Traffic Impact Study Report from Kimley-Horn dated September 25%2C 2024
application
113 pages
Meeting: portal event 987 (no meeting page on file)
Agenda item: Review of the Environment Assessment Form Part II related to the special permit application from WBP Development LLC for the construction of a multifamily development at 1 Croton Point Avenue.
Application, 113 pages. Attached to agenda item: “Review of the Environment Assessment Form Part II related to the special permit application from WBP Development LLC for the construction of a multifamily development at 1 Croton Point Avenue.”
Retrieved 2026-04-15 from the village's meeting portal.
View the original PDF ↗
Also attached to this agenda item:
Draft Phase II Environmental Site Assessment Report
Environmental Noise Study and Facade Glazing...
FEAF Part II - to be completed September 25%2C 2024
Fire Apparatus Access Study Drawing from Insite...
Insite Preliminary Wastewater Engineering Report dated...
Insite Preliminary Water Engineering Report dated July...
Insite Stormwater Pollution Prevention Plan dated July...
Insite engineering and landscape architecture plans...
Letter from Insite Engineering regarding revised Site...
Letter from Kimley Horn dated September 16%2C 2024...
Letter from NYSDOT consenting to the Board of Trustees...
Letter from the Division for Historic Preservation...
Extracted text
kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY 10601
914-368-9200
September 25, 2024
Mr. John R. Bainlardi, Vice President
WBP Development LLC
480 Bedford Road,
Chappaqua, NY 10514
Re:
Professional Transportation Engineering Services
1-3 Croton Point Avenue
Town of Croton-on-Hudson, New York
Dear Mr. Bainlardi,
As detailed herein, the proposed development by WBP Development, LLC, with 100 below-market-rate
residential units and no commercial space (the “Project”), will have a lower impact on traffic compared to
the theoretical maximum buildout scenario outlined in the 2022 AKRF Traffic Impact Study (TIS). The
project will generate approximately 1 trip every 2 minutes in the busiest hour and will not have any significant
impact on traffic operating conditions. Consistent with the AKRF study findings, with some signal timing
adjustments to better accommodate the projected prevailing peak-hour traffic volumes, potential unrelated
lengthy delays at the NYS Tout 9 off-ramp intersections with Croton Point Avenue can be avoided. Finaly,
the site has been designed to easily accommodate delivery and trash removals (and to separate the largest
deliveries and trash removal form the balance of activity on the site).
Project Understanding
The subject property is located at 1-3 Croton Point Avenue on the north side of Croton Point Avenue,
generally north of Veterans Plaza and west of State Route 9, in the Village of Croton-on-Hudson, NY. It is
proposed to convert the existing parking lot serving daily commuters into a below-market-rate multifamily
residential building with amenity space and on-site parking. Access to the property will be provided via three
(3) driveways on the south side of the subject building via Croton Point Avenue.
The first driveway, on the southeast corner of the property, has been proposed as a right-turn entrance only
serving the drop-off area in front of the building, project parking and the fire access road along the east side
of the property1. The second driveway, in the middle of the property, across the Veterans Plaza, will be a
two-way driveway under the control of the existing traffic signal. The last driveway, all the way to the west
on the south side of the property, will mainly be used by the MTA to continue to access their property to the
north (through an easement agreement). However, it will also be used for Project trash removal and larger
deliveries (primarily move ins and move outs).
1 It is understood that the Town’s traffic consultant has suggested that this entrance be eliminated and replaced
with a connection between the second and third driveways but that this decision will not be reached until input
from the fire department and school district are received as part of the Site Plan process. The traffic analysis
conducted for this report assumed that all site-generated traffic would enter or exit via the second/middle
driveway, which is the most conservative approach.
kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY 10601
914 368 9200
Traffic Impact Study
This Traffic Impact Study presents the detailed traffic analysis that was completed to assess the potential
traffic impacts related to the proposed development at 1-3 Croton Point Avenue.
Prior to the preparation of the TIS, Kimley-Horn prepared a Traffic Impact Analysis (TIA) letter which
identified how many net new trips will be added to the neighborhood, compared to the study that AKRF
completed in 2022. Kimley-Horn collected Turning Movement Counts (TMCs) at the following locations for
the weekday AM (7:00 AM to 9:00 AM) and weekday PM (4:00 PM to 6:30 PM) peak periods in September
2024:
1. Croton Point Avenue and Veterans Plaza
2. Croton Point Avenue and Route 9/9A Southbound Ramps
3. Croton Point Avenue and Route 9/9A Northbound Ramps
Signal timing plans were obtained from the New York State Department of Transportation (NYSDOT). After
reviewing the data, the following peak hours are selected2:
·
7:00 AM to 8:00 AM Peak Hour
·
5:30 PM to 6:30 PM Peak Hour
2024 Existing Condition Volumes
The peak-hour traffic volumes were balanced between intersections and the Existing condition traffic
volumes are presented in Figures 1 and 2.
