026
Page 11 of 11
Re: Updated Traffic Impact Study – Proposed Mixed Use Development
US Route 9, Saratoga Springs, NY
The detailed signal warrant analysis has been attached.
Conclusions
The additional traffic generated by the proposed mixed use development will have no notable or
significant impact on traffic operations on US Route 9. The development will only average 1-2
vehicles entering and exiting per minute during the peak hours. There are excellent site lines at both
driveways exiting onto US Route 9 , more than sufficient gaps in traffic to accommodate the
development, and no notable crash history in the area. There are no capacity concerns noted.
There are no off-site mitigation measures recommended.
If you have any questions or need additional information, please call.
Sincerely,
Gordon T. Stansbury, P.E., P.T.O.E.
GTS Consulting
Attachments – Site Plan Traffic Volume Figures 1-5 Gap Calculations
Spot Speed Data Growth Rate Calculations Trip Generation Estimate
Crash Data Historical Count Data Count Data
MV-104 Crash Reports Synchro Capacity Printouts Signal Warrant Analysis
Proposed Mixed Use Development
US Route 9 – Saratoga Springs, NY
Intersection Level of Service Summary
Weekday Morning Peak Hour
Intersection
Available
Storage
2025
Existing
2028
Background
2028
Build
LOS
Max
Queue
LOS
Max
Queue
LOS
Max
Queue
US Route 9 @
Crescent Avenue
A(10) A(10) B(11)
WB Left/Right - B(15) 59 B(15) 62 B(17) 69
NB Through/Right - B(14) 234 B(14) 245 B(14) 262
SB Left 200 A(4) 22 A(4) 23 A(4) 23
SB Through - A(4) 81 A(4) 85 A(4) 92
US Route 9 @
E West Road
A(3) A(3) A(3)
EB Left 400 B(16) 7 B(16) 7 B(17) 7
EB Right - B(14) 6 B(14) 6 B(14) 6
NB Left 375 A(1) 6 A(2) 6 A(1) 6
NB Through - A(1) 81 A(1) 84 A(1) 87
SB Through - A(6) 176 A(6) 183 A(6) 193
SB Right 200 A(6) 4 A(6) 4 A(6) 4
US Route 9 @
Tree House Entrance Drive
NB Through/Right - a(0) 0 a(0) 0 a(0) 0
SB Left 150 a(0) 0 a(0) 0 a(0) 0
SB Through - a(0) 0 a(0) 0 a(0) 0
US Route 9 @
Tree House Exit Drive
WB Left/Right - b(13) 0 b(14) 0 b(14) 0
NB Through - a(0) 0 a(0) 0 a(0) 0
SB Through - a(0) 0 a(0) 0 a(0) 0
US Route 9 @
North Access
WB Left/Right - - - - - c(18) 10
NB Through - - - - - a(0) 0
SB Left 150 - - - - b(11) 3
SB Through - - - - - a(0) 0
US Route 9 @
South Access
WB Left/Right - - - - - c(20) 15
NB Through - - - - a(0) 0
SB Left 150 - - - - b(11) 3
SB Through - - - - - a(0) 0
B(12) – Signalized Level of Service (Average Delay per Vehicle in Seconds)
a(9) – Unsignalized Level of Service (Average Delay per Vehicle in Seconds)
Max Queue – 95th Percentile Queue in Feet
Proposed Mixed Use Development
US Route 9 – Saratoga Springs, NY
Intersection Level of Service Summary
Weekday Evening Peak Hour
Intersection
Available
Storage
2025
Existing
2028
Background
2028
Build
LOS
Max
Queue
LOS
Max
Queue
LOS
Max
Queue
US Route 9 @
Crescent Avenue
B(11) B(12) B(12)
WB Left/Right - C(21) 87 C(22) 92 C(24) 108
NB Through/Right - B(17) 248 B(17) 262 B(18) 283
SB Left 200 A(5) 32 A(6) 33 A(6) 35
SB Through - A(5) 111 A(5) 118 A(5) 132
US Route 9 @
E West Road
A(5) A(5) A(5)
EB Left 400 B(19) 17 B(19) 17 C(21) 17
EB Right - B(11) 21 B(11) 22 B(11) 22
NB Left 375 A(1) 3 A(1) 3 A(1) 3
NB Through - A(3) 74 A(3) 76 A(3) 81
SB Through - A(7) 242 A(7) 252 A(7) 263
SB Right 200 A(6) 5 A(6) 5 A(6) 5
US Route 9 @
Tree House Entrance Drive
NB Through/Right - a(0) 0 a(0) 0 a(0) 0
SB Left 150 b(11) 3 b(11) 4 b(11) 4
SB Through - a(0) 0 a(0) 0 a(0) 0
US Route 9 @
Tree House Exit Drive
WB Left/Right - c(18) 8 c(19) 8 c(19) 8
NB Through - a(0) 0 a(0) 0 a(0) 0
SB Through - a(0) 0 a(0) 0 a(0) 0
US Route 9 @
North Access
WB Left/Right - - - - - c(19) 13
NB Through - - - - - a(0) 0
SB Left 150 - - - - b(11) 3
SB Through - - - - - a(0) 0
US Route 9 @
South Access
WB Left/Right - - - - - c(22) 18
NB Through - - - - a(0) 0
SB Left 150 - - - - b(11) 3
SB Through - - - - - a(0) 0
B(12) – Signalized Level of Service (Average Delay per Vehicle in Seconds)
a(9) – Unsignalized Level of Service (Average Delay per Vehicle in Seconds)
Max Queue – 95th Percentile Queue in Feet
Proposed Mixed Use Development
US Route 9 – Saratoga Springs, NY
Intersection Level of Service Summary
Saturday Midday Peak Hour
Intersection
Available
Storage
2025
Existing
2028
Background
2028
Build
LOS
Max
Queue
LOS
Max
Queue
LOS
Max
Queue
US Route 9 @
Crescent Avenue
B(12) B(12) B(13)
WB Left/Right - B(20) 89 C(21) 95 C(23) 112
NB Through/Right - B(17) 225 B(18) 241 B(18) 270
SB Left 200 A(5) 36 A(6) 38 A(6) 40
SB Through - A(4) 71 A(5) 75 A(5) 86
US Route 9 @
E West Road
A(6) A(6) A(6)
EB Left 400 B(17) 32 B(17) 32 B(17) 33
EB Right - A(9) 19 A(9) 20 A(9) 20
NB Left 375 A(2) 7 A(2) 7 A(2) 7
NB Through - A(4) 65 A(4) 67 A(4) 71
SB Through - A(8) 138 A(8) 143 A(8) 153
SB Right 200 A(6) 9 A(6) 9 A(6) 9
US Route 9 @
Tree House Entrance Drive
NB Through/Right - a(0) 0 a(0) 0 a(0) 0
SB Left 150 b(11) 9 b(11) 9 b(12) 10
SB Through - a(0) 0 a(0) 0 a(0) 0
US Route 9 @
Tree House Exit Drive
WB Left/Right - c(16) 10 c(16) 10 c(17) 10
NB Through - a(0) 0 a(0) 0 a(0) 0
SB Through - a(0) 0 a(0) 0 a(0) 0
US Route 9 @
North Access
WB Left/Right - - - - - c(17) 13
NB Through - - - - - a(0) 0
SB Left 150 - - - - b(11) 3
SB Through - - - - - a(0) 0
US Route 9 @
South Access
WB Left/Right - - - - - c(19) 18
NB Through - - - - a(0) 0
SB Left 150 - - - - b(11) 3
SB Through - - - - - a(0) 0
B(12) – Signalized Level of Service (Average Delay per Vehicle in Seconds)
a(9) – Unsignalized Level of Service (Average Delay per Vehicle in Seconds)
Max Queue – 95th Percentile Queue in Feet
O
N
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GTS Consulting
Proposed Mixed Use Development - US Route 9 - Saratoga Springs,NY
Not to Scale
2025 Existing Traffic Volumes Collected November 6th & 8th, 2025
Weekday Morning (Weekday Evening) {Saturday Midday} Peak Hour
Figure 1
Proposed
Development
US Route 9
US Route 9
Crescent Avenue
E West Road
21
(7)
{29}
957
(952)
{871}
2 (9){33}2 (25){29}
2
(4)
{11}
750
(1015)
{644}
88 (87){101}
30 (53) {51}
959
(961)
{904}
0
(0)
{0}
836
(829){687}
71
(115)
{146}
752
(1019)
{655}
0
(0)
{0}
727
(871)
{584}
83
(112)
{127}
Weekday Morning Peak Hour -7:30-8:30pm
Weekday Evening Peak Hour - 4:30-5:30pm
Saturday Midday Peak hour - 12:00am-1:00pm
0 (0) {0}
0 (0) {0}
959
(961)
{904}
0
(0)
{0}
752
(1019)
{655}
0
(0)
{0}
0 (0) {0}
0 (0) {0}
Tree House
Brewing
942
(981)
{918}
763
(1029)
{731}
2 (12) {24}
0 (11) {16}
942
(981)
{918}
2
(33)
{68)
763
(1017)
{662}
0
(23)
{64}
Tree House Counts
Collected on 5/27/26 & 5/30/26
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GTS Consulting
Proposed Mixed Use Development - US Route 9 - Saratoga Springs,NY
Not to Scale
2028 Background Traffic Volumes - With 1% Growth per Year (3% Total)
Weekday Morning (Weekday Evening) {Saturday Midday} Peak Hour
Figure 2
Proposed
Development
US Route 9
US Route 9
Crescent Avenue
E West Road
22
(7)
{30}
986
(981)
{897}
2 (9){34}2 (26){30}
2
(4)
{11}
773
(1045)
{663}
91 (90){104}
31 (55) {53}
988
(990)
{931}
0
(0)
{0}
861
(854){708}
73
(118)
{150}
775
(1049)
{674}
0
(0)
{0}
749
(897)
{602}
85
(115)
{131}
0 (0) {0}
0 (0) {0}
988
(990)
{931}
0
(0)
{0}
775
(1049)
{674}
0
(0)
{0}
0 (0) {0}
0 (0) {0}
Tree House
Brewing
970
(1010)
{946}
786
(1060)
{753}
2 (12) {25}
0 (11) {16}
970
(1010)
{946}
2
(34)
{70)
786
(1048)
{682}
0
(27)
{66}
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GTS Consulting
Proposed Mixed Use Development - US Route 9 - Saratoga Springs,NY
Not to Scale
Arrival / Departure Trip Distribution
New (Pass-by) Trip Percentage
Figure 3
Proposed
Development
US Route 9
US Route 9
Crescent Avenue
E West Road
50%
50%
10%
20%
(-40%)
30%
(+40%)
40%
10%
30%
(-40%)
25%
(+10%)
40%
25%(+10%)
30%(+40%)
25%
(-40%)
20%
(+10%)
25%
(-40%)
25%
(+40%)
25%(+40%)
20%(+10%)
Tree House
Brewing
50%
50%
50%
50%
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GTS Consulting
Proposed Mixed Use Development - US Route 9 - Saratoga Springs,NY
Not to Scale
Trips Generated
Weekday Morning (Weekday Evening) {Saturday Midday} Peak Hour
Figure 4
Proposed
Development
US Route 9
US Route 9
Crescent Avenue
E West Road
27
(47)
{39}
37
(38)
{45}
5 (9) {8}
10
(16)
{13}
17
(31)
{26}
30
(30)
{37}
7
(8)
{9}
14
(12)
{15}
14
(24)
{20}
22
(38)
{30}
19 (21) {24}
23 (26) {30}
18
(16)
{20}
11
(20)
{17}
13
(21)
{16}
14
(26)
{22}
19 (22) {26}
15 (15) {19}
Tree House
Brewing
37
(38)
{46}
27
(47)
{38}
37
(38)
{46}
27
(47)
{38}
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GTS Consulting
Proposed Mixed Use Development - US Route 9 - Saratoga Springs,NY
Not to Scale
2028 Build Traffic Volumes
Weekday Morning (Weekday Evening) {Saturday Midday} Peak Hour
Figure 5
Proposed
Development
US Route 9
US Route 9
Crescent Avenue
E West Road
22
(7)
{30}
1013
(1028)
{936}
2 (9){34}2 (26){30}
2
(4)
{11}
810
(1083)
{708}
91 (90){104}
36 (64) {61}
998
(1006)
{944}
17
(31)
{26}
891
(884){745}
80
(126)
{159}
789
(1061)
{689}
14
(24)
{20}
771
(935)
{632}
85
(115)
{131}
1006
(1009)
{948}
11
(20)
{17}
788
(1070)
{690}
14
(26)
{22}
1007
(1048)
{992}
813
(1107)
{791}
2 (12) {25}
0 (11) {16}
1007
(1048)
{992}
2
(34)
{70)
813
(1095)
{720}
0
(27)
{66}
19 (21) {24}
23 (26) {30}
19 (22) {26}
15 (15) {19}
Intersection Gap Study
Project: Proposed Mixed Use Development - US Route 9 - Saratoga Springs, NY
Date: 11/6/2025 & 11/8/2025
Intersection: Proposed Site Access @ US Route 9
Movement: Right Turns Exiting / Left Turns Entering
6-9 sec 10-13 sec 14-17 sec 18-19 sec 20-23 sec 24-25 sec 26-29 sec >29 sec Interval Hour
Time Interval x 1 x 2 x 3 x 4 x 5 x 6 x 7 x 8 Total Total
Morning Peak Hour
7:30-7:45am # of Gaps 17 8 6 1 1 0 2 1
# of Vehicles 17 16 18 4 5 0 14 8 82
7:45-8:00am # of Gaps 20 7 3 2 1 1 0 0
# of Vehicles 20 14 9 8 5 6 0 0 62
8:00-8:15am # of Gaps 15 7 4 3 1 1 0 1
# of Vehicles 15 14 12 12 5 6 0 8 72
8:15-8:30am # of Gaps 18 7 3 1 4 1 0 1
# of Vehicles 18 14 9 4 20 6 0 8 79 295
Evening Peak Hour
4:30-4:45pm # of Gaps 15 8 6 0 1 1 0 2
# of Vehicles 15 16 18 0 5 6 0 16 76
4:45-5:00pm # of Gaps 16 3 2 0 0 0 0 0
# of Vehicles 16 6 6 0 0 0 0 0 28
5:00-5:15pm # of Gaps 9 12 6 2 4 1 0 1
# of Vehicles 9 24 18 8 20 6 0 8 93
5:15-5:30pm # of Gaps 14 9 6 0 3 0 1 0
# of Vehicles 14 18 18 0 15 0 7 0 72 269
Saturday Peak Hour
12:00-12:15pm # of Gaps 16 7 5 3 0 3 0 1
# of Vehicles 16 14 15 12 0 18 0 8 83
12:15-12:30pm # of Gaps 17 7 4 1 0 1 1 2
# of Vehicles 17 14 12 4 0 6 7 16 76
12:30-12:45pm # of Gaps 12 7 1 0 2 2 4 2
# of Vehicles 12 14 3 0 10 12 28 16 95
12:45-1:00pm # of Gaps 11 8 4 4 3 0 0 1
# of Vehicles 11 16 12 16 15 0 0 8 78 332
Intersection Gap Study
Project: Proposed Mixed Use Development - US Route 9 - Saratoga Springs, NY
Date: 11/6/2025 & 11/8/2025
Intersection: Proposed Site Access @ US Route 9
Movement: Left Turns Exiting
6-9 sec 10-13 sec 14-17 sec 18-19 sec 20-23 sec 24-25 sec 26-29 sec >29 sec Interval Hour
Time Interval x 1 x 2 x 3 x 4 x 5 x 6 x 7 x 8 Total Total
Morning Peak Hour
7:30-7:45am # of Gaps 14 6 4 0 0 0 0 0
# of Vehicles 14 12 12 0 0 0 0 0 38
7:45-8:00am # of Gaps 10 3 1 0 0 0 0 0
# of Vehicles 10 6 3 0 0 0 0 0 19
8:00-8:15am # of Gaps 13 3 1 0 0 0 0 0
# of Vehicles 13 6 3 0 0 0 0 0 22
8:15-8:30am # of Gaps 15 5 1 1 0 0 0 0
# of Vehicles 15 10 3 4 0 0 0 0 32 111
Evening Peak Hour
4:30-4:45pm # of Gaps 14 3 1 0 0 0 0 0
# of Vehicles 14 6 3 0 0 0 0 0 23
4:45-5:00pm # of Gaps 9 1 2 1 0 0 0 0
# of Vehicles 9 2 6 4 0 0 0 0 21
5:00-5:15pm # of Gaps 12 8 1 0 0 0 0 0
# of Vehicles 12 16 3 0 0 0 0 0 31
5:15-5:30pm # of Gaps 12 5 1 0 0 0 0 0
# of Vehicles 12 10 3 0 0 0 0 0 25 100
Saturday Peak Hour
12:00-12:15pm # of Gaps 13 4 1 2 0 0 0 1
# of Vehicles 13 8 3 8 0 0 0 8 40
12:15-12:30pm # of Gaps 18 5 0 1 2 0 0 0
# of Vehicles 18 10 0 4 10 0 0 0 42
12:30-12:45pm # of Gaps 17 5 4 0 3 0 0 0
# of Vehicles 17 10 12 0 15 0 0 0 54
12:45-1:00pm # of Gaps 11 7 3 1 0 0 0 0
# of Vehicles 11 14 9 4 0 0 0 0 38 174
Distance Travelled (ft) =275 50 Speed Measurements per Direction Speed Limit 55 mph
NB Time Calculated NB Time Calculated SB Time Calculated SB Time Calculated
Seconds Speed Seconds Speed Seconds Speed Seconds Speed
4.21 45 3.58 52 4.09 46 3.41 55
4.05 46 3.57 53 4.00 47 3.40 55
3.99 47 3.55 53 3.82 49 3.37 56
3.87 48 3.55 53 3.81 49 3.36 56
3.84 49 3.55 53 3.78 50 3.36 56
3.77 50 3.52 53 3.76 50 3.35 56
3.77 50 3.48 54 3.73 50 3.35 56
3.75 50 3.46 54 3.66 51 3.32 56
3.75 50 3.45 54 3.65 51 3.32 56
3.74 50 3.43 55 3.63 52 3.32 56
3.74 50 3.42 55 3.62 52 3.31 57
3.71 51 3.42 55 3.56 53 3.31 57
3.71 51 3.36 56 3.53 53 3.29 57
3.71 51 3.36 56 3.52 53 3.28 57
3.67 51 3.34 56 3.52 53 3.28 57
3.67 51 3.30 57 3.50 54 3.28 57
3.65 51 3.30 57 3.47 54 3.28 57
3.64 52 3.27 57 3.45 54 3.25 58
3.64 52 3.24 58 3.44 55 3.25 58
3.64 52 3.23 58 3.43 55 3.25 58
3.64 52 3.21 58 3.43 55 3.22 58
3.58 52 3.21 58 3.42 55 3.22 58
3.58 52 3.18 59 3.41 55 3.19 59
3.58 52 3.15 60 3.41 55 3.12 60
3.58 52 3.14 60 3.41 55 3.00 63
Northbound Southbound
Average Speed =53 mph Average Speed =55 mph
85th Percentile Speed =57 mph 85th Percentile Speed =57.5 mph
Proposed Mixed Use Development - US Route 9 - Saratoga Springs, NY
Speed Study Measurements - US Route 9 Passing Site
11/6/2025
Background Traffic Grow th Calculations
Proposed Mixed Use Development
US Route 9 -Saratoga Springs,NY
Historical Traffic Counts Taken from the NYSDOT Traffic Data Viewer Wesbsite
US Route 9 - Between Crescent Avenue and South City Line
2024 2021 2018 2015
21,338 veh 17,438 veh 21,854 veh 19,358 veh
Crescent Avenue - Between US Route 9 and County Route 64
2024 2021 2018 2015
4,279 veh 4,711 veh 5,330 veh 5,740 veh
Use +1.0% annual growth for traffic projections
+7.5% per year -6.7% per year
-3.1% per year
-2.8% per year
-3.3% per year
-2.4% per year-3.9% per year
-0.4% per year
+4.3% per year
+1.1% per year
Proposed Development 128 Apartments
9,800 SF - Commercial/Retail Space
120 Room - Hotel
ITE Trip Generation - 12th Edition
Land Use 220 - Multi-Family Housing (Low-Rise) - Not Close To Rail Transit
Morning Peak Hour 0.41 Trips/Unit 24%Enter 76%Exit
Evening Peak Hour 0.52 Trips/Unit 62%Enter 38%Exit
Saturday Peak Hour 0.49 Trips/Unit 38%Enter 62%Exit
Land Use 822 - Strip Retail Plaza (<40K)
Morning Peak Hour 3.93 Trips/1,000 SF 55%Enter 45%Exit
Evening Peak Hour 6.29 Trips/1,000 SF 50%Enter 50%Exit
Saturday Peak Hour 6.63 Trips/1,000 SF 51%Enter 49%Exit
Land Use 310 - Hotel
Morning Peak Hour 0.34 Trips/Room 52%Enter 48%Exit
Evening Peak Hour 0.47 Trips/Room 51%Enter 49%Exit
Saturday Peak Hour 0.47 Trips/Room 51%Enter 49%Exit
ITE Trip Generation
Land Use 821 - Avg PM Pass-by - 40%, Avg Sat Pass-by - 31% - Assume AM - 10%, PM/Sat - 25%
Development Size Total Trips Entering Exiting Total Trips Entering Exiting Total Trips Entering Exiting
Apartments 128 52 13 39 67 42 25 63 24 39
Commercial/Retail 9,800 SF 39 22 17 62 31 31 65 33 32
Hotel 80 Rooms 41 21 20 56 28 28 56 28 28
132 56 76 185 101 84 184 85 99
-4 -2 -2 -14 -7 -7 -16 -8 -8
128 54 74 171 94 77 168 77 91
Proposed Mixed Use Development
US Route 9 - Saratoga Springs, NY
Trip Generation Estimate
Retail Pass-by Trips Generated (AM-10%, PM/Sat-25%)
Total New Trips Generated
Trip Generation Estimate - Proposed Mixed Use Development
Total Trips Generated
Saturday Peak HourMorning Peak Hour Evening Peak Hour
Crash #Date Location Type # Cars Severity Direction Conditions Contributing Factors
1 5/4/2022 US 9 - 300' S of Crescent Right Angle 2 PDO SB Uturn / SB Wet Failure to Yield ROW
2 6/17/2022 Crescent Ave @ US 9 Rearend 2 PDO WB / WB Dry Glare
3 7/9/2022 US 9 - 300' S of Crescent Animal 1 PDO NB / Deer Dry Animal's Actions
4 9/10/2022 Crescent Ave @ US 9 Left Turn 2 PDO SB Left / NB Dry Failure to Yield ROW
5 9/15/2022 US 9 - 500' N of Crescent Animal 1 PDO NB / Deer Dry Animal's Actions
6 11/8/2022 Crescent Ave @ US 9 Rearend 2 PDO SB / SB Stopped Dry Following Too Closely
7 10/24/2022 Crescent Ave @ US 9 Rearend 2 PDO NB / NB Dry Following Too Closely
8 3/16/2022 US 9 - Homewood Suites Left Turn 2 INJ SB Left / NB Dry Failure to Yield ROW
9 12/31/2022 US 9 - 0.1mi S of Crescent Animal 1 PDO SB / Deer Wet Animal's Actions
10 6/10/2023 E West Rd @ US 9 Rearend 2 PDO NB / NB Stopped Dry Following Too Closely
11 6/15/2023 US 9 - 100' N of E West Animal 1 PDO NB / Deer Dry Animal's Actions
12 8/7/2023 P-Lot - 3402 US 9 Backing 2 PDO NB Backing / WB Parked Wet Backing Unsafely
13 8/14/2023 US 9 near 3304 US 9 Fixed Object 1 PDO SB / Curb Dry Unknown
14 8/16/2023 E West Rd @ US 9 Rearend 2 PDO SB / SB Stopped Dry Following Too Closely
15 12/14/2023 US 9 - 400' N of E West Animal 1 PDO SB / Coyote Dry Animal's Actions
16 2/10/2024 E West Rd @ US 9 Rearend 2 PDO SB / SB Stopped Wet Following Too Closely
17 1/25/2024 US 9 - 100' N of Crescent Fixed Object 1 PDO SB / Median Wet Reaction to Another Vehicle
18 4/19/2024 E West Rd @ US 9 Rearend 3 INJ SB / SB Stopped (2) Dry Alcohol Involvement
19 5/11/2024 Crescent Ave @ US 9 Rearend 2 PDO NB / NB Dry Following Too Closely
20 8/3/2024 Crescent Ave @ US 9 Left Turn 2 PDO SB Uturn / NB Dry Turning Improper
21 9/24/2024 P-Lot - Homewood Suites Sideswipe 2 PDO NB / SB Parked Dry Opened Door into Travel Lane
22 11/8/2024 US 9 - 0.5mi N of E West Animal 1 PDO NB / Deer Dry Animal's Actions
23 11/17/2024 US 9 - 1000' S of E West Animal 1 PDO SB / Deer Dry Animal's Actions
24 6/18/2025 P-Lot - Honda City Sideswipe 2 PDO EB / EB Parked Dry Driver Inattention
25 7/25/2025 US 9 - Honda Left Turn 2 PDO WB Left / NB Dry Failure to Yield ROW
26 9/30/2025 US 9 - 305' N of E West Rearend 2 INJ NB / NB / NB Dry Distracted Driver
27 10/21/2025 E West Rd @ US 9 Rearend 2 PDO NB / NB Stopped Dry Following Too Closely
28 9/30/2025 US 9 - North of E West Rearend 2 FAT SB / SB Parked on Shoulder Unknown Failure to Keep Left
29 10/29/2025 US 9 - 0.5mi S of Crescent Animal 1 PDO NB / Deer Dry Animal's Actions
30 11/12/2025 E West Rd @ US 9 Animal 1 PDO NB / Deer Wet Animal's Actions
31 11/22/2025 US 9 - 500' S of E West Animal 1 PDO NB / Deer Dry Animal's Actions
32 3/24/2026 US 9 - Homewood Suites Left Turn 2 INJ SB Left / NB Dry Failure to Yield ROW
33 5/1/2026 P-Lot - Honda City Backing 2 PDO WB Backing / SB Dry Backing Unsafely
34 5/18/2026 US 9 - 0.22mi N of E West Fixed Object 1 PDO SB / Guide Rail Dry Fell Asleep
Crash History Summaries - May 2022 Through May 2026
Proposed Mixed Use Development - US Route 9 - Saratoga Springs, NY
US 9 @ Crescent Avenue - 6 Crashes US 9 @ E West Road - 6 Crashes US Route 9 Midblock - 18 Crashes
4 - Rearend Crashes 5 - Rearend Crashes 9 - Animal Related Crashes
2 - Left Turn Crashes 1 - Animal Related Crash 3 - Fixed Object Crashes
3 - Left Turn Crashes
2 - Rearend Crashes
Area Parking Lots - 4 Crashes Included in Data 1 - Right Angle Crash
US 9 @ Crescent Avenue Intersection - Evening Peak Hour - 140 Veh EW / 1927 Veh NS. Assumed PM Peak is 9% of AADT, AADT = 1556 Veh EW / 21411 Veh N/S
US 9 @ E West Road Intersection - Evening Peak Hour - 34 Veh EW / 1978 Veh NS. Assumed PM Peak is 9% of AADT, AADT = 378 Veh EW / 21978 Veh N/S
US Route 9 - NYSDOT Traffic Data Viewer - AADT = 21,338 Vehicles.