2 It is noted that a review of the data indicated that the levels of traffic activity before 7:00 a.m. and after
6:30 p.m. were likely the same or lower than those from 7:45 to 8:00 a.m. and from 5:30 to 5:45 p.m.
indicating that the surveys captured the true peak hours.
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Croton Point Avenue
Veterans
Plaza
SB On/Off
Ramp
NB On/Off
Ramp
Croton Point Avenue
Croton Point Avenue
Figure 1
Exisitng 2024 AM Traffic Volumes
1-3 Croton Point Avenue
Croton-On-Hudson, NY
SITE
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Croton Point Avenue
Veterans
Plaza
SB On/Off
Ramp
NB On/Off
Ramp
Croton Point Avenue
Croton Point Avenue
Figure 2
Exisitng 2024 PM Traffic Volumes
1-3 Croton Point Avenue
Croton-On-Hudson, NY
SITE
kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY 10601
914 368 9200
2027 No Build Condition Volumes
For the purpose of this analysis, it was assumed that the proposed 100 new residential units would be built
and occupied by the end 2027. Applying this assumption, existing traffic volumes were grown by a 1% per
year compounded growth rate. This growth rate reflected increases in background traffic growth that would
be expected to occur with or without the proposed development (and was the same as the growth rate used
in the previous AKRF study).
To further refine the analysis, the trips projected to be generated by the redevelopment of the other
properties that were recently rezoned by the Village (excluding the 1-3 Croton Point Avenue property), were
obtained from the 2022 AKRF Traffic Study. These Vicinity Development trips were added to the existing
grown volumes to determine the 2027 No-Build Volumes as depicted in Figures 3 and 4.
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Croton Point Avenue
Veterans
Plaza
SB On/Off
Ramp
NB On/Off
Ramp
Croton Point Avenue
Croton Point Avenue
Figure 3
No-Build 2027 AM Traffic Volumes
1-3 Croton Point Avenue
Croton-On-Hudson, NY
SITE
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Croton Point Avenue
Veterans
Plaza
SB On/Off
Ramp
NB On/Off
Ramp
Croton Point Avenue
Croton Point Avenue
Figure 4
No-Build 2027 PM Traffic Volumes
1-3 Croton Point Avenue
Croton-On-Hudson, NY
SITE
kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY 10601
914 368 9200
2027 Build Condition Volumes
WBP Development, LLC has been selected by the Village of Croton-on-Hudson as the purchaser and
developer of Village Parking Lot A (Tax Lots 3 and 5) and is in contract to purchase Tax Lot 4 from Croton
Point Realty, Inc. Collectively, the subject property is proposed to be developed with a 5-story, 100 unit,
below-market-rate multifamily building with amenity space and on-site parking. Units are proposed to be in
condominium ownership. A review of the Institute of Transportation Engineers (ITE) publication, Trip
Generation Manual, 11th Edition, revealed a similar Land Use Code (LUC) to the site’s proposed use:
Multifamily Housing (Mid-Rise; LUC 221). The trip projections for the proposed use were based on this
Land Use for a General Suburban environment and Not Close to Rail. As presented in Table 1, ITE data
indicate that a 100-unit development would generate 33 trips in the AM peak hour and 39 trips in the PM
peak hour (and also 39 trips in the Saturday peak hour).
To account for the fact that the proposed development is near the train station (and the stores and
restaurants on South Riverside Avenue), it was assumed that four (4) of the AM, PM and Saturday trips
would be made on foot, as opposed to by vehicle. As a result, the proposed development is projected to
generate 29 trips in the AM peak hour and 35 trips in the PM peak hour (and also 35 trips in the Saturday
peak hour). This methodology is consistent with that conducted by AKRF for their environmental review of
traffic impacts dated July 6, 2022, although the volume of traffic generated by the currently proposed
development will be considerably less than projected by AKRF in the 2022 study (approximately
half)3.
Table 1
Proposed Development Trip Generation
Figures 5 and 6 illustrate the Project Generated trips for AM and PM peak hour. The arrival and departure
patterns used were the same as for the 2022 TIS. 2027 Build Condition Volumes were determined by
adding the Project generated trips to the 2027 No Build Condition Volumes which are illustrated in Figures
7 and 8.
3 29 trips in the AM peak hour vs the 42 previously projected, 35 trips in the PM peak hour vs the 79 trips
previously projected and 35 trips in the Saturday peak hour vs the 75 trips previously projected.
Code #
Land Use
In
Out Total
In
Out Total
In
Out
Total
-1
-3
-4
-2
-2
-4
-2
-2
-4
Weekday PM
Peak Hour
Saturday Midday
Peak Hour
Building
Component
Zoning
Component
Land Use
Description
ITE Land Use
Size
Weekday AM
Peak Hour
LI TOD
Multifamily
Housing
Multifamily Housing (Mid Rise) -
Not Close to Rail Transit
Mass Transit Credit
Total Trip Generation
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Croton Point Avenue
Veterans
Plaza
SB On/Off
Ramp
NB On/Off
Ramp
Croton Point Avenue
Croton Point Avenue
Figure 5
Project Generated AM Traffic Volumes
1-3 Croton Point Avenue
Croton-On-Hudson, NY
SITE
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Croton Point Avenue
Veterans
Plaza
SB On/Off
Ramp
NB On/Off
Ramp
Croton Point Avenue
Croton Point Avenue
Figure 6
Project Generated PM Traffic Volumes
1-3 Croton Point Avenue
Croton-On-Hudson, NY
SITE
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NB On/Off
Ramp
Croton Point Avenue
Croton Point Avenue
Croton Point Avenue
Veterans
Plaza
SB On/Off
Ramp
Figure 7
Build 2027 AM Traffic Volumes
1-3 Croton Point Avenue
Croton-On-Hudson, NY
SITE
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NB On/Off
Ramp
Croton Point Avenue
Croton Point Avenue
Croton Point Avenue
Veterans
Plaza
SB On/Off
Ramp
Figure 8
Build 2027 PM Traffic Volumes
1-3 Croton Point Avenue
Croton-On-Hudson, NY
SITE
kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY 10601
914 368 9200
Intersection Capacity Analysis
An intersection analysis was conducted using the Existing, No-Build and Build peak-hour volumes in the
respective figure to assess the quality of the traffic flow at the study intersections.
The criteria used to analyze the study intersections is based on the evaluation criteria contained in the
Transportation Research Board’s Highway Capacity Manual (“HCM”) 6th Edition. The term “Level of
Service” (“LOS”) is used to denote the different operating conditions that occur at an intersection under
various traffic volume loads. It is a qualitative measure that considers a number of factors including roadway
geometry, speed, travel delay, and freedom to maneuver. LOS provides an index to the operational qualities
of a roadway segment or an intersection. LOS designations range from A to F, with LOS A representing the
best operating conditions and LOS F representing the worst operating conditions.
Synchro 12 software was used to model the three signalized study intersections based on the parameters
mentioned above. Synchro 12 software is widely used by traffic engineering professionals, is approved for
use by the NYSDOT and is consistent with the procedures in the HCM.
The LOS designations, which are based on delay, are reported differently for signalized and unsignalized
intersections. For signalized intersections, LOS is based on the average control delay per vehicle for the
various lane group movements within the intersection. For the purposes of this analysis, control delay is
defined as the total elapsed time that includes initial deceleration delay, queue move-up time, stopped
delay, and final acceleration delay. The average control delay for any particular minor movement is a
function of the service rate or capacity of the approach and the degree of saturation. The control delay
criteria for the range of service levels for signalized intersections are shown in Table 2 below.
Source: Transportation Research Board. Highway Capacity Manual.
The results of the intersection capacity analysis for the Existing, No-Build and Build volume conditions for
the peak hours are summarized in Table 3. The Synchro worksheets are provided in the appendix.
Table 2 – Level of Service Criteria
Signalized Intersection Control Delay Per Vehicle
Level of Service (LOS)
≤10.0 seconds
A
> 10.0 seconds and ≤ 20.0 seconds
B
> 20.0 seconds and ≤ 35.0 seconds
C
> 35.0 seconds and ≤ 55.0 seconds
D
> 55.0 seconds and ≤ 80.0 seconds
E
> 80.0 seconds
F
kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY 10601
914 368 9200
Table 3
Intersection Capacity Analysis Results
Observations
Our findings indicate that the 2022 AKRF traffic study conclusion remains well founded. The proposed
Project will not have a significant impact on the motoring public4 and signal timing changes can be made,
to better accommodate future traffic volumes.
As seen in the analysis results, under full rezoning buildout, the additional traffic generated by the 100 new
residential units at 1-3 Croton Point Avenue, will increase delay for the motoring public by less than 1
second in all instances but one and there will not be any changes in LOS for the motoring public5. Further,
increases in delays to the non-site-driveway movements at the driveway’s intersection with Croton Point
Avenue are all projected to be less than one second.
The one exception noted above is the northbound off-ramp movement from Route 9/9A to Croton Point
Avenue in the PM peak hour. The analysis indicates that this movement will be operating with delays in
excess of 120 seconds (LOS “F”) in 2027 without the Project and that the addition of 8 vehicles in the PM
peak hour will increase delay by 14.7 seconds.
4 Motoring public describes all non-project generated traffic.
5 A considerable increase in delay is projected for vehicles exiting the subject site, however, the number of
exiting vehicles is minimal, and they will be project residents or visitors, not the general motoring public.