Intersection Crash Severity - 4 Years
Basic
US 9 @ Crescent Avenue - 6 Crashes LOSS
6 Total Crashes NYSDOT Saftey Performance Function = 2.58 Crashes/Year Calculated Rate = 1.50 Crashes/Year 2
0 Injury Crashes / 0 Fatality Crash NYSDOT Saftey Performance Function = 0.87 Crashes/Year Calculated Rate = 0.00 Crashes/Year 2
High Crashes Location / Low Severity
US 9 @ E West Road - 6 Crashes
6 Total Crashes NYSDOT Saftey Performance Function = 1.59 Crashes/Year Calculated Rate = 1.50 Crashes/Year 2
1 Injury Crash / 0 Fatality Crashes NYSDOT Saftey Performance Function = 0.56 Crashes/Year Calculated Rate = 0.33 Crashes/Year 2
Not a Severe Crash Location
Link Crash Severity
Basic
US Route 9 Midblock - 18 Crashes LOSS
18 Total Crashes NYSDOT Saftey Performance Function = 22.05 Crashes/Year Calculated Rate = 4.50 Crashes/Year 2
3 Injury Crash / 1 Fatality Crashes NYSDOT Saftey Performance Function = 4.65 Crashes/Year Calculated Rate = 1.00 Crashes/Year 2
Not a Severe Crash Roadway
Multi-DayVolumeReportNYSDOT_SC150050000000Tuesday,July9,2024toThursday,July11,2024
SiteName
SiteID
Description
Region
County
DOTID
CountyOrder
Tue Wed Thu Total
2024-07-09 2024-07-10 2024-07-11 Workday 7Day Count
00:00:00 13 19 18 17 50
00:15:00 12 16 17 15 45
00:30:00 8 10 15 11 33
00:45:00 11 7 14 11 32
01:00:00 17 7 7 10 31
01:15:00 9 7 9 8 25
01:30:00 4 3 9 5 16
01:45:00 4 4 9 6 17
02:00:00 2 2 11 5 15
02:15:00 2 3 5 3 10
02:30:00 1 3 8 4 12
02:45:00 4 9 7 7 20
03:00:00 4 5 3 4 12
03:15:00 3 0 7 3 10
03:30:00 4 5 6 5 15
03:45:00 9 5 14 9 28
04:00:00 8 9 11 9 28
04:15:00 13 14 12 13 39
04:30:00 20 14 19 18 53
04:45:00 19 17 20 19 56
05:00:00 16 17 19 17 52
05:15:00 19 31 28 26 78
05:30:00 46 35 43 41 124
05:45:00 53 64 78 65 195
06:00:00 61 72 77 70 210
06:15:00 101 91 102 98 294
06:30:00 139 171 140 150 450
06:45:00 175 185 196 185 556
07:00:00 126 123 125 125 374
07:15:00 141 140 182 154 463
07:30:00 229 228 238 232 695
07:45:00 319 282 267 289 868
08:00:00 203 204 191 199 598
08:15:00 230 229 252 237 711
08:30:00 239 248 257 248 744
08:45:00 271 271 313 285 855
09:00:00 229 188 229 215 646
09:15:00 230 200 214 215 644
09:30:00 177 196 214 196 587
09:45:00 234 187 245 222 666
10:00:00 187 149 213 183 549
10:15:00 164 165 224 184 553
10:30:00 197 198 252 216 647
10:45:00 205 194 282 227 681
11:00:00 157 200 303 220 660
AllNorthbound
Average
9
150050
150050000000
SBROADWAY US9fromCITYOFSARATOGASPRINGStoCRESCENTAVE
1
Saratoga
100514
11:15:00 167 177 302 215 646
11:30:00 188 207 342 246 737
11:45:00 176 217 345 246 738
12:00:00 177 178 325 227 680
12:15:00 170 157 303 210 630
12:30:00 222 187 324 244 733
12:45:00 215 191 296 234 702
13:00:00 182 194 309 228 685
13:15:00 153 212 283 216 648
13:30:00 174 229 246 216 649
13:45:00 171 186 240 199 597
14:00:00 185 183 195 188 563
14:15:00 189 170 236 198 595
14:30:00 192 195 212 200 599
14:45:00 219 205 228 217 652
15:00:00 163 161 210 178 534
15:15:00 195 213 227 212 635
15:30:00 201 224 222 216 647
15:45:00 253 246 247 249 746
16:00:00 197 202 229 209 628
16:15:00 206 215 244 222 665
16:30:00 241 261 262 255 764
16:45:00 249 266 283 266 798
17:00:00 231 278 235 248 744
17:15:00 249 280 279 269 808
17:30:00 227 261 260 249 748
17:45:00 224 258 259 247 741
18:00:00 180 235 198 204 613
18:15:00 178 269 217 221 664
18:30:00 189 231 210 210 630
18:45:00 175 221 205 200 601
19:00:00 127 138 148 138 413
19:15:00 109 112 128 116 349
19:30:00 91 100 129 107 320
19:45:00 85 80 103 89 268
20:00:00 76 111 107 98 294
20:15:00 77 76 94 82 247
20:30:00 74 80 99 84 253
20:45:00 75 77 97 83 249
21:00:00 65 72 87 75 224
21:15:00 53 54 77 61 184
21:30:00 49 57 75 60 181
21:45:00 41 51 81 58 173
22:00:00 41 63 67 57 171
22:15:00 36 58 54 49 148
22:30:00 42 37 60 46 139
22:45:00 38 34 36 36 108
23:00:00 22 27 26 25 75
23:15:00 21 30 28 26 79
23:30:00 19 19 28 22 66
23:45:00 18 20 19 19 57
7am-7pm 9676 10111 11974 10587 31761
6am-10pm 11074 11638 13714 12142 36426
6am-12am 11311 11926 14032 12423 37269
12am-12am 11612 12232 14421 12755 38265
amPeak 7:45:00 7:45:00 11:00:00 8:15:00
PeakVolume 991 963 1292 985
pmPeak 16:30:00 16:30:00 12:00:00 16:30:00
PeakVolume 970 1085 1248 1038
Tue Wed Thu Total
2024-07-09 2024-07-10 2024-07-11 Workday 7Day Count
00:00:00 13 14 13 13 40
00:15:00 14 13 14 14 41
00:30:00 8 9 14 10 31
00:45:00 8 11 15 11 34
01:00:00 9 6 9 8 24
01:15:00 7 10 12 10 29
01:30:00 4 5 4 4 13
01:45:00 3 5 5 4 13
02:00:00 7 5 5 6 17
02:15:00 9 6 4 6 19
02:30:00 2 2 4 3 8
02:45:00 4 9 6 6 19
03:00:00 9 5 8 7 22
03:15:00 6 9 7 7 22
03:30:00 13 10 11 11 34
03:45:00 10 15 13 13 38
04:00:00 9 11 16 12 36
04:15:00 16 18 12 15 46
04:30:00 15 15 14 15 44
04:45:00 24 20 23 22 67
05:00:00 34 32 29 32 95
05:15:00 44 23 40 36 107
05:30:00 43 50 40 44 133
05:45:00 53 53 47 51 153
06:00:00 90 71 61 74 222
06:15:00 98 96 76 90 270
06:30:00 100 96 94 97 290
06:45:00 120 119 110 116 349
07:00:00 139 143 147 143 429
07:15:00 195 170 182 182 547
07:30:00 171 201 179 184 551
07:45:00 182 182 171 178 535
08:00:00 206 179 157 181 542
08:15:00 154 192 172 173 518
08:30:00 156 150 162 156 468
08:45:00 181 188 142 170 511
09:00:00 173 176 160 170 509
09:15:00 132 150 128 137 410
09:30:00 135 134 171 147 440
09:45:00 141 143 138 141 422
10:00:00 161 139 143 148 443
10:15:00 155 146 136 146 437
10:30:00 160 120 139 140 419
10:45:00 134 138 154 142 426
11:00:00 174 155 133 154 462
11:15:00 142 189 144 158 475
11:30:00 166 173 146 162 485
11:45:00 149 187 146 161 482
12:00:00 177 173 159 170 509
12:15:00 155 181 185 174 521
12:30:00 154 167 140 154 461
12:45:00 139 162 151 151 452
13:00:00 153 172 187 171 512
13:15:00 168 158 149 158 475
13:30:00 158 145 152 152 455
13:45:00 134 157 156 149 447
14:00:00 183 161 177 174 521
Average
AllSouthbound
14:15:00 152 176 165 164 493
14:30:00 178 158 175 170 511
14:45:00 196 185 166 182 547
15:00:00 209 212 205 209 626
15:15:00 184 210 238 211 632
15:30:00 197 270 240 236 707
15:45:00 197 184 208 196 589
16:00:00 227 213 250 230 690
16:15:00 215 225 269 236 709
16:30:00 190 212 295 232 697
16:45:00 228 195 333 252 756
17:00:00 220 267 288 258 775
17:15:00 202 250 259 237 711
17:30:00 165 185 206 185 556
17:45:00 142 182 175 166 499
18:00:00 159 135 195 163 489
18:15:00 129 151 217 166 497
18:30:00 120 123 166 136 409
18:45:00 104 149 160 138 413
19:00:00 99 151 191 147 441
19:15:00 105 101 180 129 386
19:30:00 91 112 126 110 329
19:45:00 72 109 92 91 273
20:00:00 89 109 109 102 307
20:15:00 83 103 101 96 287
20:30:00 101 94 97 97 292
20:45:00 78 72 96 82 246
21:00:00 86 77 110 91 273
21:15:00 122 79 109 103 310
21:30:00 144 67 80 97 291
21:45:00 76 48 93 72 217
22:00:00 58 67 192 106 317
22:15:00 44 79 101 75 224
22:30:00 37 59 68 55 164
22:45:00 34 29 61 41 124
23:00:00 37 34 55 42 126
23:15:00 35 37 44 39 116
23:30:00 33 32 25 30 90
23:45:00 16 22 28 22 66
7am-7pm 8041 8413 8716 8390 25170
6am-10pm 9595 9917 10441 9984 29953
6am-12am 9889 10276 11015 10393 31180
12am-12am 10253 10632 11380 10755 32265
amPeak 7:15:00 7:30:00 7:15:00 7:15:00
PeakVolume 754 754 689 725
pmPeak 16:00:00 16:30:00 16:15:00 16:30:00
PeakVolume 860 924 1185 980
File Name : US Route 9 @ Crescent Avenue - AMPM
Site Code : 00000001
Start Date : 11/6/2025
Page No : 1
Groups Printed- Cars & HV
US Route 9
Southbound
Crescent Avenue
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV Right Thru Left HV Right Thru Left HV Right Thru Left HV Int. Total
07:00 AM 0 182 18 1 15 0 5 1 10 125 0 8 0 0 0 0 365
07:15 AM 0 175 21 8 26 0 10 1 9 155 0 9 0 0 0 0 414
07:30 AM 0 193 9 7 35 0 12 1 11 211 0 11 0 0 0 0 490
07:45 AM 0 203 29 7 21 0 8 0 19 236 0 11 0 0 0 0 534
Total 0 753 77 23 97 0 35 3 49 727 0 39 0 0 0 0 1803
08:00 AM 0 185 30 6 14 0 5 2 14 190 0 9 0 0 0 0 455
08:15 AM 0 146 15 6 18 0 5 0 27 199 0 11 0 0 0 0 427
08:30 AM 0 161 27 9 23 0 14 1 24 209 0 10 0 0 0 0 478
08:45 AM 0 137 29 8 17 0 7 1 29 229 0 12 0 0 0 0 469
Total 0 629 101 29 72 0 31 4 94 827 0 42 0 0 0 0 1829
04:00 PM 0 170 33 4 30 0 21 1 28 183 0 2 0 0 0 0 472
04:15 PM 0 209 22 4 35 0 12 0 21 169 0 3 0 0 0 0 475
04:30 PM 0 223 41 5 23 0 6 0 24 185 0 0 0 0 0 0 507
04:45 PM 0 200 22 5 20 0 17 1 31 246 0 1 0 0 0 0 543
Total 0 802 118 18 108 0 56 2 104 783 0 6 0 0 0 0 1997
05:00 PM 0 231 22 2 21 0 16 0 28 200 0 4 0 0 0 0 524
05:15 PM 0 217 27 3 23 0 14 0 32 198 0 0 0 0 0 0 514
05:30 PM 0 132 28 2 17 0 16 1 30 172 0 2 0 0 0 0 400
05:45 PM 0 132 27 3 15 0 9 0 24 215 0 3 0 0 0 0 428
Total 0 712 104 10 76 0 55 1 114 785 0 9 0 0 0 0 1866
Grand Total 0 2896 400 80 353 0 177 10 361 3122 0 96 0 0 0 0 7495
Apprch %0 85.8 11.8 2.4 65.4 0 32.8 1.9 10.1 87.2 0 2.7 0 0 0 0
Total %0 38.6 5.3 1.1 4.7 0 2.4 0.1 4.8 41.7 0 1.3 0 0 0 0
File Name : US Route 9 @ Crescent Avenue - AMPM
Site Code : 00000001
Start Date : 11/6/2025
Page No : 2
US Route 9
Southbound
Crescent Avenue
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 193 9 7 209 35 0 12 1 48 11 211 0 11 233 0 0 0 0 0 490
07:45 AM 0 203 29 7 239 21 0 8 0 29 19 236 0 11 266 0 0 0 0 0 534
08:00 AM 0 185 30 6 221 14 0 5 2 21 14 190 0 9 213 0 0 0 0 0 455
08:15 AM 0 146 15 6 167 18 0 5 0 23 27 199 0 11 237 0 0 0 0 0 427
Total Volume 0 727 83 26 836 88 0 30 3 121 71 836 0 42 949 0 0 0 0 0 1906
% App. Total 0 87 9.9 3.1 72.7 0 24.8 2.5 7.5 88.1 0 4.4 0 0 0 0
PHF .000 .895 .692 .929 .874 .629 .000 .625 .375 .630 .657 .886 .000 .955 .892 .000 .000 .000 .000 .000 .892
US Route 9
Crescent
Avenue
US Route 9
Right
0
Thru
727
Left
83
HV
26
InOut Total
924 836 1760
Right
88
Thru 0
Left 30
HV
3
Out
Total
In
154
121
275
Left
0
Thru
836
Right
71
HV
42
Out TotalIn
757 949 1706
Left0
Thru0
Right0
HV
0
Total
Out
In
0
0
0
Peak Hour Begins at 07:30 AM
Cars & HV
Peak Hour Data
North
File Name : US Route 9 @ Crescent Avenue - AMPM
Site Code : 00000001
Start Date : 11/6/2025
Page No : 3
US Route 9
Southbound
Crescent Avenue
Westbound
US Route 9
Northbound Eastbound
Start
Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 223 41 5 269 23 0 6 0 29 24 185 0 0 209 0 0 0 0 0 507
04:45 PM 0 200 22 5 227 20 0 17 1 38 31 246 0 1 278 0 0 0 0 0 543
05:00 PM 0 231 22 2 255 21 0 16 0 37 28 200 0 4 232 0 0 0 0 0 524
05:15 PM 0 217 27 3 247 23 0 14 0 37 32 198 0 0 230 0 0 0 0 0 514
Total Volume 0 871 112 15 998 87 0 53 1 141 115 829 0 5 949 0 0 0 0 0 2088
% App. Total 0 87.3 11.2 1.5 61.7 0 37.6 0.7 12.1 87.4 0 0.5 0 0 0 0
PHF .000 .943 .683 .750 .928 .946 .000 .779 .250 .928 .898 .842 .000 .313 .853 .000 .000 .000 .000 .000 .961
US Route 9
Crescent
Avenue
US Route 9
Right
0
Thru
871
Left
112
HV
15
InOut Total
916 998 1914
Right
87
Thru 0
Left 53
HV
1
Out
Total
In
227
141
368
Left
0
Thru
829
Right
115
HV
5
Out TotalIn
924 949 1873
Left0
Thru0
Right0
HV
0
Total
Out
In
0
0
0
Peak Hour Begins at 04:30 PM
Cars & HV
Peak Hour Data
North
File Name : US Route 9 @ Crescent Avenue - AMPM
Site Code : 00000001
Start Date : 11/6/2025
Page No : 1
Groups Printed- Peds
US Route 9
Southbound
Crescent Avenue
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
04:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 3
Total 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 3
Grand Total 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 5
Apprch %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
Total %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
File Name : US Route 9 @ Crescent Avenue - Sat
Site Code : 00000001
Start Date : 11/8/2025
Page No : 1
Groups Printed- Cars & HV
US Route 9
Southbound
Crescent Avenue
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV Right Thru Left HV Right Thru Left HV Right Thru Left HV Int. Total
11:00 AM 0 136 18 0 16 0 9 4 25 149 0 1 0 0 0 0 358
11:15 AM 0 135 26 0 17 0 11 0 28 134 0 1 0 0 0 0 352
11:30 AM 0 156 29 1 29 0 14 0 33 154 0 5 0 0 0 0 421
11:45 AM 0 119 26 2 16 0 10 0 33 174 0 2 0 0 0 0 382
Total 0 546 99 3 78 0 44 4 119 611 0 9 0 0 0 0 1513
12:00 PM 0 175 30 4 22 0 10 0 33 140 0 0 0 0 0 0 414
12:15 PM 0 146 34 0 27 0 17 0 45 186 0 2 0 0 0 0 457
12:30 PM 0 134 31 0 29 0 10 0 38 193 0 3 0 0 0 0 438
12:45 PM 0 129 32 3 23 0 14 0 30 168 0 3 0 0 0 0 402
Total 0 584 127 7 101 0 51 0 146 687 0 8 0 0 0 0 1711
Grand Total 0 1130 226 10 179 0 95 4 265 1298 0 17 0 0 0 0 3224
Apprch %0 82.7 16.5 0.7 64.4 0 34.2 1.4 16.8 82.2 0 1.1 0 0 0 0
Total %0 35 7 0.3 5.6 0 2.9 0.1 8.2 40.3 0 0.5 0 0 0 0
File Name : US Route 9 @ Crescent Avenue - Sat
Site Code : 00000001
Start Date : 11/8/2025
Page No : 2
US Route 9
Southbound
Crescent Avenue
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 0 175 30 4 209 22 0 10 0 32 33 140 0 0 173 0 0 0 0 0 414
12:15 PM 0 146 34 0 180 27 0 17 0 44 45 186 0 2 233 0 0 0 0 0 457
12:30 PM 0 134 31 0 165 29 0 10 0 39 38 193 0 3 234 0 0 0 0 0 438
12:45 PM 0 129 32 3 164 23 0 14 0 37 30 168 0 3 201 0 0 0 0 0 402
Total Volume 0 584 127 7 718 101 0 51 0 152 146 687 0 8 841 0 0 0 0 0 1711
% App. Total 0 81.3 17.7 1 66.4 0 33.6 0 17.4 81.7 0 1 0 0 0 0
PHF .000 .834 .934 .438 .859 .871 .000 .750 .000 .864 .811 .890 .000 .667 .899 .000 .000 .000 .000 .000 .936
US Route 9
Crescent
Avenue
US Route 9
Right
0
Thru
584
Left
127
HV
7
InOut Total
788 718 1506
Right
101
Thru 0
Left 51
HV
0
Out
Total
In
273
152
425
Left
0
Thru
687
Right
146
HV
8
Out TotalIn
635 841 1476
Left0
Thru0
Right0
HV
0
Total
Out
In
0
0
0
Peak Hour Begins at 12:00 PM
Cars & HV
Peak Hour Data
North
File Name : US Route 9 @ Crescent Avenue - Sat
Site Code : 00000001
Start Date : 11/8/2025
Page No : 1
Groups Printed- Peds
US Route 9
Southbound
Crescent Avenue
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
11:00 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 3
11:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
11:45 AM 0 0 0 2 0 0 0 5 0 0 0 0 0 0 0 0 7
Total 0 0 0 3 0 0 0 8 0 0 0 0 0 0 0 0 11
12:00 PM 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 7
12:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2
Total 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 9
Grand Total 0 0 0 3 0 0 0 17 0 0 0 0 0 0 0 0 20
Apprch %0 0 0 100 0 0 0 100 0 0 0 0 0 0 0 0
Total %0 0 0 15 0 0 0 85 0 0 0 0 0 0 0 0
File Name : US Route 9 @ E West Road - AMPM
Site Code : 00000002
Start Date : 11/6/2025
Page No : 1
Groups Printed- Cars & HV
US Route 9
Southbound
Driveway
Westbound
US Route 9
Northbound
E West Road
Eastbound
Start Time Right Thru Left HV Right Thru Left HV Right Thru Left HV Right Thru Left HV Int. Total
07:00 AM 0 159 0 1 0 0 0 0 0 124 3 12 1 0 0 1 301
07:15 AM 1 177 0 6 0 0 0 0 0 150 3 9 0 0 0 0 346
07:30 AM 0 182 1 8 0 0 0 0 0 220 7 12 2 0 1 1 434
07:45 AM 1 207 0 7 0 0 0 0 0 267 4 11 0 0 0 0 497
Total 2 725 1 22 0 0 0 0 0 761 17 44 3 0 1 2 1578
08:00 AM 0 194 1 7 0 0 0 0 0 227 7 10 0 0 0 0 446
08:15 AM 1 167 0 6 0 0 1 0 0 243 3 9 0 0 1 0 431
08:30 AM 2 157 0 9 0 0 0 0 0 228 2 7 1 0 0 0 406
08:45 AM 3 133 0 10 0 0 0 0 0 274 3 12 0 0 0 0 435
Total 6 651 1 32 0 0 1 0 0 972 15 38 1 0 1 0 1718
04:00 PM 4 217 0 6 1 0 0 0 1 191 5 3 11 0 1 0 440
04:15 PM 0 253 0 5 0 0 0 0 0 192 1 2 4 0 0 0 457
04:30 PM 1 243 0 2 0 0 0 0 0 207 3 2 11 0 5 0 474
04:45 PM 0 244 0 5 0 0 0 0 0 257 3 1 4 0 1 0 515
Total 5 957 0 18 1 0 0 0 1 847 12 8 30 0 7 0 1886
05:00 PM 1 271 0 3 1 0 0 0 4 260 1 3 7 1 2 0 554
05:15 PM 2 257 1 5 0 0 0 0 0 228 0 0 3 0 1 0 497
05:30 PM 0 158 0 1 0 0 0 0 0 204 0 0 1 0 1 0 365
05:45 PM 1 140 0 3 0 0 0 0 0 250 1 1 1 1 3 0 401
Total 4 826 1 12 1 0 0 0 4 942 2 4 12 2 7 0 1817
Grand Total 17 3159 3 84 2 0 1 0 5 3522 46 94 46 2 16 2 6999
Apprch %0.5 96.8 0.1 2.6 66.7 0 33.3 0 0.1 96 1.3 2.6 69.7 3 24.2 3
Total %0.2 45.1 0 1.2 0 0 0 0 0.1 50.3 0.7 1.3 0.7 0 0.2 0
File Name : US Route 9 @ E West Road - AMPM
Site Code : 00000002
Start Date : 11/6/2025
Page No : 2
US Route 9
Southbound
Driveway
Westbound
US Route 9
Northbound
E West Road
Eastbound
Start Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 182 1 8 191 0 0 0 0 0 0 220 7 12 239 2 0 1 1 4 434
07:45 AM 1 207 0 7 215 0 0 0 0 0 0 267 4 11 282 0 0 0 0 0 497
08:00 AM 0 194 1 7 202 0 0 0 0 0 0 227 7 10 244 0 0 0 0 0 446
08:15 AM 1 167 0 6 174 0 0 1 0 1 0 243 3 9 255 0 0 1 0 1 431
Total Volume 2 750 2 28 782 0 0 1 0 1 0 957 21 42 1020 2 0 2 1 5 1808
% App. Total 0.3 95.9 0.3 3.6 0 0 100 0 0 93.8 2.1 4.1 40 0 40 20
PHF .500 .906 .500 .875 .909 .000 .000 .250 .000 .250 .000 .896 .750 .875 .904 .250 .000 .500 .250 .313 .909
US Route 9
E
West
Road
Driveway
US Route 9
Right
2
Thru
750
Left
2
HV
28
InOut Total
959 782 1741
Right 0
Thru 0
Left 1
HV
0
Out
Total
In
2
1
3
Left
21
Thru
957
Right
0
HV
42
Out TotalIn
753 1020 1773
Left2
Thru0
Right2
HV
1
Total
Out
In
23
5
28
Peak Hour Begins at 07:30 AM
Cars & HV
Peak Hour Data
North
File Name : US Route 9 @ E West Road - AMPM
Site Code : 00000002
Start Date : 11/6/2025
Page No : 3
US Route 9
Southbound
Driveway
Westbound
US Route 9
Northbound
E West Road
Eastbound
Start
Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 243 0 2 246 0 0 0 0 0 0 207 3 2 212 11 0 5 0 16 474
04:45 PM 0 244 0 5 249 0 0 0 0 0 0 257 3 1 261 4 0 1 0 5 515
05:00 PM 1 271 0 3 275 1 0 0 0 1 4 260 1 3 268 7 1 2 0 10 554
05:15 PM 2 257 1 5 265 0 0 0 0 0 0 228 0 0 228 3 0 1 0 4 497
Total Volume 4 1015 1 15 1035 1 0 0 0 1 4 952 7 6 969 25 1 9 0 35 2040
% App. Total 0.4 98.1 0.1 1.4 100 0 0 0 0.4 98.2 0.7 0.6 71.4 2.9 25.7 0
PHF .500 .936 .250 .750 .941 .250 .000 .000 .000 .250 .250 .915 .583 .500 .904 .568 .250 .450 .000 .547 .921
US Route 9
E
West
Road
Driveway
US Route 9
Right
4
Thru
1015
Left
1
HV
15
InOut Total
962 1035 1997
Right 1
Thru 0
Left 0
HV
0
Out
Total
In
6
1
7
Left
7
Thru
952
Right
4
HV
6
Out TotalIn
1040 969 2009
Left9
Thru1
Right
25
HV
0
Total
Out
In
11
35
46
Peak Hour Begins at 04:30 PM
Cars & HV
Peak Hour Data
North
File Name : US Route 9 @ E West Road - AMPM
Site Code : 00000002
Start Date : 11/6/2025
Page No : 1
Groups Printed- Peds
US Route 9
Southbound
Driveway
Westbound
US Route 9
Northbound
E West Road
Eastbound
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total %
File Name : US Route 9 @ E West Road - Sat
Site Code : 00000002
Start Date : 11/8/2025
Page No : 1
Groups Printed- Cars & HV
US Route 9
Southbound
Driveway
Westbound
US Route 9
Northbound
E West Road
Eastbound
Start Time Right Thru Left HV Right Thru Left HV Right Thru Left HV Right Thru Left HV Int. Total
11:00 AM 5 164 0 1 0 0 2 0 2 162 5 1 4 1 4 0 351
11:15 AM 4 129 0 0 1 0 0 0 0 168 9 3 11 0 0 0 325
11:30 AM 2 173 0 2 0 0 0 0 1 192 4 5 5 0 3 0 387
11:45 AM 3 144 1 1 0 0 0 0 0 223 1 2 4 0 4 0 383
Total 14 610 1 4 1 0 2 0 3 745 19 11 24 1 11 0 1446
12:00 PM 2 202 1 5 0 0 1 0 0 182 7 0 9 0 3 0 412
12:15 PM 3 157 2 0 2 0 0 0 3 241 7 3 3 0 12 0 433
12:30 PM 3 145 1 0 4 0 1 0 1 218 7 5 9 0 11 0 405
12:45 PM 3 140 1 5 6 0 0 0 9 230 8 3 8 0 7 0 420
Total 11 644 5 10 12 0 2 0 13 871 29 11 29 0 33 0 1670
Grand Total 25 1254 6 14 13 0 4 0 16 1616 48 22 53 1 44 0 3116
Apprch %1.9 96.5 0.5 1.1 76.5 0 23.5 0 0.9 94.9 2.8 1.3 54.1 1 44.9 0
Total %0.8 40.2 0.2 0.4 0.4 0 0.1 0 0.5 51.9 1.5 0.7 1.7 0 1.4 0
File Name : US Route 9 @ E West Road - Sat
Site Code : 00000002
Start Date : 11/8/2025
Page No : 2
US Route 9
Southbound
Driveway
Westbound
US Route 9
Northbound
E West Road
Eastbound
Start Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 2 202 1 5 210 0 0 1 0 1 0 182 7 0 189 9 0 3 0 12 412
12:15 PM 3 157 2 0 162 2 0 0 0 2 3 241 7 3 254 3 0 12 0 15 433
12:30 PM 3 145 1 0 149 4 0 1 0 5 1 218 7 5 231 9 0 11 0 20 405
12:45 PM 3 140 1 5 149 6 0 0 0 6 9 230 8 3 250 8 0 7 0 15 420
Total Volume 11 644 5 10 670 12 0 2 0 14 13 871 29 11 924 29 0 33 0 62 1670
% App. Total 1.6 96.1 0.7 1.5 85.7 0 14.3 0 1.4 94.3 3.1 1.2 46.8 0 53.2 0
PHF .917 .797 .625 .500 .798 .500 .000 .500 .000 .583 .361 .904 .906 .550 .909 .806 .000 .688 .000 .775 .964
US Route 9
E
West
Road
Driveway
US Route 9
Right
11
Thru
644
Left
5
HV
10
InOut Total
916 670 1586
Right
12
Thru 0
Left 2
HV
0
Out
Total
In
18
14
32
Left
29
Thru
871
Right
13
HV
11
Out TotalIn
675 924 1599
Left33
Thru0
Right
29
HV
0
Total
Out
In
40
62
102
Peak Hour Begins at 12:00 PM
Cars & HV
Peak Hour Data
North
File Name : US Route 9 @ E West Road - Sat
Site Code : 00000002
Start Date : 11/8/2025
Page No : 1
Groups Printed- Peds
US Route 9
Southbound
Driveway
Westbound
US Route 9
Northbound
E West Road
Eastbound
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Apprch %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total %
File Name : Route 9 @ Treehouse Enter Driveway - Weekday
Site Code : 00000001
Start Date : 5/27/2026
Page No : 1
Groups Printed- Cars & Hv
US Route 9
Southbound
Treehouse Enter Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV Right Thru Left HV Right Thru Left HV Right Thru Left HV Int. Total
07:00 AM 0 191 0 4 0 0 0 0 0 154 0 7 0 0 0 0 356
07:15 AM 0 184 1 12 0 0 0 0 0 195 0 10 0 0 0 0 402
07:30 AM 0 190 0 12 0 0 0 0 0 225 0 11 0 0 0 0 438
07:45 AM 0 205 0 3 0 0 0 0 1 270 0 11 0 0 0 0 490
Total 0 770 1 31 0 0 0 0 1 844 0 39 0 0 0 0 1686
08:00 AM 0 183 0 10 0 0 0 0 0 221 0 6 0 0 0 0 420
08:15 AM 0 185 0 4 0 0 0 0 1 226 0 10 0 0 0 0 426
08:30 AM 0 162 0 6 0 0 0 0 1 230 0 20 0 0 0 0 419
08:45 AM 0 145 1 3 0 0 0 0 0 250 0 8 0 0 0 0 407
Total 0 675 1 23 0 0 0 0 2 927 0 44 0 0 0 0 1672
04:00 PM 0 245 1 1 0 0 0 0 5 207 0 2 0 0 0 0 461
04:15 PM 0 229 1 8 0 0 0 0 5 214 0 6 0 0 0 0 463
04:30 PM 0 240 2 6 0 0 0 0 9 223 0 3 0 0 0 0 483
04:45 PM 0 243 5 8 0 0 0 0 5 231 0 5 0 0 0 0 497
Total 0 957 9 23 0 0 0 0 24 875 0 16 0 0 0 0 1904
05:00 PM 0 274 8 5 0 0 0 0 7 271 0 5 0 0 0 0 570
05:15 PM 0 260 8 6 0 0 0 0 12 256 0 5 0 0 0 0 547
05:30 PM 0 220 16 5 0 0 0 0 9 230 0 0 0 0 0 0 480
05:45 PM 0 199 7 2 0 0 0 0 1 223 0 2 0 0 0 0 434
Total 0 953 39 18 0 0 0 0 29 980 0 12 0 0 0 0 2031
Grand Total 0 3355 50 95 0 0 0 0 56 3626 0 111 0 0 0 0 7293
Apprch %0 95.9 1.4 2.7 0 0 0 0 1.5 95.6 0 2.9 0 0 0 0
Total %0 46 0.7 1.3 0 0 0 0 0.8 49.7 0 1.5 0 0 0 0
File Name : Route 9 @ Treehouse Enter Driveway - Weekday
Site Code : 00000001
Start Date : 5/27/2026
Page No : 2
US Route 9
Southbound
Treehouse Enter Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 190 0 12 202 0 0 0 0 0 0 225 0 11 236 0 0 0 0 0 438
07:45 AM 0 205 0 3 208 0 0 0 0 0 1 270 0 11 282 0 0 0 0 0 490
08:00 AM 0 183 0 10 193 0 0 0 0 0 0 221 0 6 227 0 0 0 0 0 420
08:15 AM 0 185 0 4 189 0 0 0 0 0 1 226 0 10 237 0 0 0 0 0 426