Delay (secs) LOS Delay (secs) LOS Delay (secs) LOS Delay (secs) LOS Delay (secs) LOS Delay (secs) LOS
EB LTR
21.4
C
8.8
A
23.4
C
10.3
B
23.6
C
11.1
B
WB LTR
16.6
B
5.3
A
18.7
B
5.8
A
19.3
B
6.0
A
NB LTR
11.9
B
15.4
B
11.7
B
14.8
B
11.9
B
15.2
B
SB LTR
59.0
E
1.9
A
59.0
E
1.8
A
63.0
E
78.9
E
Intersection
16.3
B
11.3
B
18.0
B
11.3
B
19.1
B
12.6
B
EB TR
22.0
C
29.4
C
23.2
C
32.5
C
23.9
C
33.3
C
WB LT
9.9
A
3.0
A
13.1
B
3.7
A
13.5
B
3.8
A
SB LTR
65.9
E
64.5
E
67.0
E
61.9
E
67.0
E
62.1
E
Intersection
28.7
C
23.8
C
29.9
C
25.4
C
30.1
C
25.7
C
EB LTR
3.4
A
6.2
A
3.7
A
8.1
A
3.5
A
8.1
A
WB LTR
9.3
A
9.4
A
10.4
B
10.3
B
10.4
B
10.4
B
NB LTR
103.4
F
78.8
E
247.4
F
121.8
F
248.0
F
136.5
F
SB LTR
26.6
C
0.0
A
22.8
C
26.1
C
22.8
C
26.1
C
Intersection
41.4
D
30.7
C
85.5
F
45.5
D
85.2
F
50.4
D
Notes: 1. SB LTR approach is the exiting project resident traffic, therefore does not affect the public or constitute a significant traffic impact.
Existing Conditions
No-Build Conditions
Build Conditions
AM Peak Hour
PM Peak Hour
Croton Point Avenue & Veterans
Plaza (Signalized)
Croton Point Avenue & SB On/Off
Ramps (Signalized)
Croton Point Avenue & NB On/Off
Ramps (Signalized)
Intersection
Approach
AM Peak Hour
PM Peak Hour
AM Peak Hour
PM Peak Hour
kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY 10601
914 368 9200
A comparison of the results of the analysis summarized in Table 3 with the analysis results contained in
Table 1 of the 2022 AKRF traffic impact study indicates that 2027 traffic operating conditions are generally
projected to be better than projected in the AKRF study, especially during the PM peak hour. Given the low
number of trips added, the underlying conditions, and the fact that the increase in delay will not precipitate
a change in Level of Service, this increase is not considered to be significant. However, we have determined
that modifications could be made to the signal timings to prevent this increase in delay from occurring (and
to restore operating conditions to “E” Levels of Service or better). The need to adjust the signal timings to
optimize conditions for the prevailing future traffic volumes is applicable to both peak hours, which can
reduce all LOS “F” conditions significantly and result in an overall LOS “C” or better conditions for all study
intersections, as seen in Table 4 below.
Table 4
Intersection Capacity Analysis with Signal Timing Changes
It is noted that these signal timing changes will be needed with or without the Project and are typically the
responsibility of the signal owner (NYSDOT) as part of their periodic signal maintenance and upkeep.
kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY 10601
914 368 9200
Conclusion
As indicated herein, the additional traffic generated by the proposed 100 below-market-rate residential units
is projected to increase delays to the motoring public at the site driveway by less than 1 second and there
will be no changes in Level of Service for movements serving the general public. The analysis results are
generally consistent with or slightly better than projected in the 2022 AKRF study. Finally, with the
recommended signal timing changes, all underlying Level of Service “F” conditions can be restored to LOS
“E” or better conditions. Based on these findings, it is concluded that the proposed 100-unit residential
development will not have a significant adverse impact on traffic operating conditions.
Please contact me if you have any questions.
KIMLEY-HORN Engineering and ASSOCIATES
By: John Canning, P.E.
Associate
Synchro Reports
Existing AM Conditions
Existing AM Peak Hour
Existing Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
2%
10%
-2%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
1.00
1.00
0.95
0.95
1.00
1.00
1.00
Ped Bike Factor
1.00
0.99
1.00
0.98
0.99
Frt
0.986
0.999
0.856
0.850
Flt Protected
0.950
0.986
0.998
0.950
Satd. Flow (prot)
Flt Permitted
0.694
0.866
0.992
0.536
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
6.6
4.1
13.3
14.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
Heavy Vehicles (%)
0%
14%
44%
1%
2%
0%
0%
0%
4%
0%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
24%
49%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
0.94
1.02
1.11
1.11
1.22
1.28
1.22
1.17
1.19
0.84
1.19
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Right
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Existing AM Peak Hour
Existing Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
pm+pt
NA
pm+ov
pm+pt
NA
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
11.0
31.0
31.0
31.0
11.0
31.0
31.0
Total Split (s)
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
Total Split (%)
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
Maximum Green (s)
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
6.0
6.0
6.0
6.0
6.0
6.0
Lead/Lag
Lag
Lag
Lead
Lag
Lag
Lead
Lead
Lag
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
3.0
3.5
3.0
3.0
3.5
Recall Mode
C-Max
C-Max
None
C-Max
None