Total Volume 0 763 0 29 792 0 0 0 0 0 2 942 0 38 982 0 0 0 0 0 1774
% App. Total 0 96.3 0 3.7 0 0 0 0 0.2 95.9 0 3.9 0 0 0 0
PHF .000 .930 .000 .604 .952 .000 .000 .000 .000 .000 .500 .872 .000 .864 .871 .000 .000 .000 .000 .000 .905
US Route 9
Treehouse
Enter
Driveway
US Route 9
Right
0
Thru
763
Left
0
HV
29
InOut Total
942 792 1734
Right 0
Thru 0
Left 0
HV
0
Out
Total
In
2
0
2
Left
0
Thru
942
Right
2
HV
38
Out TotalIn
763 982 1745
Left0
Thru0
Right0
HV
0
Total
Out
In
0
0
0
Peak Hour Begins at 07:30 AM
Cars & Hv
Peak Hour Data
North
File Name : Route 9 @ Treehouse Enter Driveway - Weekday
Site Code : 00000001
Start Date : 5/27/2026
Page No : 3
US Route 9
Southbound
Treehouse Enter Driveway
Westbound
US Route 9
Northbound Eastbound
Start
Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 240 2 6 248 0 0 0 0 0 9 223 0 3 235 0 0 0 0 0 483
04:45 PM 0 243 5 8 256 0 0 0 0 0 5 231 0 5 241 0 0 0 0 0 497
05:00 PM 0 274 8 5 287 0 0 0 0 0 7 271 0 5 283 0 0 0 0 0 570
05:15 PM 0 260 8 6 274 0 0 0 0 0 12 256 0 5 273 0 0 0 0 0 547
Total Volume 0 1017 23 25 1065 0 0 0 0 0 33 981 0 18 1032 0 0 0 0 0 2097
% App. Total 0 95.5 2.2 2.3 0 0 0 0 3.2 95.1 0 1.7 0 0 0 0
PHF .000 .928 .719 .781 .928 .000 .000 .000 .000 .000 .688 .905 .000 .900 .912 .000 .000 .000 .000 .000 .920
US Route 9
Treehouse
Enter
Driveway
US Route 9
Right
0
Thru
1017
Left
23
HV
25
InOut Total
981 1065 2046
Right 0
Thru 0
Left 0
HV
0
Out
Total
In
56
0
56
Left
0
Thru
981
Right
33
HV
18
Out TotalIn
1017 1032 2049
Left0
Thru0
Right0
HV
0
Total
Out
In
0
0
0
Peak Hour Begins at 04:30 PM
Cars & Hv
Peak Hour Data
North
File Name : Route 9 @ Treehouse Enter Driveway - Weekday
Site Code : 00000001
Start Date : 5/27/2026
Page No : 1
Groups Printed- Peds
US Route 9
Southbound
Treehouse Enter Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
04:00 PM 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 5
Total 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 5
05:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2
Total 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 5
Grand Total 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 10
Apprch %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
Total %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
File Name : Route 9 @ Treehouse Enter Driveway - Saturday
Site Code : 00000001
Start Date : 5/30/2026
Page No : 1
Groups Printed- Cars & HV
US Route 9
Southbound
Treehouse Enter Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV Right Thru Left HV Right Thru Left HV Right Thru Left HV Int. Total
11:00 AM 0 144 8 1 0 0 0 0 10 206 0 2 0 0 0 0 371
11:15 AM 0 137 11 5 0 0 0 0 10 199 0 2 0 0 0 0 364
11:30 AM 0 126 6 3 0 0 0 0 11 215 0 2 0 0 0 0 363
11:45 AM 0 141 9 3 0 0 0 0 11 228 0 6 0 0 0 0 398
Total 0 548 34 12 0 0 0 0 42 848 0 12 0 0 0 0 1496
12:00 PM 0 155 10 7 0 0 0 0 11 204 0 2 0 0 0 0 389
12:15 PM 0 203 12 3 0 0 0 0 21 211 0 2 0 0 0 0 452
12:30 PM 0 154 19 1 0 0 0 0 18 268 0 9 0 0 0 0 469
12:45 PM 0 150 23 1 0 0 0 0 18 235 0 4 0 0 0 0 431
Total 0 662 64 12 0 0 0 0 68 918 0 17 0 0 0 0 1741
Grand Total 0 1210 98 24 0 0 0 0 110 1766 0 29 0 0 0 0 3237
Apprch %0 90.8 7.4 1.8 0 0 0 0 5.8 92.7 0 1.5 0 0 0 0
Total %0 37.4 3 0.7 0 0 0 0 3.4 54.6 0 0.9 0 0 0 0
File Name : Route 9 @ Treehouse Enter Driveway - Saturday
Site Code : 00000001
Start Date : 5/30/2026
Page No : 2
US Route 9
Southbound
Treehouse Enter Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 0 155 10 7 172 0 0 0 0 0 11 204 0 2 217 0 0 0 0 0 389
12:15 PM 0 203 12 3 218 0 0 0 0 0 21 211 0 2 234 0 0 0 0 0 452
12:30 PM 0 154 19 1 174 0 0 0 0 0 18 268 0 9 295 0 0 0 0 0 469
12:45 PM 0 150 23 1 174 0 0 0 0 0 18 235 0 4 257 0 0 0 0 0 431
Total Volume 0 662 64 12 738 0 0 0 0 0 68 918 0 17 1003 0 0 0 0 0 1741
% App. Total 0 89.7 8.7 1.6 0 0 0 0 6.8 91.5 0 1.7 0 0 0 0
PHF .000 .815 .696 .429 .846 .000 .000 .000 .000 .000 .810 .856 .000 .472 .850 .000 .000 .000 .000 .000 .928
US Route 9
Treehouse
Enter
Driveway
US Route 9
Right
0
Thru
662
Left
64
HV
12
InOut Total
918 738 1656
Right 0
Thru 0
Left 0
HV
0
Out
Total
In
132
0
132
Left
0
Thru
918
Right
68
HV
17
Out TotalIn
662 1003 1665
Left0
Thru0
Right0
HV
0
Total
Out
In
0
0
0
Peak Hour Begins at 12:00 PM
Cars & HV
Peak Hour Data
North
File Name : Route 9 @ Treehouse Enter Driveway - Saturday
Site Code : 00000001
Start Date : 5/30/2026
Page No : 1
Groups Printed- Peds
US Route 9
Southbound
Treehouse Enter Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
12:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
Grand Total 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
Apprch %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
Total %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
File Name : Route 9 @ Treehouse Exit Driveway - Weekday
Site Code : 00000001
Start Date : 5/27/2026
Page No : 1
Groups Printed- Cars & Hv
US Route 9
Southbound
Treehouse Exit Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV Right Thru Left HV Right Thru Left HV Right Thru Left HV Int. Total
07:00 AM 0 191 0 4 0 0 0 0 0 154 0 7 0 0 0 0 356
07:15 AM 0 185 0 12 0 0 0 0 0 195 0 10 0 0 0 0 402
07:30 AM 0 190 0 12 1 0 0 0 0 225 0 11 0 0 0 0 439
07:45 AM 0 205 0 3 0 0 0 0 0 270 0 11 0 0 0 0 489
Total 0 771 0 31 1 0 0 0 0 844 0 39 0 0 0 0 1686
08:00 AM 0 183 0 10 0 0 0 0 0 221 0 6 0 0 0 0 420
08:15 AM 0 185 0 4 1 0 0 1 0 226 0 10 0 0 0 0 427
08:30 AM 0 162 0 6 0 0 0 0 0 230 0 20 0 0 0 0 418
08:45 AM 0 146 0 3 0 0 0 0 0 250 0 8 0 0 0 0 407
Total 0 676 0 23 1 0 0 1 0 927 0 44 0 0 0 0 1672
04:00 PM 0 243 0 1 2 0 4 0 0 207 0 2 0 0 0 0 459
04:15 PM 0 225 0 8 1 0 5 0 0 214 0 6 0 0 0 0 459
04:30 PM 0 240 0 6 2 0 2 0 0 223 0 3 0 0 0 0 476
04:45 PM 0 243 0 8 2 0 5 0 0 231 0 5 0 0 0 0 494
Total 0 951 0 23 7 0 16 0 0 875 0 16 0 0 0 0 1888
05:00 PM 0 281 0 5 4 0 1 0 0 271 0 5 0 0 0 0 567
05:15 PM 0 265 0 6 4 0 3 0 0 256 0 5 0 0 0 0 539
05:30 PM 0 232 0 5 4 0 4 0 0 230 0 0 0 0 0 0 475
05:45 PM 0 164 0 2 3 0 2 0 0 223 0 2 0 0 0 0 396
Total 0 942 0 18 15 0 10 0 0 980 0 12 0 0 0 0 1977
Grand Total 0 3340 0 95 24 0 26 1 0 3626 0 111 0 0 0 0 7223
Apprch %0 97.2 0 2.8 47.1 0 51 2 0 97 0 3 0 0 0 0
Total %0 46.2 0 1.3 0.3 0 0.4 0 0 50.2 0 1.5 0 0 0 0
File Name : Route 9 @ Treehouse Exit Driveway - Weekday
Site Code : 00000001
Start Date : 5/27/2026
Page No : 2
US Route 9
Southbound
Treehouse Exit Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 190 0 12 202 1 0 0 0 1 0 225 0 11 236 0 0 0 0 0 439
07:45 AM 0 205 0 3 208 0 0 0 0 0 0 270 0 11 281 0 0 0 0 0 489
08:00 AM 0 183 0 10 193 0 0 0 0 0 0 221 0 6 227 0 0 0 0 0 420
08:15 AM 0 185 0 4 189 1 0 0 1 2 0 226 0 10 236 0 0 0 0 0 427
Total Volume 0 763 0 29 792 2 0 0 1 3 0 942 0 38 980 0 0 0 0 0 1775
% App. Total 0 96.3 0 3.7 66.7 0 0 33.3 0 96.1 0 3.9 0 0 0 0
PHF .000 .930 .000 .604 .952 .500 .000 .000 .250 .375 .000 .872 .000 .864 .872 .000 .000 .000 .000 .000 .907
US Route 9
Treehouse
Exit
Driveway
US Route 9
Right
0
Thru
763
Left
0
HV
29
InOut Total
944 792 1736
Right 2
Thru 0
Left 0
HV
1
Out
Total
In
0
3
3
Left
0
Thru
942
Right
0
HV
38
Out TotalIn
763 980 1743
Left0
Thru0
Right0
HV
0
Total
Out
In
0
0
0
Peak Hour Begins at 07:30 AM
Cars & Hv
Peak Hour Data
North
File Name : Route 9 @ Treehouse Exit Driveway - Weekday
Site Code : 00000001
Start Date : 5/27/2026
Page No : 3
US Route 9
Southbound
Treehouse Exit Driveway
Westbound
US Route 9
Northbound Eastbound
Start
Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 240 0 6 246 2 0 2 0 4 0 223 0 3 226 0 0 0 0 0 476
04:45 PM 0 243 0 8 251 2 0 5 0 7 0 231 0 5 236 0 0 0 0 0 494
05:00 PM 0 281 0 5 286 4 0 1 0 5 0 271 0 5 276 0 0 0 0 0 567
05:15 PM 0 265 0 6 271 4 0 3 0 7 0 256 0 5 261 0 0 0 0 0 539
Total Volume 0 1029 0 25 1054 12 0 11 0 23 0 981 0 18 999 0 0 0 0 0 2076
% App. Total 0 97.6 0 2.4 52.2 0 47.8 0 0 98.2 0 1.8 0 0 0 0
PHF .000 .915 .000 .781 .921 .750 .000 .550 .000 .821 .000 .905 .000 .900 .905 .000 .000 .000 .000 .000 .915
US Route 9
Treehouse
Exit
Driveway
US Route 9
Right
0
Thru
1029
Left
0
HV
25
InOut Total
993 1054 2047
Right
12
Thru 0
Left 11
HV
0
Out
Total
In
0
23
23
Left
0
Thru
981
Right
0
HV
18
Out TotalIn
1040 999 2039
Left0
Thru0
Right0
HV
0
Total
Out
In
0
0
0
Peak Hour Begins at 04:30 PM
Cars & Hv
Peak Hour Data
North
File Name : Route 9 @ Treehouse Exit Driveway - Weekday
Site Code : 00000001
Start Date : 5/27/2026
Page No : 1
Groups Printed- Peds
US Route 9
Southbound
Treehouse Exit Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
04:00 PM 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 5
Total 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 5
05:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2
Total 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 5
Grand Total 0 0 0 0 0 0 0 10 0 0 0 0 0 0 0 0 10
Apprch %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
Total %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
File Name : Route 9 @ Treehouse Exit Driveway - Saturday
Site Code : 00000001
Start Date : 5/30/2026
Page No : 1
Groups Printed- Cars & HV
US Route 9
Southbound
Treehouse Exit Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV Right Thru Left HV Right Thru Left HV Right Thru Left HV Int. Total
11:00 AM 0 156 0 1 1 0 1 0 0 206 0 2 0 0 0 0 367
11:15 AM 0 151 0 5 5 0 2 0 0 199 0 2 0 0 0 0 364
11:30 AM 0 135 0 3 6 0 2 0 0 215 0 2 0 0 0 0 363
11:45 AM 0 149 0 3 6 0 6 0 0 228 0 6 0 0 0 0 398
Total 0 591 0 12 18 0 11 0 0 848 0 12 0 0 0 0 1492
12:00 PM 0 168 0 7 4 0 2 0 0 204 0 2 0 0 0 0 387
12:15 PM 0 216 0 3 10 0 4 0 0 211 0 2 0 0 0 0 446
12:30 PM 0 176 0 1 3 0 2 0 0 268 0 9 0 0 0 0 459
12:45 PM 0 171 0 1 7 0 8 0 0 235 0 4 0 0 0 0 426
Total 0 731 0 12 24 0 16 0 0 918 0 17 0 0 0 0 1718
Grand Total 0 1322 0 24 42 0 27 0 0 1766 0 29 0 0 0 0 3210
Apprch %0 98.2 0 1.8 60.9 0 39.1 0 0 98.4 0 1.6 0 0 0 0
Total %0 41.2 0 0.7 1.3 0 0.8 0 0 55 0 0.9 0 0 0 0
File Name : Route 9 @ Treehouse Exit Driveway - Saturday
Site Code : 00000001
Start Date : 5/30/2026
Page No : 2
US Route 9
Southbound
Treehouse Exit Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Right Thru Left HV App. Total Int. Total
Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 12:00 PM
12:00 PM 0 168 0 7 175 4 0 2 0 6 0 204 0 2 206 0 0 0 0 0 387
12:15 PM 0 216 0 3 219 10 0 4 0 14 0 211 0 2 213 0 0 0 0 0 446
12:30 PM 0 176 0 1 177 3 0 2 0 5 0 268 0 9 277 0 0 0 0 0 459
12:45 PM 0 171 0 1 172 7 0 8 0 15 0 235 0 4 239 0 0 0 0 0 426
Total Volume 0 731 0 12 743 24 0 16 0 40 0 918 0 17 935 0 0 0 0 0 1718
% App. Total 0 98.4 0 1.6 60 0 40 0 0 98.2 0 1.8 0 0 0 0
PHF .000 .846 .000 .429 .848 .600 .000 .500 .000 .667 .000 .856 .000 .472 .844 .000 .000 .000 .000 .000 .936
US Route 9
Treehouse
Exit
Driveway
US Route 9
Right
0
Thru
731
Left
0
HV
12
InOut Total
942 743 1685
Right
24
Thru 0
Left 16
HV
0
Out
Total
In
0
40
40
Left
0
Thru
918
Right
0
HV
17
Out TotalIn
747 935 1682
Left0
Thru0
Right0
HV
0
Total
Out
In
0
0
0
Peak Hour Begins at 12:00 PM
Cars & HV
Peak Hour Data
North
File Name : Route 9 @ Treehouse Exit Driveway - Saturday
Site Code : 00000001
Start Date : 5/30/2026
Page No : 1
Groups Printed- Peds
US Route 9
Southbound
Treehouse Exit Driveway
Westbound
US Route 9
Northbound Eastbound
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int. Total
12:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
Total 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
Grand Total 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1
Apprch %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
Total %0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
J H CAUWENBERGHS
SARATOGA SPRINGS, CITY OF
1
-
ALBERT STANLEY KUREK
-
x
X
05
-
1
NY
14:55
NL4209FDT5WD
STATE ROUTE 9
J H CAUWENBERGHS
11
13
CASTLETON ON H
2015
1
47
TOOL L TOTAL
O
EAST PEMBROKE
1
1573
03
PO BOX 110
1
2022
E PEMBROKE
3
1
MATTS
02
ADAM BAKER
1444
2419 MAIN RD
MATTS
18
2
4
x
04501
12
-
7
vehicle 1 traveling south on state route 9 in the easternmost lane. vehicle 2 traveling east attempting to make a U turn from the western side of the roadway failed to
yield to vehicle 1 causing a reportable motor vehicle collision.
2016
1
GWS3628
-
1
1
1
83
NY
WEDNESDAY
1939
270 BAUER RD
12033
52469MH
NY
300
1974
12
-
533592955513398286
4
0
2022/05/27
NY
RAM
ALBERT S KUREK
4
2
1
3
NY
PTL
5
4DSD
1
ALBERT STANLEY KUREK
NY
18
-
1 -
140560000
-
AVERILL PARK
14056
SARA
04
01
-
-
PICK
120180000
39362886
03
10 KIDS LANE
22
-
1
NY
3
1
X
x
3
06
0
TOYT
1
crescent ave
-
1939
NY
CADORET, JASON
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
ADAM A KRZESKI
SARATOGA SPRINGS, CITY OF
1
-
MARY M MACCOLLUM
-
x
O
06
-
1
NY
09:32
NL4212FKJC1W
CRESCENT AVENUE
ADAM A KRZESKI
11
-
WELLS
2012
1
38
ADAM A KRZESKI
STILLWATER
1
01
2344
06
55 BRICKHOUSE RD
2
2022
STILLWATER
2
2
02
KRISTOFER CAMARRO
1533
07
55 BRICKHOUSE RD
30
1
RT 9
7
x
04501
8
-
-
V1 was traveling west on Crescent Avenue following too closely to V2. Operator of V1 reported that the glare from the sun blinded him and he crashed into the
vehicle in front of him causing a property damage accident.
2020
1
KWH5085
62
1
1
1
71
NY
FRIDAY
1950
M
PO BOX 21
121900000
44695MN
NY
1984
1984
8
-
968017584481952346
4
0
2022/06/20
NY
CHEV
MARY M MACCOLLUM
4
2
1
2
NY
officer
1129A
7
4DSD
1
MARY M MACCOLLUM
NY
30
9
2 -
121700000
-
WELLS
12170
SARA
17
01
-
-
PICK
121900000
4212FKJCV2
-
39395234
06
PO BOX 21
07
-
1
NY
1
1
X
x
7
01
0
FORD
1
-
1950
NY
FORT, EVAN
Released
o
Haz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
o City o Village o Town
o N o S
o E o W of
N
Date of Death Only
Check if involved vehicle is:
o more than 95 inches wide;
o more than 34 feet long;
o operated with an overweight permit;
o operated with an overdimension permit.
Check if involved vehicle is:
o more than 95 inches wide;
o more than 34 feet long;
o operated with an overweight permit;
o operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time
o
o
o
No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed o
Police Photos
o Yes o No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street)Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed
o
No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 o BICYCLIST
o
o
PEDESTRIAN o OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No.NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A L L
I N V O L V E D
A
B
C
D
E
F
ç
Month Day Year Month Day Year
Month Day Year
Sex
Public
Property
Damaged o
Date of Birth Sex Unlicensed
o
No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14.UNDERCARRIAGE
15.TRAILER
16.OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released Mat . Code o
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
4 45 533
12 2
Cost of repairs to any one vehicle will be more than $1000.
o Yes o No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17.DEMOLISHED
18.NO DAMAGE
19.OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (5/22)
o AMENDED REPORT
LATHAM NY 121100000
03 08 1966 M 1
KRILL, NIKOLAUS R 03 08 1966
1 NELSON AVE
LATHAM NY 12110
KXL3755 NY 2022 DODG 4DSD 639
2 2
1 3
SARA X SARATOGA SPRINGS, CITY OF
ROUTE 9
300
X
crescant ave
01 1 4 1 56 M ---KRILL, JOHN R
patrolma
AARON PERKINS 2385 04501 CADORET, JASON 07/24/2022 13:28
1
5
1
1
1
1
1
1
7X
V1 WAS TRAVELING NORTH ON ROUTE 9 TOWARDS CRESCENT AVE AND STRUCK A DEER IN THE ROADWAY.
See the second page for the accident diagram
1 1
NL4207FMW6D6
61
-07 09 2022 SATURD 20:48 1 0 0 X -
918789510
-KRILL, JOHN R
1 NELSON AVE
NY
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
JODY L KEEFER
SARATOGA SPRINGS, CITY OF
1
-
ROBERT C SPATHELF
-
x
09
-
1
NY
03:44
NL4210FVLTS1
ROUTE 9
JODY L KEEFER
12
-
MALTA
2006
1
44
ABDELLATIFF ahmed
MATTS
DURYEA
1
2883
03
806 GLEN ST
1
2022
DURYEA
4
2
MATTS
02
ALEX LAMBIASO
2102
806 GLEN ST
MATTS
22
1
CRESCENT AVE
1
x
04501
2
-
-
V2 was traveling north on Route 9 and had a yellow light at the intersection of Crescent Ave. V1 was turning left from Route 9 onto Crescent Ave and did not have a
turning arrow. V1 failed to yield to V2 and was struck by V2 on the passenger side. V1 sustained major damage to the passenger side. V2 sustained major damage to
the front bumper. Both vehicles were towed by Matt's. Operator of V1 was issued UTT for failure to yield in an intersection.
2012
2
GJA4038
-
1
1
M
3
48
DIAGRAM IS PRINTED ON LAST PAGE
NY
SATURDAY
1974
C
17 MALTA AVE APT 2B
12020
17285LY
NY
1978
2
-
23241125520055829
4
0
2022/09/15
PA
HOND
ROBERT c SPATHELF
4
2
2
4
NY
PTL
1141
3
SUBN
1
ROBERT C SPATHELF
PA
22
7
1 -
MATTS
186420000
-
BALLSTON SPA
186420000
SARA
10
01
-
-
4DSD
120200000
4210FVLVD7
-
39509909
03
15 CHERRY CHOKE RD
03
-
1
PA
1
1
X
x
1
O
03
0
NISS
4
-
1974
PA
LAMKINS, NICHOLAS
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
2 2
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
JOSEPH A REPETTI
SARATOGA SPRINGS, CITY OF
1
-
-
x
09
-
3
NY
12:51
NL4218FW4LL5
BROADWAY
JOSEPH A REPETTI
1
FORT EDWARD
1
X
39
JOSEPH A REPETTI
1
04
3105
2022
2
1
01
SHANNON SMITH
1921
21
1
x
04501
V1 struck a deer while heading in a northernly direction past the intersection of Crescent Ave while traveling on Route 9.
2017
1
-
1
7
1
29
DIAGRAM IS PRINTED ON LAST PAGE
NY
THURSDAY
102 RESERVOIR RD
12828
KUP2751
NY
500
1983
1983
-
713711034
4
0
2022/09/23
CHEV
4
1
2
2
NY
PTL
1
1
JUSTINE L HOWE
61
2 -
-
FORT EDWARD
SARA
15
01
-
PICK
128280000
39519251
102 RESERVOIR RD
21
-
2
1
1
x
04
0
4
Crescent Ave
-
FORT, EVAN
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
2 2
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
JUSTICE J HONSINGER
SARATOGA SPRINGS, CITY OF
1
-
ALLYSON MARY BYRNE
-
x
O
11
-
1
NY
23:59
NL4219G2VWHL
SOUTH BROADWAY
JUSTICE J HONSINGER
11
-
WATERFORD
2016
1
X
25
JUSTICE J HONSINGER
SARATOGA SPGS
1
04
2151
12
18 DIVISION ST 411
2
2022
SARATOGA SPRGS
2
2
02
WILLIAM ARPEI
1536
11
52 JENNA JO AVE
1
8
x
04501
8
-
-
V2 was stopping at the red light when V1 struck the rear of V2 causing minor damage to both vehicles.
2012
1
JDW7036
-
1
1
C
1
45
DIAGRAM IS PRINTED ON LAST PAGE
NY
TUESDAY
1976
M
45 SAGE RD
121880000
JKP9570
NY
50
1997
1997
8
-
638944920498219806
4
0
2022/11/12
NY
DODG
CANAL E ROOT
4
2
2
2
NY
PTL
1129A
5
SUBN
1
ALLYSON MARY BYRNE
NY
14
9
2 -
128660000
-
WATERFORD
12866
SARA
08
01
-
-
PICK
121880000
4219G2VWSB
-
39587487
45 SAGE RD
11
-
1
NY
1
1
X
x
5
04
0
LNDR
1
Crescent Avenue
-
NY
MCGOVERN, ANGELA
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
2 2
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
RALPH A PITCHERALLE
SARATOGA SPRINGS, CITY OF
1
-
JESSICA MARY DOWNEY RAVENSTAR
-
x
O
10
-
1
NY
14:08
NL4207G17QBR
SOUTH BROADWAY
RALPH A PITCHERALLE
11
-
MECHANICVILLE
2023
1
67
RALPH A PITCHERALLE
MATT'S
SARATOGA SPRING
1
09
2739
06
14 RESERVATION AVE
2
2022
SARATOGA SPGS
3
2
MATT'S
02
SHANE MARSHALL
0649
03
14 RESERVATION AVE
MATT'S
20
1
CRESCENT AVENUE
1
x
04501
9
-
-
V1 was traveling northbound on Route 9 when it was following too closely to V2, which was also northbound on Route 9. V1 struck V2 and then continued into the
field on the east side of Route 9, north of Crescent Avenue.
2005
1
KAM2070
-
1
1
F
1
43
DIAGRAM IS PRINTED ON LAST PAGE
NY
MONDAY
1979
M
55 HARRIS AVE
12118
RALPH
NY
1955
1955
9
-
835463497796624190
4
0
2022/11/30
NY
CHRY
JESSICA M RAVENSTAR
-
2
2
3
NY
PTL
1129A
1
SUBN
1
JESSICA MARY DOWNEY RAVENSTAR
NY
20
9
2 -
MATT'S
128660000
-
MECHANICVILLE
12866
SARA
24
01
-
-
CONV
121180000
4207G17QS1
-
39612599
06
55 HARRIS AVE
03
-
1
NY
2
1
X
x
1
09
0
HOND
4
-
1979
NY
CALLAHAN, CHRIS
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
2 2
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
4
VALENTINA ALLISHA
SARATOGA SPRINGS, CITY OF
1
4
-
01
ADRIAN JACOB APPLEMAN
-
x
X
03
-
3
NY
2
06:25
NL4210GJK76C
ROUTE 50
VALENTINA ALLISHA
2
4
2
1
-
ALBANY
2014
1
1
54
ASLLAW ALLISHA
TOWAWAY
COHOES
1
FARIGA SHAMETI
03
3105
06
371 DANIELS RD
11
1
2023
1
SARATOGA SPRINGS
3
1
TOWAWAY
EMMA K FUHRMEISTER1
01
SHANNON SMITH
2101
26
57 RIVERWALK WAY
TOWAWAY
23
1
12 4501
1
x
04501
2
-
-
ADRIAN JACOB APPLEMAN
V2 was traveling in a Northerly direction on Route 50 when V1 was in the left turn lane traveling in a Southerly direction. V1 failed to yield the right away and
attempted to pull into the hotel driveway. V2 struck V1 causing both cars to have significant damage.
2015
2
EMS
GTZ7548
-
1
1
M
3
1
58
1
DIAGRAM IS PRINTED ON LAST PAGE
NY
THURSDAY
1993
66
401 -
M
7 NEAL DR
12205
BGY4909
NY
1800
1964
-
1968
2
-
370383534565347999
4
0
2023/04/08
--
NY
FORD
29
ADRIAN J APPLEMAN
4
29
2
2
3
NY
PTL
1141
5
4DSD
1
ASLLAW ALLISHA
NY
23
7
1
--
-
3
02
-
TOWAWAY
120470000
-
ALBANY
12866
SARA
16
68
01
JETNOR SHAMETI
-
-
1
-
PICK
12205
4210GJK7TM
-
-
39784775
06
7 NEAL DRIVE
6
12
-
4
NY
1
1
X
x
02
1
4
12
1
KIA
5
Crescent Avenue
-
1993
NY
2
5
LAMKINS, NICHOLAS
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
2 2
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
PATRICK JAMES CRONIN
SARATOGA SPRINGS, CITY OF
1 -
x
X
12
-
NY
.1
02:37
NL4218G8JNT3
RT9
PATRICK JAMES CRONIN
1
MALTA
58
PATRICK J CRONIN
MATTS
1
08
2344
2022
2
1
KRISTOFER CAMARRO
1650
05
2
x
04501
V1 was traveling south on RT9 near Crescent Avenue when a deer ran in front of path causing a property damage accident.
2020
1
-
1
7
1
DIAGRAM IS PRINTED ON LAST PAGE
NY
SATURDAY
M
5 BASSWOOD CT
12020
KER8901
NY
1964
1964
-
771977644
0
2023/01/15
TOYT
4
1
2
2
NY
officer
5
1
61
MATTS
-
MALTA
SARA
31
01
-
SUBN
120200000
-
39808547
5 BASSWOOD CT
05 1
3
1
x
08
0
5
south of crescent ave near homewood suites
-
HILTZ, JENNA
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
2 2
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
RITA A USHER
SARATOGA SPRINGS, CITY OF
1
-
JOSEPH F JR PAOLUCCI
-
x
O
06
-
1
NY
08:59
NL4210GTPWJ8
RT9
RITA A USHER
22
1
4
SARATOGA SPGS
2022
1
68
RITA A USHER
ALBANY
1
01
2344
07
36 LINDEN RD
1
2023
ALBANY
2
2
02
KRISTOFER CAMARRO
1702
19
36 LINDEN RD
18
1
EAST WEST ROAD
1
x
04501
8
-
9
The operator of V2 was traveling in a northerly direction on RT9 approaching East West Road. V2 was following too closely to a vehicle in front of him when the light
turned red he advised that he had to slam on his breaks to avoid a collision. V1 also following too closely to V2 collided with V2 causing minor damage to both
vehicles.
2008
2
LAA7110
4
1
1
M
1
62
1
NY
SATURDAY
1960
402 -
29 GLENHAM AV
12866
DDC4396
NY
1955
-
1955
8
-
379967314192275923
4
0
2023/06/15
NY
HOND
JOSEPH F PAOLUCCI
4
2
1
2
NY
officer
1
SUBN
1
JOSEPH F JR PAOLUCCI
NY
18
9
1 -
-
122080000
-
SARATOGA SPGS
12208
SARA
10
49
01
GREGORY M WOOD
-
-
4DSD
128660000
-
39875100
07
29 GLENHAM AV
3
19
-
1
NY
1
1
X
x
1
01
0
GMC
1
-
1960
NY
CADORET, JASON
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
TIMOTHY NUGENT
SARATOGA SPRINGS, CITY OF
1 -
x
06
-
NY
15:34
NS0999GV8F99
ROUTE 9
TIMOTHY NUGENT
1
SARATOGA SPRINGS
X
69
VICTORIA A MINERVA
1
08
622
2023
3
1
RYAN CADY
2115
13
1
x
04529
Vehicle 1 struck deer in roadway
2016
1
-
1
7
1
DIAGRAM IS PRINTED ON LAST PAGE
NY
THURSDAY
-73.78
F
86 GREEN AVE
12866
HVSA
KVE3942
43.04
NY
100
1953
1953
-
976457616
0
2023/06/29
MAZD
2
1
2
3
NY
PO
2
1
61
-
CASTLETON
SARA
15
01
-
4DSD
12033
-
39888195
1 FURLONG ST
08 1
2
1
x
08
0
5
East west road
-
SCHILLINGER, THOMAS
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
2 2
Officer's Rank
and Signature PTL
2598
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector NORTHRUP,
REBECCA
Reviewing Officer
8/16/2023
20:50
Date/Time Reviewed
JARED DUCHESNEPrint Name in
Full
-
1
-
2
1
3
1
4
1
5
2
6
2
7
2
23-017986
Local Codes
AMENDED REPORTNL4209H1WBR4
8 7 2023YearMonth
Accident Date
Day MONDAY
Day of Week
16:02
Military Time
2Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 63 F ---IVERSON, DINA
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
O
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN2
3
19
-
20
-
21
-
22
1
23
7
24
15
25
10
26
2
27
1
28
-
29
-
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
8 1 18 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
2
2
VEHICLE DAMAGE CODES
6 1 7 2
6 3 7 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
3402 ROUTE 9, SARATOGA SPRINGSRoad on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N ROUTE 9300
V1 was backing up when it collided and caused damage to the rear of V2 which was parked in a
parking spot. WITNESS #1 CHRISTIAN BAKER 3402 STATE ROUTE 9 SARATOGA SPRINGS, NY 12866 (518)
290-8422
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
560935291
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
IVERSON, DINA
Driver Name - exactly
as printed on license
777 TRUESDALE HILL ROAD
Address (Include Number and Street)Apt. No.
LAKE GEORGECity or Town NYState
12845
Zip Code
3 9 1960
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
IVERSON, DENNIS A
Name - exactly as printed on registration
M
Sex
1959312
Date of Birth
Month Day Year
777 TRUESDALE HILL ROAD
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
LAKE GEORGE
City or Town
NY
State
12845
Zip Code
HGH1320
Plate Number
NY
State of Reg.
2021 HOND
Vehicle Year & Make
4DSD
Vehicle Type
639
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
2 State of Lic.
PARKED,
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed
00
No. of Occupants Public
Property
Damaged
NAVIN, ANDREW K
Name - exactly as printed on registration
M
Sex
1984122
Date of Birth
Month Day Year
809 COUNTY ROUTE 43
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
FORT EDWARD
City or Town
NY
State
12828
Zip Code
GTR5198
Plate Number
NY
State of Reg.
2022 HOND
Vehicle Year & Make
4DSD
Vehicle Type
054
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
3109
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector AHIGIAN,
JUSTIN
Reviewing Officer
9/18/2023
14:37
Date/Time Reviewed
RYAN NICHOLSONPrint Name in
Full
-
1
-
2
1
3
4
4
2
5
1
6
2
7
2
23018589
Local Codes
AMENDED REPORTNLPD25H2L63W
8 14 2023
YearMonth
Accident Date
Day MONDAY
Day of Week
02:52
Military Time
1Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 69 M ---COMMISSIONG, MARCUS
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
2
19
-
20
21
22
4
23
24
1
25
26
2
27
18
28
-
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
2 1 3 2
2 3 3 4 1 5
MATTSVehicle By:
MATTSTowed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N 15 FEET INTO THE DRIVEWAY OF 3304 ROU15
V1 was traveling southbound on Route 9 when V1 crossed over the median and proceeded into
oncoming traffic, then striking the curb, flower bed, and black fence on the property of 3304
Route 9. PROPERTY DAMAGED BY VEHICLE #01- BLACK FENCE AND FLOWER BED CHARLES F BRYNER 3304
ROUTE 9 SARATOGA SPRINGS, NY 12866
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
185017611
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
COMMISSIONG, MARCUS
Driver Name - exactly
as printed on license
11562 LEFFERTS 2
Address (Include Number and Street)Apt. No.
S OZONE PARKCity or Town NYState
11420
Zip Code
8 5 1954
Day YearMonth
Date of Birth
M
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
COMMISSIONG, MARCUS
Name - exactly as printed on registration
M
Sex
195458
Date of Birth
Month Day Year
11562 LEFFERTS 2
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
S OZONE PARK
City or Town
NY
State
11420
Zip Code
LAN9306
Plate Number
NY
State of Reg.
2023 KIA
Vehicle Year & Make
SUBN
Vehicle Type
618
Ins. Code
PD04H2L4TS, PD04H2C48B, PD04H2L5MXTicket/Arrest
Number(s)
1128C, 11923, 11922AAViolation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
LEAH G BATTLE
SARATOGA SPRINGS, CITY OF
1
-
JOSEPH E KOPER
-
x
O
08
-
1
NY
19:42
x
NL4210H2VLJ6
ROUTE 9
LEAH G BATTLE
12
-
FLORAL PARK
2023
2
58
LEAH G BATTLE
MALTA
1
09
2881
06
202 NORTH BROADWAY
1
2023
MALTA
2
2
02
LOGAN MURPHY
1920
09
202 NORTH BROADWAY
28
1
EAST WEST ROAD
8
x
04501
8
-
-
V2 was stopped at a red light facing south on Route 9 at the intersection with East West Road. V1 was traveling South on Route 9 and followed V2 too closely. V1
struck V2, causing a property damage accident.
2019
2
91UB77
-
1
1
M
7
58
NY
WEDNESDAY
1965
F
10 MAYFAIR AVE
110010000
JKC2683
NY
1964
1964
8
-
784297456714444243
1
0
2023/08/17
NY
CHEV
JOSEPH E KOPER
4
2
1
2
NY
PTL
1129A
5
MCY
1
JOSEPH E KOPER
NY
28
4
1 -
12020
-
FLORAL PARK
12020
SARA
16
01
-
-
SUBN
110010000
3210H2VM9R
-
39952848
06
10 MAYFAIR AVE
09
-
1
NY
1
1
X
5
09
0
INDI
1
-
1965
NY
NORTHRUP, REBECCA
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
LSA
SARATOGA SPRINGS, CITY OF
1
-
JENNIFER A LURIE
-
x
O
08
-
1
14:35
NLSRV2H4B0CZ
RT 9 S
LSA
1U
-
2020
1
X
LSA
E GREENBUSH
1
x
1704
10
17 PONDEROSA BLVD
2
2023
E GREENBUSH
2
02
AARON MOORE
1520
17 PONDEROSA BLVD
07
1
CRESCENT AVE
3
x
04501
7
-
Vehicle 2 was preparing to take a left hand turn from Rt 9S on to Crescent Avenue in a south easterly direction, when Vehicle 1, traveling south, struck her from
behind. Vehicle 1 subsequently left the scene of the accident. No injuries were reported.
U
GEZ5270
-
1
1
M
1
51
TUESDAY
1971
x
U
UNKNOWN
7
-
114202548
4
0
2023/09/02
NY
eric s lurie
X
2
1
PTL
5
SUBN
1
JENNIFER A LURIE
NY
10
9
2 -
12061
-
12061
SARA
29
01
-
-
-
39973333
06
-
X
NY
1
1
X
x
4
0
NISS
1
-
1971
NY
CADORET, JASON
Officer's Rank
and Signature PTL
2264
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector CADORET,
JASON
Reviewing Officer
12/22/2023
06:20
Date/Time Reviewed
KRISTEN VANWERTPrint Name in
Full
-
1
-
2
1
3
5
4
1
5
1
6
2
7
2
23-027670
Local Codes
AMENDED REPORTNL4213HHNC21
12 14 2023
YearMonth
Accident Date
Day THURSDAY
Day of Week
17:35
Military Time
1Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 37 M ---EAVES II, PHILLIP W
1 3 4 1 31 F ---EAVES, AMANDA A
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
61
19
-
20
21
22
5
23
24
1
25
26
1
27
4
28
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
3 1 3 2
4 3 2 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
9 _
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
STATE ROUTE 9Road on which accident occurred
1 5 0 9 at 1) intersecting streetLongitude/Easting
1 1 7 1 W
S
E
N EAST WEST ROAD400
Operator of Vehicle #1 states that as he was traveling southbound on Rte. 9 a coyote ran out in
front of Vehicle #1 casing the collision to occur.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
960731172
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
EAVES II, PHILLIP W
Driver Name - exactly
as printed on license
35 ARBOR AVE
Address (Include Number and Street)Apt. No.
MECHANICVILLECity or Town NYState
12118
Zip Code
2 3 1986
Day YearMonth
Date of Birth
M
Sex Unlicensed
02
No. of Occupants Public
Property
Damaged
EAN HOLDINGS LLC,
Name - exactly as printed on registration
C
Sex Date of Birth
Month Day Year
14002 E 21ST ST STE 1500
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
TULSA
City or Town
OK
State
74134
Zip Code
KBC2092
Plate Number
NY
State of Reg.
2023 HYUN
Vehicle Year & Make
SUBN
Vehicle Type
993
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
DALE EDWARD MCKAY
SARATOGA SPRINGS, CITY OF
1
-
FREDERICK STEVEN STEFANIK
-
x
O
02
-
1
NY
12:59
NL4207HPTMLQ
SOUTH BROADWAY
DALE EDWARD MCKAY
11
-
COHOES
2018
1
28
DALE E MCKAY
VERONA
1
02
2150
04
6021 ROCK RD
1
2024
VERONA
2
2
02
KIEL VANWAGNER
1513
17
6021 ROCK RD
26
2
EAST WEST RD
8
x
04501
8
-
-
v2 was south bound on rt 9 and stopped in traffic at east west rd. V1 rear ended v2 causing damage.
2012
1
JRN4287
4
1
1
7
66
NY
SATURDAY
1957
22 LEONARD ST
12047
JCS5925
NY
1995
1995
8
-
797149570616686774
4
0
2024/02/11
NY
GMC
FREDERICK S STEFANIK
4
2
1
2
NY
PTL
1129A
5
SUBN
1
FREDERICK STEVEN STEFANIK
NY
26
9
1 -
134780000
-
MECHANICVILLE
13478
SARA
10
01
-
-
PICK
121180000
4207HPTMLQ
-
40199769
04
74 3RD ST FL 2
17
-
1
NY
1
1
X
x
5
02
0
AUDI
1
-
1957
NY
DUCHESNE, JARED
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
ALEXIS T RIFFELBACH
SARATOGA SPRINGS, CITY OF
1
-
LSA
-
x
X
O
01
-
3
NY
20:35
x
NLPD41HN2F8F
RT 9
ALEXIS T RIFFELBACH
12
1
-
x
MIDDLE GROVE
1
26
ALEXIS T RIFFELBACH
1
09
3033
U
2024
3
1
01
KYLE CLINTON
2245
07
2
1
x
04501
X
V1 was traveling in a Southerly direction when it appears that V1 struck what looks like another vehicles tire. V1 went off the road onto the median regaining control
and traveling back onto RT9 in a southerly direction.
2018
2
UNKNOWN
-
1
1
1
51
U
DIAGRAM IS PRINTED ON LAST PAGE
NY
THURSDAY
X02 -
F
3540 BOYHAVEN RD
128500000
KTH5985
NY
100
1997
-
1997
-
197099848
4
0
2024/02/19
CHEV
LSA
4
2
2
3
NY
PTL
1128A
5
-
1
GARY P EMERY
2
1 -
-
-
MIDDLE GROVE
SARA
25
X
01
LSA
-
-
4DSD
128500000
PD41HN2GLQ
40209398
3540 BOYHAVEN RD
1
07
-
2
3
1
X
5
09
0
4
Crescent street
-
DUCHESNE, JARED
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
2 2
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
ANNETTE A JEWETT
SARATOGA SPRINGS, CITY OF
1
-
9999
NATALIE DANIELLE SHEA
6
x
04
-
1
NY
10:30
NL4204HZ72FM
ROUTE 9
ANNETTE A JEWETT
12
17
LATHAM
2021
1
61
ANNETTE A JEWETT
DAB
SARATOGA SPRING
1128C
1
06
3105
1180A
10
19 SEWARD ST APT 17
4204HZ406
2
1192A
2024
SARATOGA SPRIN
7
2
DAB
02
SHANNON SMITH
1920
07
19 SEWARD ST APT 17
DAB
11
1
EAST WEST ROAD
1
x
04501
1
1
2
Officer notes are too long to fit this space. They are printed in whole on a separate page.
2022
2
KLX1996
-
1
1
F
8
30
DIAGRAM IS PRINTED ON LAST PAGE
NY
FRIDAY
1993
F
63A SPRING AVE
121100000
KMS6387
NY
1962
1962
1
12
827853825168439637
4
0
4501
2024/04/22
NY
KIA
NATALIE D SHEA
4
3
4
7
NY
PTL
5
4DSD
1
NATALIE DANIELLE SHEA
NY
11
-
2 -
4204HZ74BL
DAB
128660000
-
LATHAM
12866
SARA
19
01
-
-
4DSD
121100000
-
40288298
10
63A SPRING AVE
07
-
1
NY
1
1
X
x
4204HZ74HK
5
06
1
NISS
1
6
1993
NY
CALLAHAN, CHRIS
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
STANLEY GERARD ANTHONY DYBAS
SARATOGA SPRINGS, CITY OF
1
-
-
x
04
-
3
NY
10:30
NL4204HZ72FM
ROUTE 9
STANLEY GERARD ANTHONY DYBAS
1
AMSTERDAM
1
73
STANLEY DYBAS
DAB
1
03
3105
2024
10
2
03
SHANNON SMITH
1920
22
1
EAST WEST ROAD
x
04501
Officer notes are too long to fit this space. They are printed in whole on a separate page.
2020
1
-
2
1
8
69
DIAGRAM IS PRINTED ON LAST PAGE
NY
FRIDAY
M
58 VAN DERVEER ST
12010
GGK8904
NY
1951
1951
-
808028517
4
0
2024/04/22
CADI
4
3
4
10
NY
PTL
5
1
JACQUELYN A GRECO
-
2 -
DAB
-
AMSTERDAM
SARA
19
03
-
4DSD
120100000
1
40288298
58 VANDERVEER ST
22
-
2
1
1
x
03
1
1
-
CALLAHAN, CHRIS
Accident Description/Officer’s Notes
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Description/Officer’s Notes
3
V1 and V3 were stopped in traffic at a red light on Route 9, headed south bound at the intersection of East West Road. V2 was driving
Southbound on Route 9 at a high rate of speed and disregarded the red light and did not attempt to stop. V2 attempted to get in between
V1 and V3 by splitting the lane at which time V2 struck V1 at a high rate of speed. V2 then bounced off of V1 and struck V3. V2 caused
heavy damage to all vehicles involved in the accident. W1 was behind V1 stopped at the red light and provided Officers with a statement
of V2 operators actions. V1, V2, and V3 were all towed from the scene. V2 never attempted to brake or slow down. The operator of V2
was subsuquently arrested for driving while intoxicated. - WITNESS 1 PETRONE, ALLYSON L 45 TAMARACK DR DELMAR NY
12054 3193219312 Tickets Issued: NATALIE DANIELLE SHEA Driver of vehicle number (2) tickets: Ticket Number: 4204HZ74HK
Violation: 1180A Ticket Number: 4204HZ74BL Violation: 1128C Ticket Number: 4204HZ406 Violation: 1192A Ticket Number:
PD76HZ78GK Violation: 11923 Ticket Number: PD76HZ78QZ Violation: 11941B;
4
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
4 4
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
DEBORAH M DELLAPORTE
SARATOGA SPRINGS, CITY OF
1
-
MARYJANE ORECKI
-
x
X
O
05
-
1
FL
17:23
NL4219J1JHQH
SOUTH BROADWAY
DEBORAH M DELLAPORTE
12
-
NEW PORT RICHEY
2023
1
22
DEBORAH M DELLAPORTE
WYNANTSKILL
1
11
2151
06
81 MENEMSHA LN
2
2024
WYNANTSKILL
2
1
02
WILLIAM ARPEI
1242
20
81 MENEMSHA LN
11
1
8
x
04501
8
-
-
V1-FL Insurance policy number K984755A0659 State Farm. V2 was stopped in traffic when V1 rear ended V2 causing minor damage to both vehicles.
2016
2
LAR7770
-
1
1
1
63
DIAGRAM IS PRINTED ON LAST PAGE
FL
SATURDAY
1960
F
8611 SHALLOW CREEK CT
346537028
LXDC89
FL
30
2001
2001
8
-
508371065D416173019200
4
0
2024/05/11
NY
HOND
PETER M ORECKI
4
2
2
2
FL
PTL
1129A
1
SUBN
1
MARYJANE ORECKI
NY
11
9
2 -
121980000
-
NEW PORT RICHEY
12198
SARA
11
01
-
-
4DSD
346537028
4219J1JJB4
-
40310622
06
8611 SHALLOW CREEK CT
20
-
1
NY
1
1
X
x
1
11
0
HOND
1
crescent avenue
-
1960
NY
STREIM, ANDREW
ACCIDENT DIAGRAM
Page of Pages New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
Accident Diagram
2 2
Officer's Rank
and Signature PTL
2980
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector LAMKINS,
NICHOLAS
Reviewing Officer
8/21/2024
19:28
Date/Time Reviewed
MATTHEW CAVANAUGHPrint Name in
Full
-
1
-
2
2
3
1
4
1
5
1
6
1
7
2
24-016149
Local Codes
AMENDED REPORTNL4213JBHQ8C
8 3 2024YearMonth
Accident Date
Day SATURDAY
Day of Week
15:45
Military Time
2Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 29 M ---GONZALEZ, LUIS J
1 3 4 1 16 M ---ORTIZ MARQUEZ, EDGA
2 1 4 1 20 F ---ARATARE, ALEXANDRA
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
O
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN2
18
19
7
20
-
21
-
22
1
23
1
24
4
25
1
26
1
27
1
28
-
29
-
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
3 1 3 2
2 3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
2
2
VEHICLE DAMAGE CODES
11 1 11 2
10 3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
STATE ROUTE 9Road on which accident occurred
CRESENT AVEat 1) intersecting streetLongitude/Easting
W
S
E
N
V1 was making an improper U-Turn at the intersection of State Route 9 and Crescent Ave. Traveling
in a northern direction V1 side swiped V2 on the driver side front and rear doors causing damage.
V1 sustained damage to the front passenger side bumper of the vehicle.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
S09511141
VEHICLE - Driver
License ID Number
1
MA
State of Lic.
GONZALEZ, LUIS J
Driver Name - exactly
as printed on license
49 LEIGHTON ST
Address (Include Number and Street)Apt. No.
FITCHBURGCity or Town MAState
014204246
Zip Code
4 21 1995
Day YearMonth
Date of Birth
M
Sex Unlicensed
02
No. of Occupants Public
Property
Damaged
GONZALEZ, LUIS J
Name - exactly as printed on registration
M
Sex
1995214
Date of Birth
Month Day Year
49 LEIGHTON ST
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
FITCHBURG
City or Town
MA
State
01420-4246
Zip Code
2VKD62
Plate Number
MA
State of Reg.
2005 TOYT
Vehicle Year & Make
4DSD
Vehicle Type
989
Ins. Code
4213JBHRHKTicket/Arrest
Number(s)
1160EViolation
Section(s)
-
-
-
-
850776010
VEHICLE - Driver
License ID Number
2
NY
State of Lic.
ARATARE, ALEXANDRA GWEN
Driver Name - exactly
as printed on license
29 ALLEN RD TRLR 9
Address (Include Number and Street)Apt. No.
PORTER CORSCity or Town NYState
128590000
Zip Code
9 6 2003
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
ARATARE, ALEXANDRA G
Name - exactly as printed on registration
F
Sex
200369
Date of Birth
Month Day Year
380 ALLEN RD
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
PORTER CORNERS
City or Town
NY
State
12859
Zip Code
KSU9926
Plate Number
NY
State of Reg.
2017 DODG
Vehicle Year & Make
4DSD
Vehicle Type
337
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
4
ZEKRIYA BAZ MOHAMMAD
SARATOGA SPRINGS, CITY OF
1
4
-
02
SHANE P ROCCABRUNA
-
x
O
09
-
5
NY
2
17:07
NL4207JJ00V1
3368 ROUTE 9
ZEKRIYA BAZ MOHAMMAD
5
4
1
1
-
LATHAM
2018
5
X
47
ZEKRIYA BAZ MOHAMMAD
PITTSFIELD
3
WENDY DIAZ
06
3353
10
86 MAPLE GROVE DR
-
1
2024
2
PITTSFIELD
11
1
SAMARY CARDONA1
01
JAKE HYNES
2354
29
86 MAPLE GROVE DR
14
1
-
1
x
04501
3
-
-
TAHNEERA DICKERSON
V2 was heading in a northerly direction in the parking lot of 3368 Route 9, the Homewood Suites, when they struck the rear driver side door of V1.V1 was in a parked
position when an unknown passenger opened their door unsafely into V2's lane of travel through the parking lot, while V2 was driving around V1on the left hand side.
2014
1
3ADJ46
-
1
1
F
10
1
X
1
NY
TUESDAY
2005
36
402 -
M
8 OXFORD DR APT 7
121100000
JET5561
NY
100
1977
-
1977
3
-
SA7250568363392162
X
0
2024/09/28
--
MA
TOYT
33
ERICA L ROCCABRUNA
4
32
2
X
2
11
NY
PTL
1
SUBN
1
UNKNOWN
MA
02
12
2
--
-
3
02
-
012015655
-
LATHAM
012015655
SARA
24
18
01
SHANE P ROCCABRUNA
-
-
1
-
4DSD
121100000
-
-
40491321
03
8 OXFORD DR APT 7
1
29
-
2
MA
1
2
X
x
02
1
4
06
0
HYUN
4
Route 9
-
1984
MA
2
-
STREIM, ANDREW
ReleasedHaz.
Mat.
Code
Month Day Year
Place Where Accident Occurred:
County _____________________ of _______________________________________.
Road on which accident occurred ________________________________________________________________________
at 1) intersecting street_________________________________________________________________________________
or 2) ______ ______ _________________________________________________________________
City Village Town
N S
E W of
N
Date of Death Only
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Check if involved vehicle is:
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
Public
Property
Damaged
Accident Date Day of Week
Month Day Year
Military Time No. of
Vehicles
No. Injured No. Killed Not Investigated at Scene
Accident Reconstructed
Police Photos
Yes No
VEHICLE 1 - Driver
License ID Number
Driver Name -exactly
as printed on license
Driver Name - exactly
as printed on license
VEHICLE 2 - Driver
License ID Number
Name–exactly as printed on registration Name–exactly as printed on registration
Address (Include Number & Street) Address (Include Number & Street)
City or Town
Date of Birth
Date of Birth Date of Birth
Sex Unlicensed No. of
Occupants
State of Lic.
State Zip Code City or Town State Zip Code
City or Town State Zip Code City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. CodePlate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Apt. No.Apt. No.
Address (Include Number & Street)Address (Include Number & Street)Apt. No.Apt. No.
V
E
H
I
C
L
E
2
V
E
H
I
C
L
E
1
VEHICLE 1 DAMAGE CODES
Left Scene
VEHICLE 1 VEHICLE 2 BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
Sex
8 9 10 11 12 13 14 15 16 17 BY TO 18 Names of all involved
9.
Coordinates (if available)
Latitude/Northing:
_____________________
Longitude/Easting:
_______________________
Accident Description/Officer’s Notes
Officer’s Rank
and Signature
Print Name
in Full
Badge/ID No. NCIC No. Precinct/Post
Troop/Zone
Station/Beat/
Sector
Reviewing
Officer
Date/Time Reviewed
A
L
L
I
N
V
O
L
V
E
D
A
B
C
D
E
F
Month Day Year
Month Day Year
Month Day Year
Sex
Public
Property
Damaged
Date of Birth Sex Unlicensed No. of
Occupants
State of Lic.
Vehicle By
Towed:
To
Vehicle By
Towed:
To
VEHICLE DAMAGE CODING:
1-13. SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
1
2
3
4
5
6
7
19
21
23
24
25
26
27
28
29
30
20
22
USE
COVER
SHEET
Rear End
Sideswipe
(same direction)
Sideswipe
(opposite direction)
Left Turn Right Angle Right Turn Head On
1.
2.4.6.8.
3.5.7.
Right TurnLeft Turn
ACCIDENT DIAGRAM
0.
Reference Marker
Haz.Released
Mat
. Code
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
VEHICLE 2 DAMAGE CODES
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more Damage Codes
1
445533
122
Cost of repairs to any one vehicle will be more than $1000.
Unknown/Unable to Determine Yes No
Ticket/Arrest
Number(s)
Violation
Section(s)
Ticket/Arrest
Number(s)
Violation
Section(s)
(Route Number or Street Name)
(Route Number or Street Name)
Feet Miles (Milepost, Nearest intersecting Route Number or Street Name)
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Page of Pages
Local Codes
New York State Department of Motor Vehicles
POLICE ACCIDENT REPORT
MV-104A (6/04)
DMV COPYAMENDED REPORT
Officer's Rank
and Signature PTL
3340
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector DINGMON, ADAM
Reviewing Officer
11/13/2024
08:33
Date/Time Reviewed
DOMINIC MARTUSCELLOPrint Name in
Full
-
1
-
2
1
3
5
4
1
5
1
6
1
7
2
24-023779
Local Codes
AMENDED REPORTNL4209JP23FJ
11 8 2024YearMonth
Accident Date
Day FRIDAY
Day of Week
19:15
Military Time
1Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 42 F ---WHIPPLE, OLENNA LOU
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
61
19
-
20
21
22
1
23
24
1
25
26
1
27
4
28
-
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
3 1 3 2
2 3 4 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
.5
W
S
E
N EAST WEST RD
V1 was traveling in a northerly direction on Route 9. V1 struck a deer and damaged the front
right bumper, headlight, and front right quarter panel. V1 left scene of accident and reported it
on 11/10/2024.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
364126321
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
WHIPPLE, OLENNA LOUISE
Driver Name - exactly
as printed on license
53 OAK ST UNIT A
Address (Include Number and Street)Apt. No.
SARATOGA SPRINGCity or Town NYState
128660000
Zip Code
10 16 1982
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
WHIPPLE, OLENNA L
Name - exactly as printed on registration
F
Sex
19821610
Date of Birth
Month Day Year
53 OAK ST UNIT A
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
SARATOGA SPRING
City or Town
NY
State
12866-0000
Zip Code
LJU8071
Plate Number
NY
State of Reg.
2024 VOLK
Vehicle Year & Make
SUBN
Vehicle Type
678
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
3108
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector DINGMON, ADAM
Reviewing Officer
11/18/2024
11:52
Date/Time Reviewed
WILLIAM FERRAROPrint Name in
Full
-
1
-
2
1
3
5
4
1
5
1
6
1
7
2
24-024278
Local Codes
AMENDED REPORTNL4218JPR2V9
11 17 2024
YearMonth
Accident Date
Day SUNDAY
Day of Week
02:00
Military Time
1Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 20 M ---DEUEL, BRANDEN WILL
1 3 4 1 19 M ---BISSELL, JACKSON S
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
61
19
-
20
21
22
5
23
24
1
25
26
1
27
4
28
X
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
3 1 3 2
2 3 3 4 4 5
TOWAWAYVehicle By:
TOWAWAYTowed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N EAST WEST ROAD1000
V1 was traveling in a southerly direction on Route 9. As the operator was driving V1, a deer ran
out in front of V1 striking it.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
381785141
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
DEUEL, BRANDEN WILLIAM
Driver Name - exactly
as printed on license
39 DENIM DR
Address (Include Number and Street)Apt. No.
CLIFTON PARKCity or Town NYState
120650000
Zip Code
8 31 2004
Day YearMonth
Date of Birth
M
Sex Unlicensed
02
No. of Occupants Public
Property
Damaged
DEUEL, JEFFREY B
Name - exactly as printed on registration
M
Sex
1975711
Date of Birth
Month Day Year
39 DENIM DR
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
CLIFTON PARK
City or Town
NY
State
12065
Zip Code
LGX9651
Plate Number
NY
State of Reg.
2024 VOLK
Vehicle Year & Make
4DSD
Vehicle Type
639
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
2943
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector COLLINS, WADE
Reviewing Officer
6/18/2025
12:03
Date/Time Reviewed
DEAN GAETANOPrint Name in
Full
-
1
-
2
1
3
1
4
1
5
1
6
2
7
1
25-012673
Local Codes
AMENDED REPORTNL4222KGHR7L
6 18 2025
YearMonth
Accident Date
Day WEDNESDAY
Day of Week
10:00
Military Time
2Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 79 F ---CAMERON, NANCY ELLE
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
O
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN2
13
19
-
20
-
21
-
22
3
23
3
24
1
25
10
26
2
27
1
28
-
29
-
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
5 1 5 2
5 3 6 4 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
2
2
VEHICLE DAMAGE CODES
12 1 12 2
12 3 11 4 1 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
3402 ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N ROUTE 9500
V1 was in the service garage at Saratoga Honda in the City of Saratoga Springs traveling East
when it side swiped V2 causing a property damage accident. V2 was parked facing East at the time
and V1 was attempting to pass it.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
339729394
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
CAMERON, NANCY ELLEN
Driver Name - exactly
as printed on license
6 JULIANS WAY
Address (Include Number and Street)Apt. No.