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
88.5
128.6
128.6
17.4
57.5
17.4
Actuated g/C Ratio
0.54
0.78
0.78
0.11
0.35
0.11
v/c Ratio
0.11
0.56
0.52
0.48
0.20
0.01
Control Delay (s/veh)
21.4
7.6
7.1
18.6
5.2
59.0
Queue Delay
0.0
10.1
8.4
0.0
0.0
0.0
Total Delay (s/veh)
21.4
17.8
15.5
18.6
5.2
59.0
LOS
C
B
B
B
A
E
Approach Delay (s/veh)
21.4
16.6
11.9
59.0
Approach LOS
C
B
B
E
Intersection Summary
Area Type:
Other
Cycle Length: 164
Actuated Cycle Length: 164
Offset: 0 (0%), Referenced to phase 6:EBWB, Start of Yellow
Natural Cycle: 115
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.56
Intersection Signal Delay (s/veh): 16.3
Intersection LOS: B
Intersection Capacity Utilization 59.4%
ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: Veterans Plaza/Driveway & Croton Point Avenue
Existing AM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
0%
2%
-1%
-3%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
0.95
0.95
Ped Bike Factor
0.99
1.00
Frt
0.950
0.884
0.850
Flt Protected
0.987
0.989
Satd. Flow (prot)
Flt Permitted
0.763
0.989
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
No
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
4.1
9.0
16.1
20.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
Heavy Vehicles (%)
0%
8%
3%
7%
1%
0%
0%
0%
0%
9%
0%
1%
Adj. Flow (vph)
Shared Lane Traffic (%)
44%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.09
1.09
1.09
1.11
1.11
1.11
0.99
0.99
0.99
0.98
0.98
0.98
Turning Speed (mph)
Number of Detectors
Detector Template
Thru
Left
Thru
Left
Thru
Right
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Existing AM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Existing AM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
Perm
NA
Perm
Protected Phases
2 8
6 8
Permitted Phases
6 8
Detector Phase
2 8
6 8
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
22.0
24.0
24.0
24.0
Total Split (s)
26.0
36.0
36.0
36.0
Total Split (%)
21.3%
29.5%
29.5%
29.5%
Maximum Green (s)
20.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
Total Lost Time (s)
6.0
6.0
Lead/Lag
Lag
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
Flash Don't Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
59.2
85.2
24.8
24.8
Actuated g/C Ratio
0.49
0.70
0.20
0.20
v/c Ratio
0.20
0.49
0.81
0.81
Control Delay (s/veh)
19.4
9.6
66.0
65.8
Queue Delay
2.6
0.3
0.0
0.0
Total Delay (s/veh)
22.0
9.9
66.0
65.8
LOS
C
A
E
E
Approach Delay (s/veh)
22.0
9.9
65.9
Approach LOS
C
A
E
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay (s/veh): 28.7
Intersection LOS: C
Intersection Capacity Utilization 71.2%
ICU Level of Service C
Analysis Period (min) 15
Existing AM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Splits and Phases: 2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
Existing AM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
10.0
5.0
5.0
10.0
5.0
Minimum Split (s)
31.0
31.0
20.0
31.0
20.0
Total Split (s)
40.0
36.0
20.0
66.0
20.0
Total Split (%)
33%
30%
16%
54%
16%
Maximum Green (s)
34.0
30.0
15.0
60.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
2.5
3.0
3.0
3.0
3.0
Recall Mode
Max
None
None
C-Max
None
Walk Time (s)
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Existing AM Peak Hour
Existing Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
5%
-2%
-4%
Lane Util. Factor
0.95
0.95
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
0.99
1.00
1.00
0.99
Frt
0.960
0.999
0.953
0.919
Flt Protected
0.998
0.969
0.990
Satd. Flow (prot)
Flt Permitted
0.884
0.928
0.801
0.960
Satd. Flow (perm)
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
9.0
5.8
12.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
Heavy Vehicles (%)
50%
8%
10%
7%
2%
33%
2%
0%
8%
0%
0%
67%
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
1.11
1.02
1.13
1.13
1.03
0.99
0.99
0.99
0.97
0.97
0.97
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Existing AM Peak Hour
Existing Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Existing AM Peak Hour
Existing Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Turn Type
Perm
NA
Perm
NA
Perm
NA
Perm
NA
Protected Phases
1 2 4
4 6
Permitted Phases
1 2 4
4 6
Detector Phase
1 2 4
1 2 4
4 6
4 6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
31.0
31.0
Total Split (s)
36.0
36.0
36.0
36.0
Total Split (%)
29.5%
29.5%
29.5%
29.5%
Maximum Green (s)
30.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
-1.0
0.0
Total Lost Time (s)
5.0
6.0
Lead/Lag
Lead
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
80.0
81.0
31.0
30.0
Actuated g/C Ratio
0.66
0.66
0.25
0.25
v/c Ratio
0.15
0.33
1.09
0.02
Control Delay (s/veh)
3.4
9.3
102.5
26.6
Queue Delay
0.0
0.0
0.9
0.0
Total Delay (s/veh)
3.4
9.3
103.4
26.6
LOS
A
A
F
C
Approach Delay (s/veh)
3.4
9.3
103.4
26.6
Approach LOS
A
A
F
C
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay (s/veh): 41.4
Intersection LOS: D
Intersection Capacity Utilization 68.7%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
Existing AM Peak Hour