SARATOGA SPRINGCity or Town NYState
128660000
Zip Code
2 15 1946
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
CAMERON, NANCY E
Name - exactly as printed on registration
F
Sex
1946152
Date of Birth
Month Day Year
6 JULIANS WAY
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
SARATOGA SPGS
City or Town
NY
State
12866
Zip Code
LLL1265
Plate Number
NY
State of Reg.
2024 HOND
Vehicle Year & Make
4DSD
Vehicle Type
770
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
968042498
VEHICLE - Driver
License ID Number
2
NY
State of Lic.
PARKED,
Driver Name - exactly
as printed on license
857 MIDDLELINE ROAD
Address (Include Number and Street)Apt. No.
BALLSTON SPACity or Town NYState
120200000
Zip Code
9 28 1966
Day YearMonth
Date of Birth
F
Sex Unlicensed
00
No. of Occupants Public
Property
Damaged
PELLETIER, MARY A
Name - exactly as printed on registration
F
Sex
1966289
Date of Birth
Month Day Year
857 MIDDLELINE RD
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
BALLSTON SPA
City or Town
NY
State
12020
Zip Code
BYP5095
Plate Number
NY
State of Reg.
2019 HOND
Vehicle Year & Make
4DSD
Vehicle Type
011
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
3102
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector HILTZ, JENNA
Reviewing Officer
7/31/2025
19:42
Date/Time Reviewed
KEVIN QUIGLEYPrint Name in
Full
-
1
-
2
1
3
1
4
1
5
1
6
1
7
3
25-016018
Local Codes
AMENDED REPORTNL4218KLGW5K
7 25 2025
YearMonth
Accident Date
Day FRIDAY
Day of Week
15:25
Military Time
2Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 8 1 26 F ---LIZANO PINEDO, CLAU
2 1 8 1 30 F ---TIGNER, SELINA
2 3 8 1 33 M ---COSBERT, JAMAL O
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
O
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN2
7
19
26
20
-
21
-
22
7
23
1
24
3
25
1
26
1
27
1
28
-
29
-
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
11 1 11 2
103 12 4 5
DABVehicle By:
DABTowed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
2
2
VEHICLE DAMAGE CODES
2 1 2 2
3 3 1 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N CRESCENT AVENUE50
V2 was traveling northbound on Route 9 in the outer most left lane approaching Saratoga Honda. V1
was driving westbound out of the Saratoga Honda Parking lot, and waiting to make a left hand turn
to enter the roadway of Route 9. An uninvolved vehicle (UV) was traveling northbound on Route 9
in the inner most right lane. UV stopped his vehicle at the entrance of Saratoga Honda and waived
at V1 to enter the roadway. V1 then proceeded into the
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
347171247
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
LIZANO PINEDO, CLAUDIA A
Driver Name - exactly
as printed on license
437 ROUTE 146
Address (Include Number and Street)Apt. No.
HALFMOONCity or Town NYState
120650000
Zip Code
4 9 1999
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
LIZANO PINEDO, CLAUDIA A
Name - exactly as printed on registration
F
Sex
199994
Date of Birth
Month Day Year
437 ROUTE 146
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
HALFMOON
City or Town
NY
State
12065-0000
Zip Code
JNV4634
Plate Number
NY
State of Reg.
2023 HOND
Vehicle Year & Make
SUBN
Vehicle Type
211
Ins. Code
4218KLGX5DTicket/Arrest
Number(s)
1143Violation
Section(s)
-
-
-
-
381672215
VEHICLE - Driver
License ID Number
2
NY
State of Lic.
TIGNER, SELINA
Driver Name - exactly
as printed on license
2101 VAN VRANKEN AVE
Address (Include Number and Street)Apt. No.
SCHENECTADYCity or Town NYState
123080000
Zip Code
12 16 1994
Day YearMonth
Date of Birth
F
Sex Unlicensed
02
No. of Occupants Public
Property
Damaged
TIGNER, SELINA
Name - exactly as printed on registration
F
Sex
19941612
Date of Birth
Month Day Year
2101 VAN VRANKEN AV
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
SCHENECTADY
City or Town
NY
State
12308
Zip Code
LKV2750
Plate Number
NY
State of Reg.
2020 NISS
Vehicle Year & Make
4DSD
Vehicle Type
100
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
3102
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector HILTZ, JENNA
Reviewing Officer
7/31/2025
19:42
Date/Time Reviewed
KEVIN QUIGLEYPrint Name in
Full
1
2
3
4
5
6
7
3
25-016018
Local Codes
AMENDED REPORTNL4218KLGW5K
7 25 2025
YearMonth
Accident Date
Day FRIDAY
Day of Week
15:25
Military Time
2Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage2
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
19
20
21
22
23
24
25
26
27
28
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town of
Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N
roadway and failed to yield the right of way to V2, causing a collision. WITNESS #1 MICHAEL C
KRANZ 51 APPLETREE LANE CLIFTON PARK, NY 12065 (518) 258-8784
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
3414
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector NORTHRUP,
REBECCA
Reviewing Officer
10/15/2025
03:31
Date/Time Reviewed
KURT DACHTLERPrint Name in
Full
-
1
-
2
1
3
2
4
1
5
1
6
1
7
3
25-021720
Local Codes
AMENDED REPORTNL4211KTL43P
9 30 2025
YearMonth
Accident Date
Day TUESDAY
Day of Week
06:52
Military Time
3Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 66 F ---PEASE, CRYSTAL A
2 1 4 1 20 F ---COLLINS, ASIANNA VE
3 1 4 1 34 F ---FRANK, KAILEEN M
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN2
9
19
26
20
-
21
-
22
1
23
1
24
1
25
1
26
1
27
1
28
1
29
-
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
1 1 1 2
2 3 3 4 5
TOWAWAYVehicle By:
TOWAWAYTowed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
2
2
VEHICLE DAMAGE CODES
8 1 8 2
1 3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N NORTH OF EAST WEST ROAD305
After a motor vehicle occurred in the southbound lane of Route 9, V1 struck V2 and V3 resulting
in damage to all three vehicles. V1 operator was transported to Saratoga Hospital for medical
conditions unrelated to the accident. V2 did not have insurance according to NYS DMV at the time
of the accident.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
857037262
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
PEASE, CRYSTAL A
Driver Name - exactly
as printed on license
1203 N CREEK RD 20
Address (Include Number and Street)Apt. No.
PORTER CORSCity or Town NYState
128590000
Zip Code
9 30 1959
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
PEASE, CRYSTAL A
Name - exactly as printed on registration
F
Sex
1959309
Date of Birth
Month Day Year
1203 N CREEK RD 20
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
PORTER CORS
City or Town
NY
State
12859-0000
Zip Code
JML8860
Plate Number
NY
State of Reg.
2021 TOYT
Vehicle Year & Make
4DSD
Vehicle Type
626
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
963630219
VEHICLE - Driver
License ID Number
2
NY
State of Lic.
COLLINS, ASIANNA VERNEA
Driver Name - exactly
as printed on license
1107 JACOB ST
Address (Include Number and Street)Apt. No.
TROYCity or Town NYState
121800000
Zip Code
5 23 2005
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
COLLINS, ASIANNA V
Name - exactly as printed on registration
F
Sex
1905235
Date of Birth
Month Day Year
1475 NY 40
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
SCHAGHTICOKE
City or Town
NY
State
12154
Zip Code
LRF3114
Plate Number
NY
State of Reg.
2017 KIA
Vehicle Year & Make
4DSD
Vehicle Type
000
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
3414
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector NORTHRUP,
REBECCA
Reviewing Officer
10/15/2025
03:31
Date/Time Reviewed
KURT DACHTLERPrint Name in
Full
1
2
3
4
5
6
7
3
25-021720
Local Codes
AMENDED REPORTNL4211KTL43P
9 30 2025
YearMonth
Accident Date
Day TUESDAY
Day of Week
06:52
Military Time
3Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage2
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
3VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
-
19
-
20
21
22
1
23
24
1
25
26
27
28
-
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
3
3
VEHICLE DAMAGE CODES
7 1 7 2
3 4 5
TOWAWAYVehicle By:
TOWAWAYTowed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town of
Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
618314143
VEHICLE - Driver
License ID Number
3
NY
State of Lic.
FRANK, KAILEEN M
Driver Name - exactly
as printed on license
111 WINEBERRY LN
Address (Include Number and Street)Apt. No.
MALTACity or Town NYState
120200000
Zip Code
10 22 1990
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
FRANK, KAILEEN M
Name - exactly as printed on registration
F
Sex
19902210
Date of Birth
Month Day Year
111 WINEBERRY LN
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
MALTA
City or Town
NY
State
12020-0000
Zip Code
GMD8917
Plate Number
NY
State of Reg.
2021 NISS
Vehicle Year & Make
4DSD
Vehicle Type
039
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
2881
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector PERKINS,
AARON
Reviewing Officer
11/12/2025
08:40
Date/Time Reviewed
LOGAN MURPHYPrint Name in
Full
-
1
-
2
2
3
1
4
1
5
1
6
1
7
2
25-023247
Local Codes
AMENDED REPORTNL4215KWTRXN
10 21 2025
YearMonth
Accident Date
Day TUESDAY
Day of Week
10:15
Military Time
2Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 23 M ---LAWRENCE, CHRISTOPH
2 1 4 1 63 M ---FENSTERER, CHARLES
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
O
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN2
9
19
-
20
-
21
-
22
1
23
1
24
7
25
8
26
1
27
1
28
-
29
-
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
2 1 2 2
2 3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
2
2
VEHICLE DAMAGE CODES
8 1 8 2
8 3 9 4 7 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
STATE ROUTE 9Road on which accident occurred
EAST WEST ROADat 1) intersecting streetLongitude/Easting
W
S
E
N
V2 was traveling North on Route 9 approaching the intersection with East West Road. V1 was
traveling North on Route 9 behind V2. V2 stopped at the stoplight at the intersection and V1 was
following too closely and struck V2, causing a property damage accident.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
825861581
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
LAWRENCE, CHRISTOPHER C
Driver Name - exactly
as printed on license
2 COLLEEN COURT
Address (Include Number and Street)Apt. No.
WILTONCity or Town NYState
12831
Zip Code
8 16 2002
Day YearMonth
Date of Birth
M
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
LAWRENCE, CLANCY C
Name - exactly as printed on registration
M
Sex
1972318
Date of Birth
Month Day Year
2 COLLEEN COURT
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
WILTON
City or Town
NY
State
12831
Zip Code
LHG7074
Plate Number
NY
State of Reg.
2013 MNNI
Vehicle Year & Make
2DSD
Vehicle Type
769
Ins. Code
4215KWTSBTTicket/Arrest
Number(s)
1129AViolation
Section(s)
-
-
-
-
921301898
VEHICLE - Driver
License ID Number
2
NY
State of Lic.
FENSTERER, CHARLES A
Driver Name - exactly
as printed on license
100 LOWER NEWTON ROAD
Address (Include Number and Street)Apt. No.
WATERFORDCity or Town NYState
12188
Zip Code
12 8 1961
Day YearMonth
Date of Birth
M
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
FENSTERER, CHARLES A
Name - exactly as printed on registration
M
Sex
1961812
Date of Birth
Month Day Year
100 LOWER NEWTON ROAD
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
WATERFORD
City or Town
NY
State
12188
Zip Code
54000NB
Plate Number
NY
State of Reg.
2022 FORD
Vehicle Year & Make
VAN
Vehicle Type
606
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Rossi, Curtis
10/01/2025 Rossi: I was dispatched to a 2 car MVA, a tractor-trailer vs. pick-up truck at the intersection
of Route 9 and Crescent Avenue. Dispatch advised there was personal injury, the tractor-trailer operator
was out of the vehicle, and the pick-up truck operator was unaccounted for. Upon arrival, I observed a
pick-up truck and tractor-trailer off the side of the road, crashed into trees, and vehicle and cargo debris
spread across Route 9. I observed a group of people standing next to the tractor-trailer and was met by
the tractor-trailer operator, SAMET ABAK. Abak sustained a laceration to his left wrist and both ankles.
Abak stated he was driving around 60 MPH when he looked down within his vehicle to set the cruise
control and when he looked up, his truck collided with the rear of a pick-up truck. Abak stated he was
not injured but he was advised he was being transported to Saratoga Hospital for an evaluation.
I went to investigate the pick-up truck that the tractor-trailer collided with. Upon arrival, I spoke with a
Saratoga Springs Firefighter who advised the pick-up truck was parked on the side of the road at the time
of the collision, and the pick-up truck operator was unaccounted for. While approaching the pick-up
truck, I observed what looked like 2 boots underneath of the frame of the pick-up truck cab. After further
investigation, I was able to identify a human body pinned down underneath the pick-up truck frame. I
noticed both legs of the body underneath the pick-up truck were shaking. I called out to the person but
heard no response. I attempted to remove the body from underneath the pick-up truck with negative
results due to the frame crushing the top of the individual's body. The Saratoga Springs Firefighters were
able to lift the pick-up truck frame, remove the person, and transport them.
Officer Michalowski advised me he met with a subject that heard, and possibly witnessed the vehicle
collision occur. I met with the witness identified as JOHN POLLAY. Pollay stated he was mowing the grass
at a nearby golf course when he heard what he described to be a loud explosion. When Pollay looked
toward the direction of the noise, he observed a pick-up truck strike a tree and then a tractor-trailer
travel further down the road and strike multiple other trees. Pollay stated he went to check the status of
the pick-up truck operator. Pollay approached the vehicle, opened the driver side door, and stated there
was no one inside the pick-up truck. Pollay explained he then approached the tractor-trailer and spoke
with the operator outside the vehicle who stated he was ok. I secured a statement from Pollay.
I visited Abak at Saratoga Hospital to administer a field sobriety test. I advised Abak I was going to check
his eyes. I asked Abak if he had any underlying medical conditions, asthma, or if he has diabetes. Abak
stated no to each question. I asked Abak if he wore glasses. Abak stated he wears glasses at night to see
better in dark conditions. Abak also stated he did not drink any alcohol the day of the incident and the
Narrative (1)
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Officer (2)
Reporting Officer:09/30/2025 06:41:41Rossi, Curtis (Ptl.)
Approving Officer:10/05/2025 00:09:34Ferris, Zachary (Sgt)
night prior. Abak stated he is not currently taking any prescribed medications. Abak explained he slept
for 9 hours the night prior and woke up around 4:00 am, did not eat anything, and traveled from his
residence in Schenectady to Saratoga Springs for work. Abak explained when he arrived to work at
Saratoga Eagle, he inspected his truck and began to drive from Saratoga Springs to Albany to deliver a
load of beer. I administered a field sobriety test.
Abak's successfully provided a PBT sample with a BAC reading of 0.00.
I completed a Saratoga Hospital medical release form with Abak and submitted it to hospital staff.
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Person Interviewed Data (4)
Kluck, Eugene
Buckley, Zachary
Incident
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Brand, Spencer James Davidson
Johnson, Nancy
Other Data (2)
Sturgiss, Antonio Coroner
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Abak, Raven
Offense(s) (0)
Vehicle(s) (0)
Property (1)
Autopsy Photos
Drug(s) (0)
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Gun(s) (0)
Rose, Vanessa
On 9/30/25 at 7:00 am, I responded to the scene of the reported crash. SSPD, SCSO and SSFD units were
already on scene upon my arrival. I reported to Sgt. Callahan who advised me to assist in taking a
statement from the Eagle Driver, Samet Abak. Mr. Abak walked with me to my vehicle where my
statement forms were located. While we were walking, he described the direction he was travelling
which was in the outermost south bound lane. He stated he was heading to Albany and there was a truck
in front of him which quickly moved over to the left /inner lane and then Mr. Abak saw the stopped
vehicle and could not avoid it and struck the stopped vehicle. Mr. Abak was very cooperative throughout
the investigation.
When we got to my vehicle we stood outside, I began to take down Mr. Abak's phone number
when SSFD paramedics approached. They advised that due to the impacted condition of his vehicle
they felt Mr. Abak should be evaluated for any possible internal injuries. Mr. Abak agreed to be evaluated,
and the paramedics brought him to the ambulance on scene, Unit 5654. I later checked on Mr. Abak in
the ambulance and saw that he had his work phone which a firefighter advised was found in the debris
outside of the truck. Mr. Abak had called his employer, and he advised he would be enroute, a Nick
Barker. I asked Mr. Abak if I could secure his work phone as it is part of the original scene and he agreed.
The work cell number is , the pass code is Officer Michalowski advised that he
located another cell phone in the debris of the Eagle truck believed to be the drivers personal cell. I asked
Mr. Abak about securing his personal cell also and he agreed and provided the pass code to his personal
cell phone, The paramedics advised they would be transporting Mr. Abak to Saratoga Hospital. I
secured the phones in a faraday bag in my vehicle. I advised Sgt. Cadoret of the phones and that Mr. Abak
is going to Saratoga Hospital and that Nick Barker from Eagle is enroute. He advised they would retrieve
the phones from me at the station and that Officer Guzek would be responding to the hospital to secure
statement and further needed investigation. I remained on scene to assist further.
Sgt. Callahan advised that he was provided with an emergency contact for the victim, Denise Howard and
made the call on my department cell phone. There was no answer. We then had the call placed through
the station main line and got through. Sgt. Callahan made notification to Nancy Johnson
that Ms. Howard was in an accident and has been transported to Albany Med, time was 07:45 am. Sgt.
Callahan directed me to the East West Rd where Officer Gaetano was posted and advising that HMA
Contracting may have video from their truck dashcam.
I spoke with Eugene Kluck the project GM on scene that morning. It was determined that they did not
Narrative (1)
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
have any video that they could access, but Mr. Kluck advised that he believes the camera should have
something. He advised the cameras are through Verizon Connect. I relayed the information to Inv. Reside
who was also on scene. It was determined that the SD card should be secured. Mr. Kluck advised that we
can do whatever we need. He signed a permission to search device form for the dashcam. I advised Inv.
Reside that we had the permission to search. Inv. Reside handled the SD card retrieval and access, see his
supplemental for further.
Mr. Kluck advised that he was still enroute to the job site at the time of the crash and did not witness
anything. He stated that they were contracted with the State Park and had just completed milling the East
West Rd. He advised that the victim should not have been where she was and he was not sure why or
what she was doing there. I asked if she could have been setting up signs and he advised that the signs
were not needed today as they were done with that portion of the work. They only had the signs set up
along 9 previously to help guide and control traffic entering the park while they were milling, which was
now complete.
I spoke with the two other employees that were there in the morning, neither witnessed the crash.
Zachary Buckley advised that the previous day he and the victim had set up the signs and broken them
down. He stated that he did not know why she would be setting up signs this morning. He stated he
texted her the evening before that they were to meet on site at 6:30 am and she responded with thumbs
up. They were supposed to meet where the equipment was located in the park. He stated that she did
not show up and they went to the spring which is where they were to be working next. He tried calling
the victim several times but got no answer. It wasn't until they came back to the East West Rd and saw all
of the traffic and the police officer at the intersection that he found out what happened. He approached
Officer Gaetano in the intersection to advise him that they are expecting another employee. Officer
Gaetano checked with the officers on scene and they advised that a HMA truck was involved in the crash.
Spencer James Davidson Brand, the other employee, did not have any different information to add.
Sgt. Callahan asked me to follow up with the Eagle driver's wife who was asking about her husbands
property and Sgt. Cadoret advised he believed that Mr. Abak has been released from the hospital and
requested assistance in obtaining a permission to search form for Mr. Abak's personnel cell phone . I
contacted Mrs. Abak and arranged to meet them in Malta where they had to go for Mr. Abak's DOT
requirement. I met them outside in the parking lot. I took note of the items that Mr. Abak wanted if
found in the cab, a black Volvo car key, an ipad, a black Casio wristwatch and a small black case that
contained black earbuds. He also mentioned there was a company printer that goes with the company
phone. He also mentioned he has a lunch box and a coffee cup, which he was not as concerned about. I
forwarded the list to Sgt. Cadoret. I asked if he would sign a permission to search form for his personal
cell and he stated he would and he signed same. I asked if he had any injuries and he stated that he did
not have any that he knew of at this time. His wife advised that the hospital however, did not do any x-
rays or scans.
I advised Sgt. Cadoret that I had the form and asked if I was still needed on scene. He advised that I was
no longer needed and someone would collect the paperwork and phones from me when they get back to
the station.
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Officer (2)
Reporting Officer:10/01/2025 07:36:00Rose, Vanessa (Inv)
Approving Officer:11/07/2025 12:32:56Callahan, Christopher (Sgt)
I secured the phones in my working locker until Officer Hargett later responded to the Investigations
office where I turned over my original notes, the permission to search forms, and the cellphones.
The victims wife, Nancy Johnson contacted the station seeking information about what happened. I had
the call put through to me. I asked the condition of her wife. She advised she was critical and in surgery.
She advised she was too upset and no longer wanted to speak about what happened. She advised she
would try again later. I texted her a photo of my business card and let her know that I was the person she
spoke to and that she can contact me when she is ready.
Before end of shift, I messaged her that I wanted to check in with her before leaving. She advised that her
wife was out of surgery but still critical and staff was requesting to speak with someone who can make
the medical decisions.
On the morning of 10/1/25, Albany County Coroner Sturgiss contacted the station and relayed to Sgt.
Northrup that the victim at Albany Med died at 4:52 am and that a Autopsy was scheduled for that day.
Sgt. Northrup advised me that she already notified Sgt. Cadoret and that the coroner was requesting a
call. I contacted the coroner who advised the autopsy was scheduled for 10:00 am at Ellis Hospital and I
was to bring any photos and video available. I responded to Ellis and attended the autopsy which was
conducted by Dr. Bernard Ng and autopsy assistant James Schaeffer. I provided Dr. Ng with a thumb drive
containing photographs taken by Officer Guzek and the HMA Contracting dashcam video, which he
reviewed. The findings were death from severe trauma. He was unable to provide me with a draft copy of
the death certificate at autopsy as the coroner still had to make data entry but he would e-mail me a
copy when ready. I advised Sgt. Cadoret of the findings. I called and spoke with the victim's wife and
advised her of same. I secured photos during autopsy which have been uploaded to this case in
evidence.com.
On the morning of 10/2/25, I received the draft copy of the autopsy from Dr. Ng. The manner of death is
listed as accident, immediate cause of death is hemorrhagic shock due to or as a consequence of severe
trauma due to or as a consequence of struck by a motor vehicle. Copy TOT Traffic Division.
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Suspects (2)
ABAK, SAMET
HOWARD, DENISE J
Incident
3332 - 3399 Route 9 Saratoga Springs - 12866, NEW YORK 12866
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Offense(s) (0)
Vehicle(s) (3)
2023 TRAILER
2007 General Motors Corp. VAN
2020 Freightliner Corp.
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Property (2)
blue silk bandanna
Samsara camera, memory and router
Drug(s) (0)
Gun(s) (0)
Guzek, John
Officer Guzek- On 9/30/2025 I responded to South Broadway on State Route 9 for a serious personal
injury accident. Upon arrival the female injured in the crash, Denise Howard had been removed from the
scene by EMS and transported to the hospital. Sgt Cadoret gave me details to the incident and I was
instructed to start taking pictures immediately. I took pictures of the vehicles, inside of the box trailer
Narrative (1)
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Officer (2)
Reporting Officer:Guzek, John (Inv)
Approving Officer:10/07/2025 07:42:00Cadoret, Jason (Sgt)
and the surrounding area. After I was finished with the photographs I went to the Saratoga Hospital and
took a statement from the operator of the Freightliner tractor and trailer. Samet Abak. Abak was
cooperative and signed off on the medical records form in which I submitted to the hospital staff. An
email will be sent to my department address with the medical results, incluting a toresults. I will add the
records to the case at that time. I did collect a blue silk bandanna and it has been entered into evidence.
I spoke with DOT Inspector Danielle Adaire and will be scheduling an examination of the vehicles
involved.
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Officer (2)
Reporting Officer:10/09/2025 14:14:00Guzek, John (Inv)
Approving Officer:10/24/2025 14:36:26Cadoret, Jason (Sgt)
Guzek, John
Officer Guzek- On 10/09/2025 I went to the NYSP Crime Lab and dropped off the camera, router and
black box that was taken as evidence from the tractor in this case. NYSP evidence receipt was placed into
the case file. Evidence chain of custody log adjusted.
Narrative (1)
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Officer (2)
Reporting Officer:10/01/2025 18:01:00Hargett, Jeffrey (Ptl)
Approving Officer:10/16/2025 10:27:43Cadoret, Jason (Sgt)
Hargett, Jeff
2754 - On 09/30/2025 I received a call out from Sgt Cadoret for an accident that occurred on Route 9 at
approximately 0630 hours. I responded to the location and observed a tractor trailer commercial motor
vehicle crashed in the trees on Route 9 adjacent to the golf course as well as a utility truck crashed in the
trees as well. I began to walk the scene with Sgt. Cadoret, Officer Guzek, and members of the SCSO
accident reconstruction unit. I observed a large amount of diesel spilled on the roadway, skid marks, and
gouges in the roadway where the accident took place. I observed a large gouge in the roadway that I
believed to be the point of maximum engagement accompanied with skid marks containing striations
from the Tractor Trailer. The tractor trailer was a Saratoga Eagle truck bearing
with an enclosed box trailer bearing The utility truck was an HMA truck
bearing I remained on scene with SCSO s accident reconstruction team who
completed scans of the accident scene using a FARO scanner. SCSO called in a drone operator who flew a
drone on scene to secure further pictures. After the scans and photos were complete I gathered the
registration and insurance information from the vehicles for the accident report. I walked Route 9 from
the scene to the Homewood Suites to check for any other evidence related to this case with negative
results. A road sign stating Road Work Ahead 1 Mile was set up approximately 600 feet before the
accident. The signs were being placed and set up by Howard for road work that was being completed
that day on East West Road. The scene was cleaned as I completed a tow sheet for the HMA truck and
placed a hold on said truck. After completing a tow sheet KJ Sterns began unloading the tractor trailer
and preparing to tow both vehicles from the scene. I then cleared the scene.
I returned to HQ where I scanned all consent forms, voluntary statements, tow sheets, and notes. They
were placed on a hard drive and scene photographs were secured on said hard drive as well. I then
gathered the video footage from the HMA truck dash camera for the flash drive, that was provided to me
by Inv. Reside. I began the accident report as I waited for video footage to be secured by officers from
Saratoga Eagle s truck. The video footage was unavailable to be downloaded and viewed on today s date
Narrative (1)
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Officer (2)
Reporting Officer:10/02/2025 14:25:00Hargett, Jeffrey (Ptl)
Approving Officer:10/16/2025 10:27:20Cadoret, Jason (Sgt)
Hargett, Jeff
2754 - 2754 - On today s date 10/02/2025 I turned over a flash drive to SCSO s accident reconstruction
team containing all consent forms, voluntary statements, notes, photographs, and tow sheets for their
completion of the reconstruction.
Narrative (1)
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Officer (2)
Reporting Officer:10/16/2025 21:26:00Coyner, William (Inv)
Approving Officer:11/07/2025 12:33:48Callahan, Christopher (Sgt)
Coyner, William
On 10/1/2025 I received two cell phones which were sealed in faraday bags with consent forms for each
phone from Sgt. Cadoret. Sgt. Cadoret asked if I could get the cell phone information dumped off of the
phones for analysis. I took custody of the cell phones and subsequently contacted Sr. Inv. Matt Robinson
with SCSO. On 10/06/2025 I turned over the phones to Sr. Inv. Robinson at SCSO HQ.
On 10/09/2025 I picked up the cell phones from SCSO HQ and a USB drive was provided with the cell
phone dump information. I transported the phones back to SSPD HQ and turned them over to Sgt.
Cadoret in person.
I did not open, or manipulate the cell phones in any way during this process.
Narrative (1)
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Offense(s) (0)
Vehicle(s) (0)
Property (1)
Micro SD Card from HMA Dashcam
Drug(s) (0)
Gun(s) (0)
Incident
Reside, Steven
1828: On 09/30/25, I left my house for work and heard this incident dispatched via police radio. I
Narrative (1)
Saratoga Springs PD
5 Lake Ave Saratoga Springs, NY 12866
(518) 584-1800
Officer (2)
Reporting Officer:10/01/2025 08:25:00Reside, Steven (Inv)
Approving Officer:11/21/2025 13:55:28Callahan, Christopher (Sgt)
responded to the scene, observing a small dump truck off the east side of Route 9, north of East West
Road. I also observed a Saratoga Eagle tractor trailer off the road, just south of the dump truck. The
operator of the dump truck was being loaded on a SSFD ambulance for transport.
I started taking digital photos of the accident scene, and employees from Saratoga Eagle arrived. I spoke
with Nick Barker who advised that there is a dashcam in the cab of their vehicle. Safety Director John
Kileen also arrived, bringing a company laptop to view archived video of the incident. They attempted to
download the accident video, but the video cut out approximately 10 seconds before impact. Barker
advised that he would contact the manufacturer, Samsara, for further guidance.
Inv. Rose advised that she was speaking with employees from HMA contracting, the owner of the dump
truck, and that it also had a dash camera. I observed a SmartWitness KP2 camera attached to the inside
of the windshield. I viewed the users manual to find that there is a micro SD card in the camera. Inv. Rose
received signed consent to search the camera. I took the cover plate off of the camera and removed the
SD card, replacing the cover plate.
On return to HQ, I attempted to view the video from the HMA vehicle via the Verizon Connect Integrated
Video software, but was prompted for a password. I spoke at length with Brandon Gardy from HMA, who
conferenced me in with their Verizon representative, who after a time was able to provide the password,
I viewed the video, which shows the impact to her vehicle.
I secured the SD card in locker #1.
Officer's Rank
and Signature PTL
2882
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector STREIM,
ANDREW
Reviewing Officer
11/3/2025
17:18
Date/Time Reviewed
DANIEL ROBERTSONPrint Name in
Full
-
1
-
2
1
3
5
4
1
5
1
6
2
7
2
25-023821
Local Codes
AMENDED REPORTNL4212KXQK0J
10 29 2025
YearMonth
Accident Date
Day WEDNESDAY
Day of Week
18:53
Military Time
1Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 22 F ---BENNETT, LAKYN RAIN
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
61
19
-
20
21
22
1
23
24
1
25
26
1
27
4
28
-
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
3 1 3 2
2 3 3 4 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
.5
W
S
E
N CRESCENT AVENUE
V1 was traveling in a northerly direction on state route 9 when a deer crossed V1's path. Due to
the vehicles speed and the deers movement, V1 operator was unable to avoid a collision.
Substantial damage to the front passenger side of the vehicle caused by animals action.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
627447305
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
BENNETT, LAKYN RAIN
Driver Name - exactly
as printed on license
4 N CENTER LN
Address (Include Number and Street)Apt. No.
BALLSTON LAKECity or Town NYState
120190000
Zip Code
12 16 2002
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
BENNETT, ERIC J
Name - exactly as printed on registration
M
Sex
1967247
Date of Birth
Month Day Year
4 N CENTER LN
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
BALLSTON LAKE
City or Town
NY
State
12019-0000
Zip Code
KLJ5238
Plate Number
NY
State of Reg.
2016 FORD
Vehicle Year & Make
4DSD
Vehicle Type
639
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
3269
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector WILSON,
PARKER
Reviewing Officer
11/19/2025
02:02
Date/Time Reviewed
VINAY RATHOREPrint Name in
Full
-
1
-
2
1
3
4
4
1
5
2
6
2
7
2
25-024851
Local Codes
AMENDED REPORTNL4210L07X5L
11 12 2025
YearMonth
Accident Date
Day WEDNESDAY
Day of Week
23:24
Military Time
1Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 76 M ---AUGUSTE, VERDI H
1 4 4 1 23 M ---BARCLAY, DUSTIN R
1 6 4 1 22 F ---SARGENT, SAYDI A
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
61
19
-
20
21
22
1
23
24
1
25
26
1
27
7
28
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
2 1 3 2
1 3 2 4 3 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
EAST WEST ROADat 1) intersecting streetLongitude/Easting
W
S
E
N
V1 was traveling in a northerly direction on route 9. V1 struck a deer in the roadway causing
significant damage to his vehicle.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
513861099
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
AUGUSTE, VERDI H
Driver Name - exactly
as printed on license
932 WENDELL AVE
Address (Include Number and Street)Apt. No.
SCHENECTADYCity or Town NYState
123080000
Zip Code
12 30 1948
Day YearMonth
Date of Birth
M
Sex Unlicensed
03
No. of Occupants Public
Property
Damaged
AUGUSTE, VERDI H
Name - exactly as printed on registration
M
Sex
19483012
Date of Birth
Month Day Year
932 WENDELL AVE
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
SCHENECTADY
City or Town
NY
State
12308-0000
Zip Code
JEG
Plate Number
NY
State of Reg.
2021 HOND
Vehicle Year & Make
SUBN
Vehicle Type
639
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
2882
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector STREIM,
ANDREW
Reviewing Officer
12/10/2025
16:19
Date/Time Reviewed
DANIEL ROBERTSONPrint Name in
Full
-
1
-
2
1
3
5
4
1
5
1
6
1
7
2
25-025554
Local Codes
AMENDED REPORTNL4213L195R2
11 22 2025
YearMonth
Accident Date
Day SATURDAY
Day of Week
17:51
Military Time
1Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 67 M ---SUTTON, STEVEN
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
61
19
-
20
21
22
1
23
24
1
25
26
1
27
7
28
-
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
3 1 3 2
2 3 3 4 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N EAST WEST ROAD500
V1 was traveling in a northerly direction on Route 9 when a deer crossed V1's path from the left,
causing a property damage accident.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
349282258
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
SUTTON, STEVEN
Driver Name - exactly
as printed on license
397 ANGEL RD
Address (Include Number and Street)Apt. No.
CORINTHCity or Town NYState
128220000
Zip Code
3 10 1958
Day YearMonth
Date of Birth
M
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
SUTTON, STEVEN
Name - exactly as printed on registration
M
Sex
1958103
Date of Birth
Month Day Year
397 ANGEL RD
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
CORINTH
City or Town
NY
State
12822
Zip Code
HRH1842
Plate Number
NY
State of Reg.
2014 TOYT
Vehicle Year & Make
4DSD
Vehicle Type
219
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
2754
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector CADORET,
JASON
Reviewing Officer
3/31/2026
14:26
Date/Time Reviewed
JEFF HARGETTPrint Name in
Full
-
1
-
2
1
3
1
4
1
5
1
6
1
7
2
26-006560
Local Codes
AMENDED REPORTNL4224LG8GG0
3 24 2026
YearMonth
Accident Date
Day TUESDAY
Day of Week
09:33
Military Time
2Vehicles
No. of
1
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 77 F 08 10 6 DENHAM, DOROTHY J
2 1 4 1 69 F ---BABSON, MONICA L
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
O
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN2
7
19
-
20
-
21
-
22
3
23
1
24
3
25
1
26
1
27
1
28
-
29
-
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
3 1 3 2
3 3 2 4 1 5
MATTS TOWINGVehicle By:
MATTS TOWINGTowed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
2
2
VEHICLE DAMAGE CODES
1 1 1 2
16 3 1 4 2 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N CRESCENT AVENUE1700
V1 was traveling in a southerly direction on Route 9. V2 was traveling in a northerly direction
on Route 9. V1 entered the center turn lane with the intention to make a left turn in an easterly
direction and pull into the parking lot of the Homewood Suites, located at 3368 US-9. V1 failed
to yield the right of way to V2 and made said left turn across the northbound lanes of Route 9,
in front of V2. V2 swerved, striking V1 in a right angle
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
623846448
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
DENHAM, DOROTHY J
Driver Name - exactly
as printed on license
4 SKYLARK DR
Address (Include Number and Street)Apt. No.
BALLSTON SPACity or Town NYState
120200000
Zip Code
10 26 1948
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
DENHAM, DOROTHY J
Name - exactly as printed on registration
F
Sex
19482610
Date of Birth
Month Day Year
4 SKYLARK DR
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
BALLSTON SPA
City or Town
NY
State
12020-0000
Zip Code
HFN1489
Plate Number
NY
State of Reg.
2014 FORD
Vehicle Year & Make
SUBN
Vehicle Type
240
Ins. Code
4224LG8HC5Ticket/Arrest
Number(s)
1141Violation
Section(s)
-
-
-
-
528721826
VEHICLE - Driver
License ID Number
2
NY
State of Lic.
BABSON, MONICA L
Driver Name - exactly
as printed on license
58 FEEDER ST
Address (Include Number and Street)Apt. No.
HUDSON FALLSCity or Town NYState
128390000
Zip Code
5 21 1956
Day YearMonth
Date of Birth
F
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
BABSON, MONICA L
Name - exactly as printed on registration
F
Sex
1956215
Date of Birth
Month Day Year
58 FEEDER ST
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
HUDSON FALLS
City or Town
NY
State
12839-0000
Zip Code
KSP6573
Plate Number
NY
State of Reg.
2008 CHEV
Vehicle Year & Make
SUBN
Vehicle Type
618
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
2754
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector CADORET,
JASON
Reviewing Officer
3/31/2026
14:26
Date/Time Reviewed
JEFF HARGETTPrint Name in
Full
1
2
3
4
5
6
7
2
26-006560
Local Codes
AMENDED REPORTNL4224LG8GG0
3 24 2026
YearMonth
Accident Date
Day TUESDAY
Day of Week
09:33
Military Time
2Vehicles
No. of
1
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage2
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
19
20
21
22
23
24
25
26
27
28
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town of
Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N
collision, before continuing into an embankment and overturning, coming to final rest on its
side.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
2753
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector HILTZ, JENNA
Reviewing Officer
5/12/2026
15:54
Date/Time Reviewed
NICOLLE CHRISTIANSENPrint Name in
Full
-
1
-
2
1
3
1
4
1
5
1
6
1
7
3
26-009642
Local Codes
AMENDED REPORTNL4215LLBMJR
5 1 2026YearMonth
Accident Date
Day FRIDAY
Day of Week
13:55
Military Time
2Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 64 M ---LOTITO, STEPHEN
1 3 4 1 77 F ---PICCOLLO, DORTHY R
2 1 4 1 84 M ---SCHNEIDER, JOHN
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN2
3
19
69
20
-
21
-
22
7
23
5
24
15
25
1
26
2
27
1
28
-
29
-
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
8 1 18 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
2
2
VEHICLE DAMAGE CODES
11 1 11 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
3402 ROUTE 9Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N ROUTE 9100
V1 had been parked in a parking spot in front of Saratoga Honda facing a eastern direction. V2
was traveling in a southern direction in the parking lot of Saratoga Honda. See diagram for
reference. V1 had been backing out of his parking space in a western direction, as V2 had been
traveling in a southern direction behind him, and struck V2. V1 states that his view was blocked
by the police vehicles that had been parked just north of him next
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
382955920
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
LOTITO, STEPHEN
Driver Name - exactly
as printed on license
4021 RT 30
Address (Include Number and Street)Apt. No.
WELLSCity or Town VTState
057740000
Zip Code
12 26 1961
Day YearMonth
Date of Birth
M
Sex Unlicensed
02
No. of Occupants Public
Property
Damaged
LOTITO, STEPHEN
Name - exactly as printed on registration
M
Sex
19612612
Date of Birth
Month Day Year
4021 RT 30
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
WELLS
City or Town
VT
State
05774-0000
Zip Code
505A424
Plate Number
VT
State of Reg.
2024 CHEV
Vehicle Year & Make
PICK
Vehicle Type
989
Ins. Code
4215LLBNHNTicket/Arrest
Number(s)
1211AViolation
Section(s)
-
-
-
-
970046740
VEHICLE - Driver
License ID Number
2
NY
State of Lic.
SCHNEIDER, JOHN
Driver Name - exactly
as printed on license
94 LANCASTER CT
Address (Include Number and Street)Apt. No.
BALLSTON LAKECity or Town NYState
120190000
Zip Code
1 23 1942
Day YearMonth
Date of Birth
M
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
SCHNEIDER, JOHN
Name - exactly as printed on registration
M
Sex
1942231
Date of Birth
Month Day Year
94 LANCASTER CT
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
BALLSTON LAKE
City or Town
NY
State
12019-0000
Zip Code
LCZ8252
Plate Number
NY
State of Reg.
2024 HOND
Vehicle Year & Make
SUBN
Vehicle Type
220
Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PTL
2753
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector HILTZ, JENNA
Reviewing Officer
5/12/2026
15:54
Date/Time Reviewed
NICOLLE CHRISTIANSENPrint Name in
Full
1
2
3
4
5
6
7
3
26-009642
Local Codes
AMENDED REPORTNL4215LLBMJR
5 1 2026YearMonth
Accident Date
Day FRIDAY
Day of Week
13:55
Military Time
2Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage2
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
19
20
21
22
23
24
25
26
27
28
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
Reference Marker
Latitude/Northing SARATOGACounty City Village Town of
Road on which accident occurred
at 1) intersecting streetLongitude/Easting
W
S
E
N
to the curb. V1 had no damage as the tow hitch is what had made contact with V2. V2 had damage
to the driver side doors/ quarter panel area. No reported injuries at the time. V1 had a valid
VT drivers license but his privilege to operate a motor vehicle in NYS was suspended due to a
failure to pay a driver assessment. V1 had insurance through All State, policy number 925753640.
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Officer's Rank
and Signature PATROLMAN
3561
Badge/ID No.
04501
NCIC No.Precint/Post
Troop/Zone
Station/Beat
Sector STREIM,
ANDREW
Reviewing Officer
5/28/2026
07:53
Date/Time Reviewed
DAVID MORRISSEYPrint Name in
Full
-
1
-
2
1
3
1
4
1
5
1
6
1
7
2
SS-011047-26
Local Codes
AMENDED REPORTNL4220LN4N7B
5 18 2026
YearMonth
Accident Date
Day MONDAY
Day of Week
10:45
Military Time
1Vehicles
No. of
0
No. Injured
0
No. Killed Not Investigated at Scene Left Scene
NoYes
Police Photos
Accident Reconstructed
of PagesPage1
POLICE ACCIDENT REPORT
MV-104A (6/04)
New York State Department of Motor Vehicles
- - - - - - - - - - - - - - - -
1 1 4 1 32 M ---SUNDUEV, DENIS
VEHICLE DAMAGE CODING:
1-13 SEE DIAGRAM ON RIGHT.
14. UNDERCARRIAGE
15. TRAILER
16. OVERTURNED
17. DEMOLISHED
18. NO DAMAGE
19. OTHER
See the last page of the MV-104A for the
accident diagram.
Unknown/Unable to determine Yes No
Cost of repairs to any one vehicle will be more than $1000.
ACCIDENT DIAGRAM
9.
Circle the diagram below that describes the accident, or draw your own
diagram in space #9. Number the vehicles.
1VEHICLE VEHICLE BICYCLIST PEDESTRIAN OTHER PEDESTRIAN
8
19
20
20
21
22
5
23
24
1
25
26
2
27
12
28
15
29
30
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
1
1
VEHICLE DAMAGE CODES
2 1 2 2
1 3 3 4 4 5
TOW AWAYVehicle By:
TOW AWAYTowed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
more than 95 inches wide;
more than 34 feet long;
operated with an overweight permit;
operated with an overdimension permit.
VEHICLE DAMAGE CODES
1 2
3 4 5
Vehicle By:
Towed To:
V
E
H
I
C
L
E
Check if involved vehicle is:
Box 1 - Point of Impact
Box 2 - Most Damage
Enter up to three
more damage codes
milesfeet (Milepost, Nearest intersecting Route Number or Street Name)
(Route Number or Street Name)
(Route Number or Street Name)
1 7 0
Reference Marker
Latitude/Northing SARATOGACounty City Village Town SARATOGA SPRINGSof
ROUTE 9Road on which accident occurred
1 7 0 at 1) intersecting streetLongitude/Easting
1 7 0 .22
W
S
E
N E WEST RD
V1 was traveling South on State Route 9 when O1 began to fall asleep. V1 then began to swerve in
the two southbound lanes until O1 over corrected and went off the roadway. V1 caused damage to
the guardrail and the front of V1. No medical. PROPERTY DAMAGED BY VEHICLE #01- GUARDRAIL
STATE DOT , WITNESS #1 STEVE MAHONE , (518) 312-6375
Accident Description/Officer's notes
-
-
-
-
-
-
-
-
-
-
or 2)
Place Where Accident Occurred:Coordinates (if available)
of
577619349
VEHICLE - Driver
License ID Number
1
NY
State of Lic.
SUNDUEV, DENIS
Driver Name - exactly
as printed on license
7662 172ND ST
Address (Include Number and Street)Apt. No.
FRESH MEADOWSCity or Town NYState
113660000
Zip Code
8 1 1993
Day YearMonth
Date of Birth
M
Sex Unlicensed
01
No. of Occupants Public
Property
Damaged
NPNTECH;CORP,
Name - exactly as printed on registration
C
Sex Date of Birth
Month Day Year
96 ROLLING HILL GRN
Address (Include Number and Street)Apt. No.-Mat.Haz.
Code
Released
STATEN ISLAND
City or Town
NY
State
10312
Zip Code
79356NG
Plate Number
NY
State of Reg.
2012 FORD
Vehicle Year & Make
UTIL
Vehicle Type
766
Ins. Code
4220LN4NV0Ticket/Arrest
Number(s)
1120AViolation
Section(s)
-
-
-
-
VEHICLE - Driver
License ID Number
State of Lic.
Driver Name - exactly
as printed on license
Address (Include Number and Street)Apt. No.
City or Town State Zip Code
Day YearMonth
Date of Birth Sex Unlicensed No. of Occupants Public
Property
Damaged
Name - exactly as printed on registration Sex Date of Birth
Month Day Year
Address (Include Number and Street)Apt. No.Mat.Haz.
Code
Released
City or Town State Zip Code
Plate Number State of Reg.Vehicle Year & Make Vehicle Type Ins. Code
Ticket/Arrest
Number(s)
Violation
Section(s)
-
-
-
-
A
L
L
I
N
V
O
L
V
E
D
F
E
D
C
B
A
8 9 10 11 12 13 17 BY14 15 16
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/08/2026
2025 Existing Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 1
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 30 88 836 71 83 727
Future Volume (vph) 30 88 836 71 83 727
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 200
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1639 0 3429 0 1752 3505
Flt Permitted 0.987 0.170
Satd. Flow (perm) 1639 0 3429 0 314 3505
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 99 7
Link Speed (mph) 35 55 40
Link Distance (ft) 1221 1085 1199
Travel Time (s) 23.8 13.5 20.4
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Heavy Vehicles (%) 3% 3% 4% 4% 3% 3%
Shared Lane Traffic (%)
Lane Group Flow (vph) 133 0 1019 0 93 817
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot NA pm+pt NA
Protected Phases 3 6 5 1
Permitted Phases 1
Detector Phase 3 6 5 1
Switch Phase
Minimum Initial (s) 6.0 15.0 6.0 15.0
Minimum Split (s) 11.0 20.0 11.0 20.0
Total Split (s) 65.0 65.0 25.0 90.0
Total Split (%) 41.9% 41.9% 16.1% 58.1%
Maximum Green (s) 60.0 60.0 20.0 85.0
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 2.0 5.0 2.0 5.0
Recall Mode None Min None Min
Act Effct Green (s) 7.5 26.6 37.4 37.4
Actuated g/C Ratio 0.14 0.48 0.68 0.68
v/c Ratio 0.43 0.62 0.21 0.34
Control Delay (s/veh) 14.8 13.8 4.2 4.1
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/08/2026
2025 Existing Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 2
Lane Group WBL WBR NBT NBR SBL SBT
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 14.8 13.8 4.2 4.1
LOS B B A A
Approach Delay (s/veh) 14.8 13.8 4.1
Approach LOS B B A
Queue Length 50th (ft) 10 128 7 41
Queue Length 95th (ft) 59 234 22 81
Internal Link Dist (ft) 1141 1005 1119
Turn Bay Length (ft) 200
Base Capacity (vph) 1584 3307 752 3505
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.08 0.31 0.12 0.23
Intersection Summary
Area Type: Other
Cycle Length: 155
Actuated Cycle Length: 55.2
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.62
Intersection Signal Delay (s/veh): 9.6 Intersection LOS: A
Intersection Capacity Utilization 50.0% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: US Route 9 & Crescent Avenue
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/08/2026
2025 Existing Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 3
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 2 2 21 957 750 2
Future Volume (vph) 2 2 21 957 750 2
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 0 375 200
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1504 1346 1736 3471 3471 1553
Flt Permitted 0.950 0.335
Satd. Flow (perm) 1504 1346 612 3471 3471 1553
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 2
Link Speed (mph) 30 55 55
Link Distance (ft) 781 1752 2527
Travel Time (s) 17.8 21.7 31.3
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 20% 20% 4% 4% 4% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 2 2 23 1052 824 2
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Prot Perm pm+pt NA NA Perm
Protected Phases 7 2 5 1
Permitted Phases 7 5 1
Detector Phase 7 7 2 5 1 1
Switch Phase
Minimum Initial (s) 6.0 6.0 15.0 15.0 6.0 6.0
Minimum Split (s) 11.0 11.0 20.0 20.0 11.0 11.0
Total Split (s) 50.0 50.0 25.0 75.0 50.0 50.0
Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0%
Maximum Green (s) 45.0 45.0 20.0 70.0 45.0 45.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None Min None None
Act Effct Green (s) 7.0 7.0 26.2 27.3 18.0 18.0
Actuated g/C Ratio 0.24 0.24 0.91 0.94 0.62 0.62
v/c Ratio 0.01 0.01 0.02 0.32 0.38 0.00
Control Delay (s/veh) 16.0 13.5 1.4 1.2 6.0 6.0
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/08/2026
2025 Existing Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 16.0 13.5 1.4 1.2 6.0 6.0
LOS B B A A A A
Approach Delay (s/veh) 14.8 1.2 6.0
Approach LOS B A A
Queue Length 50th (ft) 0 0 0 0 2 0
Queue Length 95th (ft) 7 6 6 81 176 4
Internal Link Dist (ft) 701 1672 2447
Turn Bay Length (ft) 400 375 200
Base Capacity (vph) 1439 1288 1484 3471 3322 1486
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.00 0.00 0.02 0.30 0.25 0.00
Intersection Summary
Area Type: Other
Cycle Length: 125
Actuated Cycle Length: 28.9
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.38
Intersection Signal Delay (s/veh): 3.4 Intersection LOS: A
Intersection Capacity Utilization 39.8% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: US Route 9 & E West Road
Lanes, Volumes, Timings
11: US Route 9 & Tree House Entrance Only 06/08/2026
2025 Existing Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 0 942 2 0 763
Future Volume (vph) 0 0 942 2 0 763
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 0 0 3471 0 1827 3471
Flt Permitted
Satd. Flow (perm) 0 0 3471 0 1827 3471
Link Speed (mph) 30 55 55
Link Distance (ft) 406 653 330
Travel Time (s) 9.2 8.1 4.1
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 2% 2% 4% 4% 4% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1037 0 0 838
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.1% ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
13: US Route 9 & Tree House Exit Only 06/08/2026
2025 Existing Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 2 942 0 0 763
Future Volume (vph) 0 2 942 0 0 763
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Satd. Flow (prot) 1236 0 3471 0 0 3471
Flt Permitted
Satd. Flow (perm) 1236 0 3471 0 0 3471
Link Speed (mph) 30 55 55
Link Distance (ft) 399 330 1085
Travel Time (s) 9.1 4.1 13.5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 33% 33% 4% 4% 4% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 2 0 1035 0 0 838
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.1% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
13: US Route 9 & Tree House Exit Only 06/08/2026
2025 Existing Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 7
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 942 0 0 763
Future Vol, veh/h 0 2 942 0 0 763
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 33 33 4 4 4 4
Mvmt Flow 0 2 1035 0 0 838
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1454 518 0 - - -
Stage 1 1035 - - - - -
Stage 2 419 - - - - -
Critical Hdwy 7.46 7.56 - - - -
Critical Hdwy Stg 1 6.46 - - - - -
Critical Hdwy Stg 2 6.46 - - - - -
Follow-up Hdwy 3.83 3.63 - - - -
Pot Cap-1 Maneuver 91 429 - 0 0 -
Stage 1 242 - - 0 0 -
Stage 2 549 - - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 91 429 - - - -
Mov Cap-2 Maneuver 187 - - - - -
Stage 1 242 - - - - -
Stage 2 549 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 13.43 0 0
HCM LOS B
Minor Lane/Major Mvmt NBTWBLn1 SBT
Capacity (veh/h) - 429 -
HCM Lane V/C Ratio - 0.005 -
HCM Ctrl Dly (s/v) - 13.4 -
HCM Lane LOS - B -
HCM 95th %tile Q(veh) - 0 -
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/08/2026
2025 Existing Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 1
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 53 87 829 115 112 871
Future Volume (vph) 53 87 829 115 112 871
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 200
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1692 0 3499 0 1770 3539
Flt Permitted 0.982 0.158
Satd. Flow (perm) 1692 0 3499 0 294 3539
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 63 11
Link Speed (mph) 35 55 40
Link Distance (ft) 1221 1085 1199
Travel Time (s) 23.8 13.5 20.4
Confl. Peds. (#/hr) 4 4
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 1% 1% 1% 1% 2% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 146 0 984 0 117 907
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot NA pm+pt NA
Protected Phases 3 6 5 1
Permitted Phases 1
Detector Phase 3 6 5 1
Switch Phase
Minimum Initial (s) 6.0 15.0 6.0 15.0
Minimum Split (s) 11.0 20.0 11.0 20.0
Total Split (s) 65.0 65.0 25.0 90.0
Total Split (%) 41.9% 41.9% 16.1% 58.1%
Maximum Green (s) 60.0 60.0 20.0 85.0
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 2.0 5.0 2.0 5.0
Recall Mode None Min None Min
Act Effct Green (s) 9.1 24.3 38.9 38.9
Actuated g/C Ratio 0.16 0.42 0.67 0.67
v/c Ratio 0.46 0.67 0.27 0.38
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/08/2026
2025 Existing Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 2
Lane Group WBL WBR NBT NBR SBL SBT
Control Delay (s/veh) 20.8 16.7 5.3 5.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 20.8 16.7 5.3 5.0
LOS C B A A
Approach Delay (s/veh) 20.8 16.7 5.0
Approach LOS C B A
Queue Length 50th (ft) 26 133 11 57
Queue Length 95th (ft) 87 248 32 111
Internal Link Dist (ft) 1141 1005 1119
Turn Bay Length (ft) 200
Base Capacity (vph) 1595 3291 722 3539
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.09 0.30 0.16 0.26
Intersection Summary
Area Type: Other
Cycle Length: 155
Actuated Cycle Length: 58.4
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay (s/veh): 11.4 Intersection LOS: B
Intersection Capacity Utilization 53.6% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: US Route 9 & Crescent Avenue
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/08/2026
2025 Existing Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 3
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 9 25 7 952 1015 4
Future Volume (vph) 9 25 7 952 1015 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 0 375 200
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1787 1599 1787 3574 3574 1599
Flt Permitted 0.950 0.220
Satd. Flow (perm) 1787 1599 414 3574 3574 1599
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 27 3
Link Speed (mph) 30 55 55
Link Distance (ft) 781 1752 2527
Travel Time (s) 17.8 21.7 31.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 10 27 8 1035 1103 4
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Prot Perm pm+pt NA NA Perm
Protected Phases 7 2 5 1
Permitted Phases 7 5 1
Detector Phase 7 7 2 5 1 1
Switch Phase
Minimum Initial (s) 6.0 6.0 15.0 15.0 6.0 6.0
Minimum Split (s) 11.0 11.0 20.0 20.0 11.0 11.0
Total Split (s) 50.0 50.0 25.0 75.0 50.0 50.0
Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0%
Maximum Green (s) 45.0 45.0 20.0 70.0 45.0 45.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None Min None None
Act Effct Green (s) 7.3 7.3 28.4 27.4 19.9 19.9
Actuated g/C Ratio 0.23 0.23 0.88 0.85 0.62 0.62
v/c Ratio 0.02 0.07 0.01 0.34 0.50 0.00
Control Delay (s/veh) 19.0 10.9 1.3 2.5 7.2 6.0
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/08/2026
2025 Existing Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 19.0 10.9 1.3 2.5 7.2 6.0
LOS B B A A A A
Approach Delay (s/veh) 13.1 2.5 7.2
Approach LOS B A A
Queue Length 50th (ft) 1 0 0 0 0 0
Queue Length 95th (ft) 17 21 3 74 242 5
Internal Link Dist (ft) 701 1672 2447
Turn Bay Length (ft) 400 375 200
Base Capacity (vph) 1677 1502 1428 3574 3353 1500
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.01 0.02 0.01 0.29 0.33 0.00
Intersection Summary
Area Type: Other
Cycle Length: 125
Actuated Cycle Length: 32.1
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.50
Intersection Signal Delay (s/veh): 5.0 Intersection LOS: A
Intersection Capacity Utilization 41.4% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: US Route 9 & E West Road
Lanes, Volumes, Timings
11: US Route 9 & Tree House Entrance Only 06/08/2026
2025 Existing Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 0 981 68 23 1017
Future Volume (vph) 0 0 981 68 23 1017
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 0 0 3504 0 1770 3539
Flt Permitted 0.950
Satd. Flow (perm) 0 0 3504 0 1770 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 319 653 330
Travel Time (s) 7.3 8.1 4.1
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1140 0 25 1105
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.3% ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
13: US Route 9 & Tree House Exit Only 06/08/2026
2025 Existing Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 11 12 981 0 0 1029
Future Volume (vph) 11 12 981 0 0 1029
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Satd. Flow (prot) 1693 0 3539 0 0 3539
Flt Permitted 0.977
Satd. Flow (perm) 1693 0 3539 0 0 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 336 330 1085
Travel Time (s) 7.6 4.1 13.5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 25 0 1066 0 0 1118
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.3% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
13: US Route 9 & Tree House Exit Only 06/08/2026
2025 Existing Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 7
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 11 12 981 0 0 1029
Future Vol, veh/h 11 12 981 0 0 1029
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 12 13 1066 0 0 1118
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1626 533 0 - - -
Stage 1 1066 - - - - -
Stage 2 559 - - - - -
Critical Hdwy 6.84 6.94 - - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - - -
Pot Cap-1 Maneuver 93 491 - 0 0 -
Stage 1 292 - - 0 0 -
Stage 2 536 - - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 93 491 - - - -
Mov Cap-2 Maneuver 210 - - - - -
Stage 1 292 - - - - -
Stage 2 536 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 18.1 0 0
HCM LOS C
Minor Lane/Major Mvmt NBTWBLn1 SBT
Capacity (veh/h) - 300 -
HCM Lane V/C Ratio - 0.083 -
HCM Ctrl Dly (s/v) - 18.1 -
HCM Lane LOS - C -
HCM 95th %tile Q(veh) - 0.3 -
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/08/2026
2025 Existing Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 1
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 51 101 687 146 127 584
Future Volume (vph) 51 101 687 146 127 584
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 200
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1684 0 3462 0 1787 3574
Flt Permitted 0.984 0.181
Satd. Flow (perm) 1684 0 3462 0 340 3574
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 75 19
Link Speed (mph) 35 55 40
Link Distance (ft) 1221 1085 1199
Travel Time (s) 23.8 13.5 20.4
Confl. Peds. (#/hr) 9 9
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 161 0 886 0 135 621
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot NA pm+pt NA
Protected Phases 3 6 5 1
Permitted Phases 1
Detector Phase 3 6 5 1
Switch Phase
Minimum Initial (s) 6.0 15.0 6.0 15.0
Minimum Split (s) 11.0 20.0 11.0 20.0
Total Split (s) 65.0 65.0 25.0 90.0
Total Split (%) 41.9% 41.9% 16.1% 58.1%
Maximum Green (s) 60.0 60.0 20.0 85.0
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 2.0 5.0 2.0 5.0
Recall Mode None Min None Min
Act Effct Green (s) 9.1 22.2 37.4 37.4
Actuated g/C Ratio 0.16 0.39 0.66 0.66
v/c Ratio 0.49 0.65 0.28 0.26
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/08/2026
2025 Existing Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 2
Lane Group WBL WBR NBT NBR SBL SBT
Control Delay (s/veh) 19.7 16.9 5.4 4.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 19.7 16.9 5.4 4.4
LOS B B A A
Approach Delay (s/veh) 19.7 16.9 4.6
Approach LOS B B A
Queue Length 50th (ft) 25 116 13 35
Queue Length 95th (ft) 89 225 36 71
Internal Link Dist (ft) 1141 1005 1119
Turn Bay Length (ft) 200
Base Capacity (vph) 1603 3288 753 3574
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.10 0.27 0.18 0.17
Intersection Summary
Area Type: Other
Cycle Length: 155
Actuated Cycle Length: 56.9
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.65
Intersection Signal Delay (s/veh): 12.0 Intersection LOS: B
Intersection Capacity Utilization 52.4% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: US Route 9 & Crescent Avenue
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/08/2026