Existing Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Existing AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
10.0
5.0
5.0
Minimum Split (s)
22.0
31.0
20.0
31.0
24.0
20.0
Total Split (s)
26.0
40.0
20.0
66.0
36.0
20.0
Total Split (%)
21%
33%
16%
54%
30%
16%
Maximum Green (s)
20.0
34.0
15.0
60.0
30.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lag
Lead
Lag
Lead
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
2.5
3.0
3.0
3.0
3.0
Recall Mode
None
Max
None
C-Max
None
None
Walk Time (s)
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Existing PM Conditions
Existing PM Peak Hour
Existing Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
2%
10%
-2%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
1.00
1.00
0.95
0.95
1.00
1.00
1.00
Ped Bike Factor
1.00
0.99
0.99
0.99
0.99
0.98
Frt
0.995
0.995
0.853
0.850
0.975
Flt Protected
0.950
0.978
0.999
0.961
Satd. Flow (prot)
Flt Permitted
0.616
0.779
0.996
0.269
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
5.0
4.1
13.3
14.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
Heavy Vehicles (%)
0%
2%
0%
2%
3%
20%
50%
0%
0%
14%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
33%
50%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
0.94
1.02
1.11
1.11
1.22
1.28
1.22
1.17
1.19
0.84
1.19
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Right
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Existing PM Peak Hour
Existing Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
pm+pt
NA
pm+ov
pm+pt
NA
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
11.0
31.0
31.0
31.0
11.0
31.0
31.0
Total Split (s)
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
Total Split (%)
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
Maximum Green (s)
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
6.0
6.0
6.0
6.0
6.0
6.0
Lead/Lag
Lag
Lag
Lead
Lag
Lag
Lead
Lead
Lag
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
3.0
3.5
3.0
3.0
3.5
Recall Mode
C-Max
C-Max
None
C-Max
None
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
118.9
128.5
128.5
17.5
27.1
17.5
Actuated g/C Ratio
0.73
0.78
0.78
0.11
0.17
0.11
v/c Ratio
0.16
0.19
0.17
0.77
0.65
0.10
Control Delay (s/veh)
8.8
4.5
4.3
19.6
11.1
1.9
Queue Delay
0.0
0.5
1.3
0.0
0.0
0.0
Total Delay (s/veh)
8.8
5.0
5.6
19.6
11.1
1.9
LOS
A
A
A
B
B
A
Approach Delay (s/veh)
8.8
5.3
15.4
1.9
Approach LOS
A
A
B
A
Intersection Summary
Area Type:
Other
Cycle Length: 164
Actuated Cycle Length: 164
Offset: 0 (0%), Referenced to phase 6:EBWB, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay (s/veh): 11.3
Intersection LOS: B
Intersection Capacity Utilization 70.3%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 1: Veterans Plaza/Driveway & Croton Point Avenue
Existing PM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
0%
2%
-1%
-3%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
0.95
0.95
Ped Bike Factor
0.98
1.00
1.00
Frt
0.945
0.984
0.850
Flt Protected
0.971
0.957
Satd. Flow (prot)
Flt Permitted
0.521
0.957
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
No
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
4.1
9.0
16.1
20.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
Heavy Vehicles (%)
0%
0%
2%
1%
3%
0%
0%
0%
0%
3%
0%
1%
Adj. Flow (vph)
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.09
1.09
1.09
1.11
1.11
1.11
0.99
0.99
0.99
0.98
0.98
0.98
Turning Speed (mph)
Number of Detectors
Detector Template
Thru
Left
Thru
Left
Thru
Right
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Existing PM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Existing PM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
Perm
NA
Perm
Protected Phases
2 8
6 8
Permitted Phases
6 8
Detector Phase
2 8
6 8
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
22.0
24.0
24.0
24.0
Total Split (s)
26.0
36.0
36.0
36.0
Total Split (%)
21.3%
29.5%
29.5%
29.5%
Maximum Green (s)
20.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
Total Lost Time (s)
6.0
6.0
Lead/Lag
Lag
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
Flash Don't Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
53.8
98.4
11.6
11.6
Actuated g/C Ratio
0.44
0.81
0.10
0.10
v/c Ratio
0.59
0.29
0.54
0.53
Control Delay (s/veh)
27.6
2.8
64.4
64.6
Queue Delay
1.8
0.2
0.0
0.0
Total Delay (s/veh)
29.4
3.0
64.4
64.6
LOS
C
A
E
E
Approach Delay (s/veh)
29.4
3.0
64.5
Approach LOS
C
A
E
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.02
Intersection Signal Delay (s/veh): 23.8
Intersection LOS: C
Intersection Capacity Utilization 68.3%
ICU Level of Service C
Analysis Period (min) 15
Existing PM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Splits and Phases: 2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
Existing PM Peak Hour
Existing Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
10.0
5.0
5.0
10.0
5.0
Minimum Split (s)
31.0
31.0
20.0
31.0
20.0
Total Split (s)
40.0
36.0
20.0
66.0
20.0
Total Split (%)
33%
30%
16%
54%
16%
Maximum Green (s)
34.0
30.0
15.0
60.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
2.5
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
C-Max
None
Walk Time (s)
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Existing PM Peak Hour
Existing Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
5%
-2%
-4%
Lane Util. Factor
0.95
0.95
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
0.99
1.00
0.99
Frt
0.943
0.895
Flt Protected
0.989
0.989
Satd. Flow (prot)
Flt Permitted
0.712
0.923
Satd. Flow (perm)
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
9.0
5.8
12.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
Heavy Vehicles (%)
0%
1%
0%
0%
1%
0%
6%
0%
0%
0%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
1.11
1.02
1.13
1.13
1.03
0.99
0.99
0.99
0.97
0.97
0.97
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Existing PM Peak Hour
Existing Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Existing PM Peak Hour
Existing Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Turn Type
NA
Perm
NA
Perm
NA
Protected Phases
1 2 4
4 6
Permitted Phases
1 2 4
4 6
Detector Phase
1 2 4
1 2 4
4 6
4 6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
31.0
31.0
Total Split (s)
36.0
36.0
36.0
36.0
Total Split (%)
29.5%
29.5%
29.5%
29.5%
Maximum Green (s)
30.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
Total Lost Time (s)
6.0
6.0
Lead/Lag
Lead
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
80.0
81.0
30.0
Actuated g/C Ratio
0.66
0.66
0.25
v/c Ratio
0.26
0.32
1.02
Control Delay (s/veh)
5.6
9.4
78.8
Queue Delay
0.5
0.0
0.0
Total Delay (s/veh)
6.2
9.4
78.8
LOS
A
A
E
Approach Delay (s/veh)
6.2
9.4
78.8
Approach LOS
A
A
E
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.02
Intersection Signal Delay (s/veh): 30.7
Intersection LOS: C
Intersection Capacity Utilization 70.3%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
Existing PM Peak Hour
Existing Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Existing PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
10.0
5.0
5.0
Minimum Split (s)
22.0
31.0
20.0
31.0
24.0
20.0
Total Split (s)
26.0
40.0
20.0
66.0
36.0
20.0
Total Split (%)
21%
33%
16%
54%
30%
16%
Maximum Green (s)
20.0
34.0
15.0
60.0
30.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lag
Lead
Lag
Lead
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
2.5
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
C-Max
None
None
Walk Time (s)
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
No Build AM Conditions
No Build AM Peak Hour
No Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
2%
10%
-2%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
1.00
1.00
0.95
0.95
1.00
1.00
1.00
Ped Bike Factor
1.00
1.00
1.00
0.98
0.99
Frt
0.986
0.999
0.855
0.850
Flt Protected
0.950
0.985
0.998
0.950
Satd. Flow (prot)
Flt Permitted
0.690
0.858
0.992
0.488
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
6.6
4.1
13.3
14.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
Heavy Vehicles (%)
0%
14%
44%
1%
2%
0%
0%
0%
4%
0%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
25%
49%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
0.94
1.02
1.11
1.11
1.22
1.28
1.22
1.17
1.19
0.84
1.19
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Right
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
No Build AM Peak Hour
No Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
pm+pt
NA
pm+ov
pm+pt
NA
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
11.0
31.0
31.0
31.0
11.0
31.0
31.0
Total Split (s)
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
Total Split (%)
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
Maximum Green (s)
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
6.0
6.0
6.0
6.0
6.0
6.0
Lead/Lag
Lag
Lag
Lead
Lag
Lag
Lead
Lead
Lag
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
3.0
3.5
3.0
3.0
3.5
Recall Mode
C-Max
C-Max
None
C-Max
None
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
81.7
128.6
128.6
17.4
64.3
17.4
Actuated g/C Ratio
0.50
0.78
0.78
0.11
0.39
0.11
v/c Ratio
0.12
0.59
0.56
0.51
0.20
0.01
Control Delay (s/veh)
23.4
8.2
7.7
18.6
5.0
59.0
Queue Delay
0.0
11.1
10.5
0.0
0.0
0.0
Total Delay (s/veh)
23.4
19.3
18.2
18.6
5.0
59.0
LOS
C
B
B
B
A
E
Approach Delay (s/veh)
23.4
18.7
11.7
59.0
Approach LOS
C
B
B
E
Intersection Summary
Area Type:
Other
Cycle Length: 164
Actuated Cycle Length: 164
Offset: 0 (0%), Referenced to phase 6:EBWB, Start of Yellow
Natural Cycle: 125
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay (s/veh): 18.0
Intersection LOS: B
Intersection Capacity Utilization 61.6%
ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: Veterans Plaza/Driveway & Croton Point Avenue
No Build AM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
0%
2%
-1%
-3%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
0.95
0.95
Ped Bike Factor
0.99
1.00
Frt
0.952
0.889
0.850
Flt Protected
0.985
0.987
Satd. Flow (prot)
Flt Permitted
0.731
0.987
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
No
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
4.1
9.0
16.1