2025 Existing Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 3
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 33 29 29 871 644 11
Future Volume (vph) 33 29 29 871 644 11
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 0 375 200
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1787 1599 1787 3574 3539 1583
Flt Permitted 0.950 0.397
Satd. Flow (perm) 1787 1599 747 3574 3539 1583
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 30 11
Link Speed (mph) 30 55 55
Link Distance (ft) 781 1752 2527
Travel Time (s) 17.8 21.7 31.3
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 1% 1% 1% 1% 2% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 34 30 30 907 671 11
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Prot Perm pm+pt NA NA Perm
Protected Phases 7 2 5 1
Permitted Phases 7 5 1
Detector Phase 7 7 2 5 1 1
Switch Phase
Minimum Initial (s) 6.0 6.0 15.0 15.0 6.0 6.0
Minimum Split (s) 11.0 11.0 20.0 20.0 11.0 11.0
Total Split (s) 50.0 50.0 25.0 75.0 50.0 50.0
Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0%
Maximum Green (s) 45.0 45.0 20.0 70.0 45.0 45.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None Min None None
Act Effct Green (s) 6.6 6.6 28.7 23.7 16.9 16.9
Actuated g/C Ratio 0.20 0.20 0.89 0.74 0.52 0.52
v/c Ratio 0.09 0.09 0.02 0.35 0.36 0.01
Control Delay (s/veh) 16.5 9.2 1.5 3.8 8.0 6.0
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/08/2026
2025 Existing Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 16.5 9.2 1.5 3.8 8.0 6.0
LOS B A A A A A
Approach Delay (s/veh) 13.1 3.8 7.9
Approach LOS B A A
Queue Length 50th (ft) 5 0 1 44 31 0
Queue Length 95th (ft) 32 19 7 65 138 9
Internal Link Dist (ft) 701 1672 2447
Turn Bay Length (ft) 400 375 200
Base Capacity (vph) 1730 1549 1392 3574 3425 1532
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.02 0.02 0.02 0.25 0.20 0.01
Intersection Summary
Area Type: Other
Cycle Length: 125
Actuated Cycle Length: 32.2
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.36
Intersection Signal Delay (s/veh): 5.8 Intersection LOS: A
Intersection Capacity Utilization 37.4% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: US Route 9 & E West Road
Lanes, Volumes, Timings
11: US Route 9 & Tree House Entrance Only 06/08/2026
2025 Existing Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 0 918 68 64 662
Future Volume (vph) 0 0 918 68 64 662
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 0 0 3504 0 1770 3539
Flt Permitted 0.950
Satd. Flow (perm) 0 0 3504 0 1770 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 316 653 330
Travel Time (s) 7.2 8.1 4.1
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1060 0 69 712
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.8% ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
13: US Route 9 & Tree House Exit Only 06/08/2026
2025 Existing Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 16 24 918 0 0 731
Future Volume (vph) 16 24 918 0 0 731
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Satd. Flow (prot) 1678 0 3539 0 0 3539
Flt Permitted 0.981
Satd. Flow (perm) 1678 0 3539 0 0 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 315 330 1085
Travel Time (s) 7.2 4.1 13.5
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Shared Lane Traffic (%)
Lane Group Flow (vph) 43 0 977 0 0 778
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.8% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
13: US Route 9 & Tree House Exit Only 06/08/2026
2025 Existing Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 7
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 16 24 918 0 0 731
Future Vol, veh/h 16 24 918 0 0 731
Conflicting Peds, #/hr 0 0 0 1 1 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 17 26 977 0 0 778
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1365 488 0 - - -
Stage 1 977 - - - - -
Stage 2 389 - - - - -
Critical Hdwy 6.84 6.94 - - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - - -
Pot Cap-1 Maneuver 138 525 - 0 0 -
Stage 1 326 - - 0 0 -
Stage 2 654 - - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 138 525 - - - -
Mov Cap-2 Maneuver 252 - - - - -
Stage 1 326 - - - - -
Stage 2 654 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 16.12 0 0
HCM LOS C
Minor Lane/Major Mvmt NBTWBLn1 SBT
Capacity (veh/h) - 366 -
HCM Lane V/C Ratio - 0.116 -
HCM Ctrl Dly (s/v) - 16.1 -
HCM Lane LOS - C -
HCM 95th %tile Q(veh) - 0.4 -
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Background Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 1
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 31 91 861 73 85 749
Future Volume (vph) 31 91 861 73 85 749
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 200
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1637 0 3429 0 1752 3505
Flt Permitted 0.987 0.162
Satd. Flow (perm) 1637 0 3429 0 299 3505
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 102 7
Link Speed (mph) 35 55 40
Link Distance (ft) 1221 1085 1199
Travel Time (s) 23.8 13.5 20.4
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Heavy Vehicles (%) 3% 3% 4% 4% 3% 3%
Shared Lane Traffic (%)
Lane Group Flow (vph) 137 0 1049 0 96 842
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot NA pm+pt NA
Protected Phases 3 6 5 1
Permitted Phases 1
Detector Phase 3 6 5 1
Switch Phase
Minimum Initial (s) 6.0 15.0 6.0 15.0
Minimum Split (s) 11.0 20.0 11.0 20.0
Total Split (s) 65.0 65.0 25.0 90.0
Total Split (%) 41.9% 41.9% 16.1% 58.1%
Maximum Green (s) 60.0 60.0 20.0 85.0
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 2.0 5.0 2.0 5.0
Recall Mode None Min None Min
Act Effct Green (s) 7.6 27.5 38.4 38.4
Actuated g/C Ratio 0.13 0.49 0.68 0.68
v/c Ratio 0.44 0.63 0.22 0.35
Control Delay (s/veh) 15.2 14.0 4.2 4.1
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Background Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 2
Lane Group WBL WBR NBT NBR SBL SBT
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 15.2 14.0 4.2 4.1
LOS B B A A
Approach Delay (s/veh) 15.2 14.0 4.1
Approach LOS B B A
Queue Length 50th (ft) 11 135 8 43
Queue Length 95th (ft) 62 245 23 85
Internal Link Dist (ft) 1141 1005 1119
Turn Bay Length (ft) 200
Base Capacity (vph) 1566 3272 741 3505
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.09 0.32 0.13 0.24
Intersection Summary
Area Type: Other
Cycle Length: 155
Actuated Cycle Length: 56.4
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.63
Intersection Signal Delay (s/veh): 9.7 Intersection LOS: A
Intersection Capacity Utilization 50.9% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: US Route 9 & Crescent Avenue
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Background Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 3
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 2 2 22 986 773 2
Future Volume (vph) 2 2 22 986 773 2
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 0 375 200
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1504 1346 1736 3471 3471 1553
Flt Permitted 0.950 0.324
Satd. Flow (perm) 1504 1346 592 3471 3471 1553
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 2
Link Speed (mph) 30 55 55
Link Distance (ft) 781 1752 2527
Travel Time (s) 17.8 21.7 31.3
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 20% 20% 4% 4% 4% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 2 2 24 1084 849 2
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Prot Perm pm+pt NA NA Perm
Protected Phases 7 2 5 1
Permitted Phases 7 5 1
Detector Phase 7 7 2 5 1 1
Switch Phase
Minimum Initial (s) 6.0 6.0 15.0 15.0 6.0 6.0
Minimum Split (s) 11.0 11.0 20.0 20.0 11.0 11.0
Total Split (s) 50.0 50.0 25.0 75.0 50.0 50.0
Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0%
Maximum Green (s) 45.0 45.0 20.0 70.0 45.0 45.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None Min None None
Act Effct Green (s) 7.0 7.0 25.7 27.5 18.3 18.3
Actuated g/C Ratio 0.24 0.24 0.88 0.95 0.63 0.63
v/c Ratio 0.01 0.01 0.02 0.33 0.39 0.00
Control Delay (s/veh) 16.0 13.5 1.5 1.3 6.0 6.0
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Background Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 16.0 13.5 1.5 1.3 6.0 6.0
LOS B B A A A A
Approach Delay (s/veh) 14.8 1.3 6.0
Approach LOS B A A
Queue Length 50th (ft) 0 0 0 0 2 0
Queue Length 95th (ft) 7 6 6 84 183 4
Internal Link Dist (ft) 701 1672 2447
Turn Bay Length (ft) 400 375 200
Base Capacity (vph) 1437 1286 1469 3471 3316 1484
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.00 0.00 0.02 0.31 0.26 0.00
Intersection Summary
Area Type: Other
Cycle Length: 125
Actuated Cycle Length: 29.1
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.39
Intersection Signal Delay (s/veh): 3.4 Intersection LOS: A
Intersection Capacity Utilization 40.6% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: US Route 9 & E West Road
Lanes, Volumes, Timings
11: US Route 9 & Tree House Entrance Only 06/09/2026
2028 Background Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 0 970 2 0 786
Future Volume (vph) 0 0 970 2 0 786
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 0 0 3471 0 1827 3471
Flt Permitted
Satd. Flow (perm) 0 0 3471 0 1827 3471
Link Speed (mph) 30 55 55
Link Distance (ft) 406 653 330
Travel Time (s) 9.2 8.1 4.1
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 2% 2% 4% 4% 4% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1068 0 0 864
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.9% ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Background Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 2 970 0 0 786
Future Volume (vph) 0 2 970 0 0 786
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Satd. Flow (prot) 1236 0 3471 0 0 3471
Flt Permitted
Satd. Flow (perm) 1236 0 3471 0 0 3471
Link Speed (mph) 30 55 55
Link Distance (ft) 399 330 1085
Travel Time (s) 9.1 4.1 13.5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 33% 33% 4% 4% 4% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 2 0 1066 0 0 864
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.9% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Background Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 7
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 970 0 0 786
Future Vol, veh/h 0 2 970 0 0 786
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 33 33 4 4 4 4
Mvmt Flow 0 2 1066 0 0 864
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1498 533 0 - - -
Stage 1 1066 - - - - -
Stage 2 432 - - - - -
Critical Hdwy 7.46 7.56 - - - -
Critical Hdwy Stg 1 6.46 - - - - -
Critical Hdwy Stg 2 6.46 - - - - -
Follow-up Hdwy 3.83 3.63 - - - -
Pot Cap-1 Maneuver 84 419 - 0 0 -
Stage 1 232 - - 0 0 -
Stage 2 540 - - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 84 419 - - - -
Mov Cap-2 Maneuver 179 - - - - -
Stage 1 232 - - - - -
Stage 2 540 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 13.65 0 0
HCM LOS B
Minor Lane/Major Mvmt NBTWBLn1 SBT
Capacity (veh/h) - 419 -
HCM Lane V/C Ratio - 0.005 -
HCM Ctrl Dly (s/v) - 13.6 -
HCM Lane LOS - B -
HCM 95th %tile Q(veh) - 0 -
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Background Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 1
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 55 90 854 118 115 897
Future Volume (vph) 55 90 854 118 115 897
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 200
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1690 0 3499 0 1770 3539
Flt Permitted 0.981 0.151
Satd. Flow (perm) 1690 0 3499 0 281 3539
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 62 11
Link Speed (mph) 35 55 40
Link Distance (ft) 1221 1085 1199
Travel Time (s) 23.8 13.5 20.4
Confl. Peds. (#/hr) 4 4
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 1% 1% 1% 1% 2% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 151 0 1013 0 120 934
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot NA pm+pt NA
Protected Phases 3 6 5 1
Permitted Phases 1
Detector Phase 3 6 5 1
Switch Phase
Minimum Initial (s) 6.0 15.0 6.0 15.0
Minimum Split (s) 11.0 20.0 11.0 20.0
Total Split (s) 65.0 65.0 25.0 90.0
Total Split (%) 41.9% 41.9% 16.1% 58.1%
Maximum Green (s) 60.0 60.0 20.0 85.0
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 2.0 5.0 2.0 5.0
Recall Mode None Min None Min
Act Effct Green (s) 9.4 25.6 40.4 40.4
Actuated g/C Ratio 0.16 0.43 0.67 0.67
v/c Ratio 0.48 0.68 0.28 0.39
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Background Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 2
Lane Group WBL WBR NBT NBR SBL SBT
Control Delay (s/veh) 21.7 17.0 5.5 5.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 21.7 17.0 5.5 5.1
LOS C B A A
Approach Delay (s/veh) 21.7 17.0 5.1
Approach LOS C B A
Queue Length 50th (ft) 28 142 12 61
Queue Length 95th (ft) 92 262 33 118
Internal Link Dist (ft) 1141 1005 1119
Turn Bay Length (ft) 200
Base Capacity (vph) 1577 3258 702 3539
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.10 0.31 0.17 0.26
Intersection Summary
Area Type: Other
Cycle Length: 155
Actuated Cycle Length: 60.2
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.68
Intersection Signal Delay (s/veh): 11.7 Intersection LOS: B
Intersection Capacity Utilization 54.9% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: US Route 9 & Crescent Avenue
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Background Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 3
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 9 26 7 981 1045 4
Future Volume (vph) 9 26 7 981 1045 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 0 375 200
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1787 1599 1787 3574 3574 1599
Flt Permitted 0.950 0.210
Satd. Flow (perm) 1787 1599 395 3574 3574 1599
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 28 3
Link Speed (mph) 30 55 55
Link Distance (ft) 781 1752 2527
Travel Time (s) 17.8 21.7 31.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 10 28 8 1066 1136 4
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Prot Perm pm+pt NA NA Perm
Protected Phases 7 2 5 1
Permitted Phases 7 5 1
Detector Phase 7 7 2 5 1 1
Switch Phase
Minimum Initial (s) 6.0 6.0 15.0 15.0 6.0 6.0
Minimum Split (s) 11.0 11.0 20.0 20.0 11.0 11.0
Total Split (s) 50.0 50.0 25.0 75.0 50.0 50.0
Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0%
Maximum Green (s) 45.0 45.0 20.0 70.0 45.0 45.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None Min None None
Act Effct Green (s) 7.3 7.3 28.9 28.0 20.4 20.4
Actuated g/C Ratio 0.22 0.22 0.88 0.86 0.62 0.62
v/c Ratio 0.03 0.07 0.01 0.35 0.51 0.00
Control Delay (s/veh) 19.4 10.9 1.3 2.5 7.1 6.0
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Background Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 19.4 10.9 1.3 2.5 7.1 6.0
LOS B B A A A A
Approach Delay (s/veh) 13.1 2.5 7.1
Approach LOS B A A
Queue Length 50th (ft) 1 0 0 0 0 0
Queue Length 95th (ft) 17 22 3 76 252 5
Internal Link Dist (ft) 701 1672 2447
Turn Bay Length (ft) 400 375 200
Base Capacity (vph) 1673 1499 1397 3574 3346 1497
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.01 0.02 0.01 0.30 0.34 0.00
Intersection Summary
Area Type: Other
Cycle Length: 125
Actuated Cycle Length: 32.7
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.51
Intersection Signal Delay (s/veh): 5.0 Intersection LOS: A
Intersection Capacity Utilization 42.2% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: US Route 9 & E West Road
Lanes, Volumes, Timings
11: US Route 9 & Tree House Entrance Only 06/09/2026
2028 Background Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 0 1010 34 27 1048
Future Volume (vph) 0 0 1010 34 27 1048
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 0 0 3522 0 1770 3539
Flt Permitted 0.950
Satd. Flow (perm) 0 0 3522 0 1770 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 319 653 330
Travel Time (s) 7.3 8.1 4.1
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1135 0 29 1139
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.3% ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Background Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 11 12 1010 0 0 1060
Future Volume (vph) 11 12 1010 0 0 1060
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Satd. Flow (prot) 1693 0 3539 0 0 3539
Flt Permitted 0.977
Satd. Flow (perm) 1693 0 3539 0 0 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 336 330 1085
Travel Time (s) 7.6 4.1 13.5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 25 0 1098 0 0 1152
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.3% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Background Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 7
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 11 12 1010 0 0 1060
Future Vol, veh/h 11 12 1010 0 0 1060
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 12 13 1098 0 0 1152
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1674 549 0 - - -
Stage 1 1098 - - - - -
Stage 2 576 - - - - -
Critical Hdwy 6.84 6.94 - - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - - -
Pot Cap-1 Maneuver 86 480 - 0 0 -
Stage 1 281 - - 0 0 -
Stage 2 525 - - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 86 480 - - - -
Mov Cap-2 Maneuver 202 - - - - -
Stage 1 281 - - - - -
Stage 2 525 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 18.62 0 0
HCM LOS C
Minor Lane/Major Mvmt NBTWBLn1 SBT
Capacity (veh/h) - 289 -
HCM Lane V/C Ratio - 0.086 -
HCM Ctrl Dly (s/v) - 18.6 -
HCM Lane LOS - C -
HCM 95th %tile Q(veh) - 0.3 -
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Background Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 1
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 53 104 708 150 131 602
Future Volume (vph) 53 104 708 150 131 602
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 200
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1684 0 3462 0 1787 3574
Flt Permitted 0.984 0.172
Satd. Flow (perm) 1684 0 3462 0 323 3574
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 75 19
Link Speed (mph) 35 55 40
Link Distance (ft) 1221 1085 1199
Travel Time (s) 23.8 13.5 20.4
Confl. Peds. (#/hr) 9 9
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 167 0 913 0 139 640
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot NA pm+pt NA
Protected Phases 3 6 5 1
Permitted Phases 1
Detector Phase 3 6 5 1
Switch Phase
Minimum Initial (s) 6.0 15.0 6.0 15.0
Minimum Split (s) 11.0 20.0 11.0 20.0
Total Split (s) 65.0 65.0 25.0 90.0
Total Split (%) 41.9% 41.9% 16.1% 58.1%
Maximum Green (s) 60.0 60.0 20.0 85.0
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 2.0 5.0 2.0 5.0
Recall Mode None Min None Min
Act Effct Green (s) 9.4 23.0 38.5 38.5
Actuated g/C Ratio 0.16 0.39 0.66 0.66
v/c Ratio 0.50 0.66 0.30 0.27
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Background Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 2
Lane Group WBL WBR NBT NBR SBL SBT
Control Delay (s/veh) 20.5 17.5 5.5 4.5
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 20.5 17.5 5.5 4.5
LOS C B A A
Approach Delay (s/veh) 20.5 17.5 4.7
Approach LOS C B A
Queue Length 50th (ft) 28 124 14 37
Queue Length 95th (ft) 95 241 38 75
Internal Link Dist (ft) 1141 1005 1119
Turn Bay Length (ft) 200
Base Capacity (vph) 1585 3251 736 3574
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.11 0.28 0.19 0.18
Intersection Summary
Area Type: Other
Cycle Length: 155
Actuated Cycle Length: 58.4
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.66
Intersection Signal Delay (s/veh): 12.4 Intersection LOS: B
Intersection Capacity Utilization 53.6% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: US Route 9 & Crescent Avenue
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Background Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 3
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 34 30 30 897 663 11
Future Volume (vph) 34 30 30 897 663 11
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 0 375 200
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1787 1599 1787 3574 3539 1583
Flt Permitted 0.950 0.388
Satd. Flow (perm) 1787 1599 730 3574 3539 1583
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 31 11
Link Speed (mph) 30 55 55
Link Distance (ft) 781 1752 2527
Travel Time (s) 17.8 21.7 31.3
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 1% 1% 1% 1% 2% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 35 31 31 934 691 11
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Prot Perm pm+pt NA NA Perm
Protected Phases 7 2 5 1
Permitted Phases 7 5 1
Detector Phase 7 7 2 5 1 1
Switch Phase
Minimum Initial (s) 6.0 6.0 15.0 15.0 6.0 6.0
Minimum Split (s) 11.0 11.0 20.0 20.0 11.0 11.0
Total Split (s) 50.0 50.0 25.0 75.0 50.0 50.0
Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0%
Maximum Green (s) 45.0 45.0 20.0 70.0 45.0 45.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None Min None None
Act Effct Green (s) 6.7 6.7 28.6 23.7 17.0 17.0
Actuated g/C Ratio 0.21 0.21 0.89 0.73 0.53 0.53
v/c Ratio 0.10 0.09 0.03 0.36 0.37 0.01
Control Delay (s/veh) 16.6 9.1 1.5 3.9 8.0 5.9
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Background Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 16.6 9.1 1.5 3.9 8.0 5.9
LOS B A A A A A
Approach Delay (s/veh) 13.1 3.8 7.9
Approach LOS B A A
Queue Length 50th (ft) 5 0 1 46 32 0
Queue Length 95th (ft) 32 20 7 67 143 9
Internal Link Dist (ft) 701 1672 2447
Turn Bay Length (ft) 400 375 200
Base Capacity (vph) 1727 1546 1386 3574 3420 1530
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.02 0.02 0.02 0.26 0.20 0.01
Intersection Summary
Area Type: Other
Cycle Length: 125
Actuated Cycle Length: 32.3
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.37
Intersection Signal Delay (s/veh): 5.8 Intersection LOS: A
Intersection Capacity Utilization 38.3% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: US Route 9 & E West Road
Lanes, Volumes, Timings
11: US Route 9 & Tree House Entrance Only 06/09/2026
2028 Background Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 0 946 70 66 682
Future Volume (vph) 0 0 946 70 66 682
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 0 0 3504 0 1770 3539
Flt Permitted 0.950
Satd. Flow (perm) 0 0 3504 0 1770 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 316 653 330
Travel Time (s) 7.2 8.1 4.1
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1092 0 71 733
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.7% ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Background Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 16 25 946 0 0 753
Future Volume (vph) 16 25 946 0 0 753
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Satd. Flow (prot) 1676 0 3539 0 0 3539
Flt Permitted 0.981
Satd. Flow (perm) 1676 0 3539 0 0 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 315 330 1085
Travel Time (s) 7.2 4.1 13.5
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Shared Lane Traffic (%)
Lane Group Flow (vph) 44 0 1006 0 0 801
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.7% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Background Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 7
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 16 25 946 0 0 753
Future Vol, veh/h 16 25 946 0 0 753
Conflicting Peds, #/hr 0 0 0 1 1 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 17 27 1006 0 0 801
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1407 503 0 - - -
Stage 1 1006 - - - - -
Stage 2 401 - - - - -
Critical Hdwy 6.84 6.94 - - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - - -
Pot Cap-1 Maneuver 130 514 - 0 0 -
Stage 1 314 - - 0 0 -
Stage 2 645 - - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 130 514 - - - -
Mov Cap-2 Maneuver 242 - - - - -
Stage 1 314 - - - - -
Stage 2 645 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 16.46 0 0
HCM LOS C
Minor Lane/Major Mvmt NBTWBLn1 SBT
Capacity (veh/h) - 358 -
HCM Lane V/C Ratio - 0.122 -
HCM Ctrl Dly (s/v) - 16.5 -
HCM Lane LOS - C -
HCM 95th %tile Q(veh) - 0.4 -
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 1
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 36 91 891 80 85 771
Future Volume (vph) 36 91 891 80 85 771
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 200
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1642 0 3429 0 1752 3505
Flt Permitted 0.986 0.152
Satd. Flow (perm) 1642 0 3429 0 280 3505
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 97 7
Link Speed (mph) 35 55 40
Link Distance (ft) 1221 1085 1199
Travel Time (s) 23.8 13.5 20.4
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89
Heavy Vehicles (%) 3% 3% 4% 4% 3% 3%
Shared Lane Traffic (%)
Lane Group Flow (vph) 142 0 1091 0 96 866
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot NA pm+pt NA
Protected Phases 3 6 5 1
Permitted Phases 1
Detector Phase 3 6 5 1
Switch Phase
Minimum Initial (s) 6.0 15.0 6.0 15.0
Minimum Split (s) 11.0 20.0 11.0 20.0
Total Split (s) 65.0 65.0 25.0 90.0
Total Split (%) 41.9% 41.9% 16.1% 58.1%
Maximum Green (s) 60.0 60.0 20.0 85.0
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 2.0 5.0 2.0 5.0
Recall Mode None Min None Min
Act Effct Green (s) 8.0 28.6 39.5 39.5
Actuated g/C Ratio 0.14 0.49 0.68 0.68
v/c Ratio 0.46 0.64 0.23 0.36
Control Delay (s/veh) 16.7 14.3 4.4 4.3
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 2
Lane Group WBL WBR NBT NBR SBL SBT
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 16.7 14.3 4.4 4.3
LOS B B A A
Approach Delay (s/veh) 16.7 14.3 4.3
Approach LOS B B A
Queue Length 50th (ft) 15 148 8 47
Queue Length 95th (ft) 69 262 23 92
Internal Link Dist (ft) 1141 1005 1119
Turn Bay Length (ft) 200
Base Capacity (vph) 1548 3222 723 3505
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.09 0.34 0.13 0.25
Intersection Summary
Area Type: Other
Cycle Length: 155
Actuated Cycle Length: 58
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.64
Intersection Signal Delay (s/veh): 10.1 Intersection LOS: B
Intersection Capacity Utilization 52.3% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 1: US Route 9 & Crescent Avenue
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 3
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 2 2 22 1013 810 2
Future Volume (vph) 2 2 22 1013 810 2
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 0 375 200
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1504 1346 1736 3471 3471 1553
Flt Permitted 0.950 0.306
Satd. Flow (perm) 1504 1346 559 3471 3471 1553
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 2 2
Link Speed (mph) 30 55 55
Link Distance (ft) 781 1752 2527
Travel Time (s) 17.8 21.7 31.3
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 20% 20% 4% 4% 4% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 2 2 24 1113 890 2
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Prot Perm pm+pt NA NA Perm
Protected Phases 7 2 5 1
Permitted Phases 7 5 1
Detector Phase 7 7 2 5 1 1
Switch Phase
Minimum Initial (s) 6.0 6.0 15.0 15.0 6.0 6.0
Minimum Split (s) 11.0 11.0 20.0 20.0 11.0 11.0
Total Split (s) 50.0 50.0 25.0 75.0 50.0 50.0
Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0%
Maximum Green (s) 45.0 45.0 20.0 70.0 45.0 45.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None Min None None
Act Effct Green (s) 7.0 7.0 26.1 27.8 18.6 18.6
Actuated g/C Ratio 0.24 0.24 0.89 0.95 0.63 0.63
v/c Ratio 0.01 0.01 0.02 0.34 0.41 0.00
Control Delay (s/veh) 16.5 14.0 1.4 1.3 6.1 6.0
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 16.5 14.0 1.4 1.3 6.1 6.0
LOS B B A A A A
Approach Delay (s/veh) 15.3 1.3 6.1
Approach LOS B A A
Queue Length 50th (ft) 0 0 1 0 2 0
Queue Length 95th (ft) 7 6 6 87 193 4
Internal Link Dist (ft) 701 1672 2447
Turn Bay Length (ft) 400 375 200
Base Capacity (vph) 1433 1282 1451 3471 3306 1479
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.00 0.00 0.02 0.32 0.27 0.00
Intersection Summary
Area Type: Other
Cycle Length: 125
Actuated Cycle Length: 29.4
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.41
Intersection Signal Delay (s/veh): 3.4 Intersection LOS: A
Intersection Capacity Utilization 41.3% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: US Route 9 & E West Road
Lanes, Volumes, Timings
11: US Route 9 & Tree House Entrance Only 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 0 1007 2 0 813
Future Volume (vph) 0 0 1007 2 0 813
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 0 0 3471 0 1827 3471
Flt Permitted
Satd. Flow (perm) 0 0 3471 0 1827 3471
Link Speed (mph) 30 55 55
Link Distance (ft) 406 653 330
Travel Time (s) 9.2 8.1 4.1
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 2% 2% 4% 4% 4% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1109 0 0 893
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.9% ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 2 1007 0 0 813
Future Volume (vph) 0 2 1007 0 0 813
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Satd. Flow (prot) 1236 0 3471 0 0 3471
Flt Permitted
Satd. Flow (perm) 1236 0 3471 0 0 3471
Link Speed (mph) 30 55 55
Link Distance (ft) 399 330 1085
Travel Time (s) 9.1 4.1 13.5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 33% 33% 4% 4% 4% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 2 0 1107 0 0 893
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.9% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 7
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 1007 0 0 813
Future Vol, veh/h 0 2 1007 0 0 813
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 33 33 4 4 4 4
Mvmt Flow 0 2 1107 0 0 893
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1553 553 0 - - -
Stage 1 1107 - - - - -
Stage 2 447 - - - - -
Critical Hdwy 7.46 7.56 - - - -
Critical Hdwy Stg 1 6.46 - - - - -
Critical Hdwy Stg 2 6.46 - - - - -
Follow-up Hdwy 3.83 3.63 - - - -
Pot Cap-1 Maneuver 77 405 - 0 0 -
Stage 1 220 - - 0 0 -
Stage 2 530 - - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 77 405 - - - -
Mov Cap-2 Maneuver 169 - - - - -
Stage 1 220 - - - - -
Stage 2 530 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 13.94 0 0
HCM LOS B
Minor Lane/Major Mvmt NBTWBLn1 SBT
Capacity (veh/h) - 405 -
HCM Lane V/C Ratio - 0.005 -
HCM Ctrl Dly (s/v) - 13.9 -
HCM Lane LOS - B -
HCM 95th %tile Q(veh) - 0 -
Lanes, Volumes, Timings
15: US Route 9 & North Access 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 15 19 1006 11 14 788
Future Volume (vph) 15 19 1006 11 14 788
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1700 0 3465 0 1787 3471
Flt Permitted 0.979 0.950
Satd. Flow (perm) 1700 0 3465 0 1787 3471
Link Speed (mph) 30 55 55
Link Distance (ft) 298 272 653
Travel Time (s) 6.8 3.4 8.1
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 1% 1% 4% 1% 1% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 37 0 1117 0 15 866
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.2% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
15: US Route 9 & North Access 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 9
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 15 19 1006 11 14 788
Future Vol, veh/h 15 19 1006 11 14 788
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 1 1 4 1 1 4
Mvmt Flow 16 21 1105 12 15 866
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1575 559 0 0 1118 0
Stage 1 1112 - - - - -
Stage 2 464 - - - - -
Critical Hdwy 6.82 6.92 - - 4.12 -
Critical Hdwy Stg 1 5.82 - - - - -
Critical Hdwy Stg 2 5.82 - - - - -
Follow-up Hdwy 3.51 3.31 - - 2.21 -
Pot Cap-1 Maneuver 102 475 - - 627 -
Stage 1 279 - - - - -
Stage 2 602 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 99 475 - - 627 -
Mov Cap-2 Maneuver 210 - - - - -
Stage 1 279 - - - - -
Stage 2 588 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 18.43 0 0.19
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 305 627 -
HCM Lane V/C Ratio - - 0.122 0.025 -
HCM Ctrl Dly (s/v) - - 18.4 10.9 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.4 0.1 -
Lanes, Volumes, Timings
16: US Route 9 & South Access 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 10
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 23 19 998 17 14 789
Future Volume (vph) 23 19 998 17 14 789
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1719 0 3462 0 1787 3471
Flt Permitted 0.974 0.950
Satd. Flow (perm) 1719 0 3462 0 1787 3471
Link Speed (mph) 30 55 55
Link Distance (ft) 319 2527 272
Travel Time (s) 7.3 31.3 3.4
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 1% 1% 4% 1% 1% 4%
Shared Lane Traffic (%)
Lane Group Flow (vph) 46 0 1116 0 15 867
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.1% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
16: US Route 9 & South Access 06/09/2026
2028 Build Conditions - Weekday Morning Peak Hour Synchro 12 Report
GTS Consulting Page 11
Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 23 19 998 17 14 789
Future Vol, veh/h 23 19 998 17 14 789
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 1 1 4 1 1 4
Mvmt Flow 25 21 1097 19 15 867
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1570 558 0 0 1115 0
Stage 1 1106 - - - - -
Stage 2 464 - - - - -
Critical Hdwy 6.82 6.92 - - 4.12 -
Critical Hdwy Stg 1 5.82 - - - - -
Critical Hdwy Stg 2 5.82 - - - - -
Follow-up Hdwy 3.51 3.31 - - 2.21 -
Pot Cap-1 Maneuver 102 476 - - 628 -
Stage 1 280 - - - - -
Stage 2 602 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 100 476 - - 628 -
Mov Cap-2 Maneuver 211 - - - - -
Stage 1 280 - - - - -
Stage 2 587 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 20.22 0 0.19
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 282 628 -
HCM Lane V/C Ratio - - 0.163 0.025 -
HCM Ctrl Dly (s/v) - - 20.2 10.9 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.6 0.1 -
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 1
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 64 90 884 126 115 935
Future Volume (vph) 64 90 884 126 115 935
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 200
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1698 0 3495 0 1770 3539
Flt Permitted 0.980 0.142
Satd. Flow (perm) 1698 0 3495 0 264 3539
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 53 12
Link Speed (mph) 35 55 40
Link Distance (ft) 1221 1085 1199
Travel Time (s) 23.8 13.5 20.4
Confl. Peds. (#/hr) 4 4
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 1% 1% 1% 1% 2% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 161 0 1052 0 120 974
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot NA pm+pt NA
Protected Phases 3 6 5 1
Permitted Phases 1
Detector Phase 3 6 5 1
Switch Phase
Minimum Initial (s) 6.0 15.0 6.0 15.0
Minimum Split (s) 11.0 20.0 11.0 20.0
Total Split (s) 65.0 65.0 25.0 90.0
Total Split (%) 41.9% 41.9% 16.1% 58.1%
Maximum Green (s) 60.0 60.0 20.0 85.0
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 2.0 5.0 2.0 5.0
Recall Mode None Min None Min
Act Effct Green (s) 10.4 27.4 42.4 42.4
Actuated g/C Ratio 0.16 0.43 0.67 0.67
v/c Ratio 0.50 0.69 0.29 0.41
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 2
Lane Group WBL WBR NBT NBR SBL SBT
Control Delay (s/veh) 24.4 17.6 5.8 5.4
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 24.4 17.6 5.8 5.4
LOS C B A A
Approach Delay (s/veh) 24.4 17.6 5.5
Approach LOS C B A
Queue Length 50th (ft) 37 158 13 71
Queue Length 95th (ft) 108 283 35 132
Internal Link Dist (ft) 1141 1005 1119
Turn Bay Length (ft) 200
Base Capacity (vph) 1546 3172 675 3539
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.10 0.33 0.18 0.28
Intersection Summary
Area Type: Other
Cycle Length: 155
Actuated Cycle Length: 63.2
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.69
Intersection Signal Delay (s/veh): 12.3 Intersection LOS: B
Intersection Capacity Utilization 56.4% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: US Route 9 & Crescent Avenue
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 3
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 9 26 7 1028 1083 4
Future Volume (vph) 9 26 7 1028 1083 4
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 0 375 200
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1787 1599 1787 3574 3574 1599
Flt Permitted 0.950 0.198
Satd. Flow (perm) 1787 1599 372 3574 3574 1599
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 28 3
Link Speed (mph) 30 55 55
Link Distance (ft) 781 1752 2527
Travel Time (s) 17.8 21.7 31.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 10 28 8 1117 1177 4
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Prot Perm pm+pt NA NA Perm
Protected Phases 7 2 5 1
Permitted Phases 7 5 1
Detector Phase 7 7 2 5 1 1
Switch Phase
Minimum Initial (s) 6.0 6.0 15.0 15.0 6.0 6.0
Minimum Split (s) 11.0 11.0 20.0 20.0 11.0 11.0
Total Split (s) 50.0 50.0 25.0 75.0 50.0 50.0
Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0%
Maximum Green (s) 45.0 45.0 20.0 70.0 45.0 45.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None Min None None
Act Effct Green (s) 7.4 7.4 29.3 28.7 22.9 22.9
Actuated g/C Ratio 0.22 0.22 0.88 0.86 0.69 0.69
v/c Ratio 0.03 0.07 0.01 0.36 0.48 0.00
Control Delay (s/veh) 20.1 11.2 1.3 2.5 6.6 5.8
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 20.1 11.2 1.3 2.5 6.6 5.8
LOS C B A A A A
Approach Delay (s/veh) 13.6 2.5 6.6
Approach LOS B A A
Queue Length 50th (ft) 1 0 0 0 0 0
Queue Length 95th (ft) 17 22 3 81 263 5
Internal Link Dist (ft) 701 1672 2447
Turn Bay Length (ft) 400 375 200
Base Capacity (vph) 1665 1491 1381 3574 3329 1490
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.01 0.02 0.01 0.31 0.35 0.00
Intersection Summary
Area Type: Other
Cycle Length: 125
Actuated Cycle Length: 33.4
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.48
Intersection Signal Delay (s/veh): 4.8 Intersection LOS: A
Intersection Capacity Utilization 43.3% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: US Route 9 & E West Road
Lanes, Volumes, Timings
11: US Route 9 & Tree House Entrance Only 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 0 1048 34 27 1095
Future Volume (vph) 0 0 1048 34 27 1095
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 0 0 3522 0 1770 3539
Flt Permitted 0.950
Satd. Flow (perm) 0 0 3522 0 1770 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 319 653 330
Travel Time (s) 7.3 8.1 4.1
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1176 0 29 1190
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.6% ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 11 12 1048 0 0 1107
Future Volume (vph) 11 12 1048 0 0 1107
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Satd. Flow (prot) 1693 0 3539 0 0 3539
Flt Permitted 0.977
Satd. Flow (perm) 1693 0 3539 0 0 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 336 330 1085
Travel Time (s) 7.6 4.1 13.5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 25 0 1139 0 0 1203
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.6% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 7
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 11 12 1048 0 0 1107
Future Vol, veh/h 11 12 1048 0 0 1107
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 12 13 1139 0 0 1203
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1741 570 0 - - -
Stage 1 1139 - - - - -
Stage 2 602 - - - - -
Critical Hdwy 6.84 6.94 - - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - - -
Pot Cap-1 Maneuver 78 465 - 0 0 -
Stage 1 267 - - 0 0 -
Stage 2 510 - - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 78 465 - - - -
Mov Cap-2 Maneuver 191 - - - - -
Stage 1 267 - - - - -
Stage 2 510 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 19.34 0 0
HCM LOS C
Minor Lane/Major Mvmt NBTWBLn1 SBT
Capacity (veh/h) - 276 -
HCM Lane V/C Ratio - 0.091 -
HCM Ctrl Dly (s/v) - 19.3 -
HCM Lane LOS - C -
HCM 95th %tile Q(veh) - 0.3 -
Lanes, Volumes, Timings
15: US Route 9 & North Access 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 15 22 1009 20 26 1070
Future Volume (vph) 15 22 1009 20 26 1070
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1694 0 3564 0 1787 3539
Flt Permitted 0.980 0.950
Satd. Flow (perm) 1694 0 3564 0 1787 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 298 272 653
Travel Time (s) 6.8 3.4 8.1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles (%) 1% 1% 1% 1% 1% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 40 0 1119 0 28 1163
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.6% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
15: US Route 9 & North Access 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 9
Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 15 22 1009 20 26 1070
Future Vol, veh/h 15 22 1009 20 26 1070
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 1 1 1 1 1 2
Mvmt Flow 16 24 1097 22 28 1163
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1746 559 0 0 1118 0
Stage 1 1108 - - - - -
Stage 2 638 - - - - -
Critical Hdwy 6.82 6.92 - - 4.12 -
Critical Hdwy Stg 1 5.82 - - - - -
Critical Hdwy Stg 2 5.82 - - - - -
Follow-up Hdwy 3.51 3.31 - - 2.21 -
Pot Cap-1 Maneuver 78 475 - - 626 -
Stage 1 280 - - - - -
Stage 2 491 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 75 475 - - 626 -
Mov Cap-2 Maneuver 191 - - - - -
Stage 1 280 - - - - -
Stage 2 469 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 19.03 0 0.26
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 297 626 -
HCM Lane V/C Ratio - - 0.136 0.045 -
HCM Ctrl Dly (s/v) - - 19 11 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.5 0.1 -
Lanes, Volumes, Timings
16: US Route 9 & South Access 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 10
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 26 21 1006 31 24 1061
Future Volume (vph) 26 21 1006 31 24 1061
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1719 0 3556 0 1787 3539
Flt Permitted 0.973 0.950
Satd. Flow (perm) 1719 0 3556 0 1787 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 319 2527 272
Travel Time (s) 7.3 31.3 3.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles (%) 1% 1% 1% 1% 1% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 51 0 1127 0 26 1153
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.3% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
16: US Route 9 & South Access 06/09/2026
2028 Build Conditions - Weekday Evening Peak Hour Synchro 12 Report
GTS Consulting Page 11
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 26 21 1006 31 24 1061
Future Vol, veh/h 26 21 1006 31 24 1061
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 1 1 1 1 1 2
Mvmt Flow 28 23 1093 34 26 1153
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1739 564 0 0 1127 0
Stage 1 1110 - - - - -
Stage 2 629 - - - - -
Critical Hdwy 6.82 6.92 - - 4.12 -
Critical Hdwy Stg 1 5.82 - - - - -
Critical Hdwy Stg 2 5.82 - - - - -
Follow-up Hdwy 3.51 3.31 - - 2.21 -
Pot Cap-1 Maneuver 79 472 - - 621 -
Stage 1 279 - - - - -
Stage 2 496 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 76 472 - - 621 -
Mov Cap-2 Maneuver 192 - - - - -
Stage 1 279 - - - - -
Stage 2 476 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 22.1 0 0.24
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 261 621 -
HCM Lane V/C Ratio - - 0.196 0.042 -
HCM Ctrl Dly (s/v) - - 22.1 11 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.7 0.1 -
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 1
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 61 104 745 159 131 632
Future Volume (vph) 61 104 745 159 131 632
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 200
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1690 0 3462 0 1787 3574
Flt Permitted 0.982 0.159
Satd. Flow (perm) 1690 0 3462 0 299 3574
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 65 19
Link Speed (mph) 35 55 40
Link Distance (ft) 1221 1085 1199
Travel Time (s) 23.8 13.5 20.4
Confl. Peds. (#/hr) 9 9
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 176 0 962 0 139 672
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Turn Type Prot NA pm+pt NA
Protected Phases 3 6 5 1
Permitted Phases 1
Detector Phase 3 6 5 1
Switch Phase
Minimum Initial (s) 6.0 15.0 6.0 15.0
Minimum Split (s) 11.0 20.0 11.0 20.0
Total Split (s) 65.0 65.0 25.0 90.0
Total Split (%) 41.9% 41.9% 16.1% 58.1%
Maximum Green (s) 60.0 60.0 20.0 85.0
Yellow Time (s) 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Vehicle Extension (s) 2.0 5.0 2.0 5.0
Recall Mode None Min None Min
Act Effct Green (s) 10.4 24.9 40.8 40.8
Actuated g/C Ratio 0.17 0.40 0.66 0.66
v/c Ratio 0.52 0.68 0.31 0.28
Lanes, Volumes, Timings
1: US Route 9 & Crescent Avenue 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 2
Lane Group WBL WBR NBT NBR SBL SBT
Control Delay (s/veh) 23.1 18.3 5.9 4.8
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 23.1 18.3 5.9 4.8
LOS C B A A
Approach Delay (s/veh) 23.1 18.3 5.0
Approach LOS C B A
Queue Length 50th (ft) 37 141 15 43
Queue Length 95th (ft) 112 270 40 86
Internal Link Dist (ft) 1141 1005 1119
Turn Bay Length (ft) 200
Base Capacity (vph) 1557 3180 705 3574
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.11 0.30 0.20 0.19
Intersection Summary
Area Type: Other
Cycle Length: 155
Actuated Cycle Length: 61.7
Natural Cycle: 45
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.68
Intersection Signal Delay (s/veh): 13.2 Intersection LOS: B
Intersection Capacity Utilization 55.4% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: US Route 9 & Crescent Avenue
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 3
Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 34 30 30 936 708 11
Future Volume (vph) 34 30 30 936 708 11
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 400 0 375 200
Storage Lanes 1 1 1 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1787 1599 1787 3574 3539 1583
Flt Permitted 0.950 0.363
Satd. Flow (perm) 1787 1599 683 3574 3539 1583
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 31 11
Link Speed (mph) 30 55 55
Link Distance (ft) 781 1752 2527
Travel Time (s) 17.8 21.7 31.3
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles (%) 1% 1% 1% 1% 2% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 35 31 31 975 738 11
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left Left Right
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Turn Type Prot Perm pm+pt NA NA Perm
Protected Phases 7 2 5 1
Permitted Phases 7 5 1
Detector Phase 7 7 2 5 1 1
Switch Phase
Minimum Initial (s) 6.0 6.0 15.0 15.0 6.0 6.0
Minimum Split (s) 11.0 11.0 20.0 20.0 11.0 11.0
Total Split (s) 50.0 50.0 25.0 75.0 50.0 50.0
Total Split (%) 40.0% 40.0% 20.0% 60.0% 40.0% 40.0%
Maximum Green (s) 45.0 45.0 20.0 70.0 45.0 45.0
Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lead/Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Recall Mode None None None Min None None
Act Effct Green (s) 6.7 6.7 29.0 24.3 17.6 17.6
Actuated g/C Ratio 0.20 0.20 0.88 0.74 0.54 0.54
v/c Ratio 0.10 0.09 0.03 0.37 0.39 0.01
Control Delay (s/veh) 17.1 9.4 1.5 3.9 7.9 5.7
Lanes, Volumes, Timings
2: US Route 9 & E West Road 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 4
Lane Group EBL EBR NBL NBT SBT SBR
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 17.1 9.4 1.5 3.9 7.9 5.7
LOS B A A A A A
Approach Delay (s/veh) 13.5 3.8 7.9
Approach LOS B A A
Queue Length 50th (ft) 5 0 1 50 34 0
Queue Length 95th (ft) 33 20 7 71 153 9
Internal Link Dist (ft) 701 1672 2447
Turn Bay Length (ft) 400 375 200
Base Capacity (vph) 1720 1540 1368 3574 3407 1524
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.02 0.02 0.02 0.27 0.22 0.01
Intersection Summary
Area Type: Other
Cycle Length: 125
Actuated Cycle Length: 32.8
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.39
Intersection Signal Delay (s/veh): 5.8 Intersection LOS: A
Intersection Capacity Utilization 39.2% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 2: US Route 9 & E West Road
Lanes, Volumes, Timings
11: US Route 9 & Tree House Entrance Only 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 0 0 992 70 66 720
Future Volume (vph) 0 0 992 70 66 720
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 0 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 0 0 3504 0 1770 3539
Flt Permitted 0.950
Satd. Flow (perm) 0 0 3504 0 1770 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 316 653 330
Travel Time (s) 7.2 8.1 4.1
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 1142 0 71 774
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 0 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.0% ICU Level of Service A
Analysis Period (min) 15
Lanes, Volumes, Timings
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 16 25 992 0 0 791
Future Volume (vph) 16 25 992 0 0 791
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Satd. Flow (prot) 1676 0 3539 0 0 3539
Flt Permitted 0.981
Satd. Flow (perm) 1676 0 3539 0 0 3539
Link Speed (mph) 30 55 55
Link Distance (ft) 315 330 1085
Travel Time (s) 7.2 4.1 13.5
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Shared Lane Traffic (%)
Lane Group Flow (vph) 44 0 1055 0 0 841
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 40.0% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
13: US Route 9 & Tree House Exit Only 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 7
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 16 25 992 0 0 791
Future Vol, veh/h 16 25 992 0 0 791
Conflicting Peds, #/hr 0 0 0 1 1 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 17 27 1055 0 0 841
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1476 528 0 - - -
Stage 1 1055 - - - - -
Stage 2 421 - - - - -
Critical Hdwy 6.84 6.94 - - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 - - - -
Pot Cap-1 Maneuver 117 495 - 0 0 -
Stage 1 296 - - 0 0 -
Stage 2 630 - - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 117 495 - - - -
Mov Cap-2 Maneuver 228 - - - - -
Stage 1 296 - - - - -
Stage 2 630 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 17.15 0 0
HCM LOS C
Minor Lane/Major Mvmt NBTWBLn1 SBT
Capacity (veh/h) - 340 -
HCM Lane V/C Ratio - 0.128 -
HCM Ctrl Dly (s/v) - 17.2 -
HCM Lane LOS - C -
HCM 95th %tile Q(veh) - 0.4 -
Lanes, Volumes, Timings
15: US Route 9 & North Access 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 8
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 19 26 948 17 22 690
Future Volume (vph) 19 26 948 17 22 690
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1698 0 3564 0 1787 3574
Flt Permitted 0.980 0.950
Satd. Flow (perm) 1698 0 3564 0 1787 3574
Link Speed (mph) 30 55 55
Link Distance (ft) 298 272 653
Travel Time (s) 6.8 3.4 8.1
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 48 0 1037 0 24 742
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.7% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
15: US Route 9 & North Access 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 9
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 19 26 948 17 22 690
Future Vol, veh/h 19 26 948 17 22 690
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 1 1 1 1 1 1
Mvmt Flow 20 28 1019 18 24 742
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1447 519 0 0 1038 0
Stage 1 1028 - - - - -
Stage 2 418 - - - - -
Critical Hdwy 6.82 6.92 - - 4.12 -
Critical Hdwy Stg 1 5.82 - - - - -
Critical Hdwy Stg 2 5.82 - - - - -
Follow-up Hdwy 3.51 3.31 - - 2.21 -
Pot Cap-1 Maneuver 123 504 - - 672 -
Stage 1 308 - - - - -
Stage 2 635 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 119 504 - - 672 -
Mov Cap-2 Maneuver 233 - - - - -
Stage 1 308 - - - - -
Stage 2 613 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 17.4 0 0.33
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 339 672 -
HCM Lane V/C Ratio - - 0.143 0.035 -
HCM Ctrl Dly (s/v) - - 17.4 10.6 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.5 0.1 -
Lanes, Volumes, Timings
16: US Route 9 & South Access 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 10
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 30 24 944 26 20 689
Future Volume (vph) 30 24 944 26 20 689
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 0 0 0 150
Storage Lanes 1 0 0 1
Taper Length (ft) 25 25
Satd. Flow (prot) 1719 0 3560 0 1787 3574
Flt Permitted 0.973 0.950
Satd. Flow (perm) 1719 0 3560 0 1787 3574
Link Speed (mph) 30 55 55
Link Distance (ft) 319 2527 272
Travel Time (s) 7.3 31.3 3.4
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Heavy Vehicles (%) 1% 1% 1% 1% 1% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 58 0 1043 0 22 741
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 12 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Intersection Capacity Utilization 36.9% ICU Level of Service A
Analysis Period (min) 15
HCM 7th TWSC
16: US Route 9 & South Access 06/09/2026
2028 Build Conditions - Saturday Midday Peak Hour Synchro 12 Report
GTS Consulting Page 11
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 30 24 944 26 20 689
Future Vol, veh/h 30 24 944 26 20 689
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 1 1 1 1 1 1
Mvmt Flow 32 26 1015 28 22 741
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1442 522 0 0 1043 0
Stage 1 1029 - - - - -
Stage 2 413 - - - - -
Critical Hdwy 6.82 6.92 - - 4.12 -
Critical Hdwy Stg 1 5.82 - - - - -
Critical Hdwy Stg 2 5.82 - - - - -
Follow-up Hdwy 3.51 3.31 - - 2.21 -
Pot Cap-1 Maneuver 124 502 - - 669 -
Stage 1 308 - - - - -
Stage 2 639 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 120 502 - - 669 -
Mov Cap-2 Maneuver 234 - - - - -
Stage 1 308 - - - - -
Stage 2 618 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 19.44 0 0.3
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 307 669 -
HCM Lane V/C Ratio - - 0.189 0.032 -
HCM Ctrl Dly (s/v) - - 19.4 10.6 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.7 0.1 -
6-7am 7-8am 8-9am 9-10am 10-11am 11-12pm 12-1pm 1-2pm 2-3pm 3-4pm 4-5pm 5-6pm 6-7pm
% of
AADT* 4.00% 7.10% 6.30% 4.30% 4.25% 4.50% 4.50% 4.45% 4.70% 6.20% 9.00% 9.60% 7.35%
EBL 0 0 0 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 0 0 0 0 0 0 0 0 0 0
approach
total 0 0 0 0 0 0 0 0 0 0 0 0 0
WBL 8 15 13 9 9 10 7 7 7 10 14 15 11
WBT 0 0 0 0 0 0 0 0 0 0 0 0 0
WBR 11 19 17 12 11 12 10 10 11 14 21 22 17
approach
total 19 34 30 21 20 22 17 17 18 24 35 37 28
NBL 0 0 0 0 0 0 0 0 0 0 0 0 0
NBT 567 1006 893 609 602 638 473 468 494 652 946 1009 773
NBR 6 11 10 7 7 7 9 9 10 13 19 20 15
approach
total 573 1017 902 616 609 645 482 477 504 665 965 1029 788
SBL 8 14 12 8 8 9 12 12 13 17 24 26 20
SBT 444 788 699 477 472 499 502 496 524 691 1003 1070 819
SBR 0 0 0 0 0 0 0 0 0 0 0 0 0
approach
total 452 802 712 486 480 508 514 508 537 708 1028 1096 839
total 1044 1853 1644 1122 1109 1174 1013 1002 1058 1396 2027 2162 1655
*AADT Percentages based on Figure 3-5, Typical variation in hourly volumes on urban streets.
Morning volumes (6:00 am to 12:00 pm) are based on morning peak hour volumes.
Evening volumes (12:00 pm to 7:00 pm) are based on evening peak hour volumes.
Volume of Trips by Time of Day
US Route 9 @ North Site Access - 2028 Build Condition
6-7am 7-8am 8-9am 9-10am 10-11am 11-12pm 12-1pm 1-2pm 2-3pm 3-4pm 4-5pm 5-6pm 6-7pm
% of
AADT* 4.00% 7.10% 6.30% 4.30% 4.25% 4.50% 4.50% 4.45% 4.70% 6.20% 9.00% 9.60% 7.35%
EBL 0 0 0 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 0 0 0 0 0 0 0 0 0 0
approach
total 0 0 0 0 0 0 0 0 0 0 0 0 0
WBL 13 23 20 14 14 15 12 12 13 17 24 26 20
WBT 0 0 0 0 0 0 0 0 0 0 0 0 0
WBR 11 19 17 12 11 12 10 10 10 14 20 21 16
approach
total 24 42 37 25 25 27 22 22 23 30 44 47 36
NBL 0 0 0 0 0 0 0 0 0 0 0 0 0
NBT 562 998 886 604 597 633 473 468 494 652 946 1009 773
NBR 10 17 15 10 10 11 15 14 15 20 29 31 24
approach
total 572 1015 901 615 608 643 488 482 509 672 975 1040 796
SBL 8 14 12 8 8 9 11 11 12 16 23 24 18
SBT 445 789 700 478 472 500 497 492 519 685 995 1061 812
SBR 0 0 0 0 0 0 0 0 0 0 0 0 0
approach
total 452 803 713 486 481 509 509 503 531 701 1017 1085 831
total 1048 1860 1650 1126 1113 1179 1018 1007 1063 1403 2036 2172 1663
*AADT Percentages based on Figure 3-5, Typical variation in hourly volumes on urban streets.
Morning volumes (6:00 am to 12:00 pm) are based on morning peak hour volumes.
Evening volumes (12:00 pm to 7:00 pm) are based on evening peak hour volumes.
Volume of Trips by Time of Day
US Route 9 @ South Site Access - 2028 Build Condition
Proposed Multi-Use Development – Saratoga Springs, NY
Proposed Site Driveways @ US Route 9
2028 Build Condition
6/8/2026
DEFINITIONS and CHECK of TRAFFIC SIGNAL WARRANTS
The Manual of Uniform Traffic Control Devices (MUTCD) published by the Federal Highway
Administration lists 8 minimum warrants for signalization. Primary ones reviewed follows:
Warrant 1: Eight Hour Vehicular Volume
Condition A – Minimum Vehicular Volume is met when the traffic volumes for any eight hours
of an average day meet the minimum requirements given in Table 4C-1 of the MUTCD based on
the number of approach lanes to the intersection. For the major street, the total volume for both
approaches is used. For the minor street, the higher volume approach (one direction only) is
used. The same 8 hour-period should be used for both the major street and the minor street.
• Two through lanes per direction on mainline – Volume must exceed 600 vehicles
• One lane on side street – Volume must exceed 150 vehicles
o Mainline Thresholds are met for 13 hrs – Both Driveways
o Side Street Thresholds are met for 0 hrs – Both Driveways
Warrant #1, Condition A: Not Met at Either Driveway
Condition B - Interruption of Continuous Traffic accommodates operating conditions where
extremely heavy major-street traffic causes excessive delay or hazards to the minor street traffic.
The warrant is satisfied when the traffic volumes of any 8 hours of an average day meet the
minimum requirements given in Table 4C-1 of the MUTCD and the signal installation will not
seriously disrupt progressive traffic flow on the major street. For the major street, the total
volume for both approaches is used. For the minor street, the higher volume approach (one
direction only) is used. The same 8 hour-period should be used for both the major street and the
minor street.
• Two through lanes per direction on mainline – Volume must exceed 900 vehicles
• One lane on side street – Volume must exceed 75 vehicles
o Mainline Thresholds are met for 13 hrs – Both Driveways
o Side Street Thresholds are met for 0 hrs – Both Driveways
Warrant #1 – Condition B: Not Met at Either Driveway
Combination of Conditions A and B recognizes that there are occasional cases in which
signalization may be justified but the locations do not meet the minimum requirements of a
single warrant. This condition permits a signal installation to be considered where Conditions A
and B, are satisfied to the extent of 80% of the established numerical value. For the major street,
the total volume for both approaches is used. For the minor street, the higher volume approach
(one direction only) is used. The same 8 hour-period should be used for both the major street
and the minor street.
• 80% Condition A – Mainline greater than 480 vehicles, Side Street greater than 120 vehicles
• 80% Condition B – Mainline greater than 720 vehicles, Side Street greater than 60 vehicles
Condition A
• Mainline Thresholds are met for 13 hrs – Both Driveways
• Side Street Thresholds are met for 0 hrs – Both Driveways
Condition B
• Mainline Thresholds are met for 13 hrs – Both Driveways
• Side Street Thresholds are met for 0 hrs – Both Driveways
Warrant #1 - Combination of Conditions A and B: Not Met at Either Driveway
Warrant 2: Four-Hour Vehicular Volume is based on 4-hour volumes instead of the eight hour
volumes used in Warrants 1, 2 and 8. The wording of the warrant states that this warrant is
satisfied (for urban locations) when, for each of any 4 hours of an average day, the plotted points
representing the vehicles per hour on the major street (total of both approaches) and the
corresponding vehicles per hour on the higher-volume minor-street approach (one direction only)
exceed the curve shown in Figure 4C-1 of the MUTCD.
Volume Thresholds are met for 0 hrs – Both Driveways
Warrant #2 – Four Hour Vehicular Volume: Not Met at Either Driveway
Warrant 3: Peak-Hour is satisfied when all the following conditions are met:
• The total delay experienced by the traffic on the side street controlled by a STOP sign equals
or exceeds 4 vehicle-hours for a one lane approach and 5 vehicle hours for a two-lane
approach.
• The volume on the side-street approaches equals or exceeds 100 vph for a one-lane approach
or 150 vph for a two-lane approach.
• The total entering volume serviced during this hour equals or exceeds 800 vph for
intersections with four (or more) approaches or 650 vph for intersections with three
approaches.
Delays and volumes without traffic signal do not meet warrant – Both Driveways
Warrant #3 – Peak Hour: Not Met at Either Driveway
Warrant #4 – Pedestrian Volume – The existing pedestrian volumes are minimal in the area and
would not meet the warrant.
Warrant #4 – Pedestrian Volume: Not Met at Either Driveway
Warrant #5 – School Crossing – not applicable
Warrant #5 – School Crossing – Not Applicable at Either Driveway
Warrant #6 – Coordinated Signal System – not applicable
Warrant #6 – Coordinated Signal System: Not Applicable at Either Driveway
Warrant #7 – Crash Experience – not applicable – No significant crash history in study area.
Warrant #7 – Crash Experience: Not Applicable at Either Driveway
Warrant #8 – Roadway Network – not applicable
Warrant #8 – Roadway Network: Not Applicable at Either Driveway