20.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
Heavy Vehicles (%)
0%
8%
3%
7%
1%
0%
0%
0%
0%
9%
0%
1%
Adj. Flow (vph)
Shared Lane Traffic (%)
43%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.09
1.09
1.09
1.11
1.11
1.11
0.99
0.99
0.99
0.98
0.98
0.98
Turning Speed (mph)
Number of Detectors
Detector Template
Thru
Left
Thru
Left
Thru
Right
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
No Build AM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
No Build AM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
Perm
NA
Perm
Protected Phases
2 8
6 8
Permitted Phases
6 8
Detector Phase
2 8
6 8
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
22.0
24.0
24.0
24.0
Total Split (s)
26.0
36.0
36.0
36.0
Total Split (%)
21.3%
29.5%
29.5%
29.5%
Maximum Green (s)
20.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
Total Lost Time (s)
6.0
6.0
Lead/Lag
Lag
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
Flash Don't Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
58.4
84.4
25.6
25.6
Actuated g/C Ratio
0.48
0.69
0.21
0.21
v/c Ratio
0.22
0.61
0.83
0.83
Control Delay (s/veh)
20.0
12.9
67.3
66.8
Queue Delay
3.2
0.3
0.0
0.0
Total Delay (s/veh)
23.2
13.1
67.3
66.8
LOS
C
B
E
E
Approach Delay (s/veh)
23.2
13.1
67.0
Approach LOS
C
B
E
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 115
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.44
Intersection Signal Delay (s/veh): 29.9
Intersection LOS: C
Intersection Capacity Utilization 76.4%
ICU Level of Service D
Analysis Period (min) 15
No Build AM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Splits and Phases: 2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
No Build AM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
10.0
5.0
5.0
10.0
5.0
Minimum Split (s)
31.0
31.0
20.0
31.0
20.0
Total Split (s)
40.0
36.0
20.0
66.0
20.0
Total Split (%)
33%
30%
16%
54%
16%
Maximum Green (s)
34.0
30.0
15.0
60.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
2.5
3.0
3.0
3.0
3.0
Recall Mode
Max
None
None
C-Max
None
Walk Time (s)
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
No Build AM Peak Hour
No Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
5%
-2%
-4%
Lane Util. Factor
0.95
0.95
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
0.99
1.00
1.00
0.99
Frt
0.962
0.999
0.949
0.927
Flt Protected
0.996
0.970
0.986
Satd. Flow (prot)
Flt Permitted
0.864
0.894
0.796
0.917
Satd. Flow (perm)
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
9.0
5.8
12.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
Heavy Vehicles (%)
50%
8%
10%
7%
2%
33%
2%
0%
8%
0%
0%
67%
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
1.11
1.02
1.13
1.13
1.03
0.99
0.99
0.99
0.97
0.97
0.97
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
No Build AM Peak Hour
No Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
No Build AM Peak Hour
No Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Turn Type
Perm
NA
Perm
NA
Perm
NA
Perm
NA
Protected Phases
1 2 4
4 6
Permitted Phases
1 2 4
4 6
Detector Phase
1 2 4
1 2 4
4 6
4 6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
31.0
31.0
Total Split (s)
36.0
36.0
36.0
36.0
Total Split (%)
29.5%
29.5%
29.5%
29.5%
Maximum Green (s)
30.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
-1.0
0.0
Total Lost Time (s)
5.0
6.0
Lead/Lag
Lead
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
80.0
81.0
31.0
30.0
Actuated g/C Ratio
0.66
0.66
0.25
0.25
v/c Ratio
0.18
0.42
1.44
0.08
Control Delay (s/veh)
3.7
10.4
247.4
22.8
Queue Delay
0.0
0.0
0.0
0.0
Total Delay (s/veh)
3.7
10.4
247.4
22.8
LOS
A
B
F
C
Approach Delay (s/veh)
3.7
10.4
247.4
22.8
Approach LOS
A
B
F
C
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 115
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.44
Intersection Signal Delay (s/veh): 85.5
Intersection LOS: F
Intersection Capacity Utilization 76.3%
ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
No Build AM Peak Hour
No Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
No Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
10.0
5.0
5.0
Minimum Split (s)
22.0
31.0
20.0
31.0
24.0
20.0
Total Split (s)
26.0
40.0
20.0
66.0
36.0
20.0
Total Split (%)
21%
33%
16%
54%
30%
16%
Maximum Green (s)
20.0
34.0
15.0
60.0
30.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lag
Lead
Lag
Lead
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
2.5
3.0
3.0
3.0
3.0
Recall Mode
None
Max
None
C-Max
None
None
Walk Time (s)
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
No Build PM Conditions
No Build PM Peak Hour
No Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
2%
10%
-2%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
1.00
1.00
0.95
0.95
1.00
1.00
1.00
Ped Bike Factor
1.00
0.99
0.99
0.99
0.99
0.98
Frt
0.994
0.995
0.853
0.850
0.975
Flt Protected
0.950
0.977
0.999
0.961
Satd. Flow (prot)
Flt Permitted
0.601
0.757
0.997
0.279
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
5.0
4.1
13.3
14.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
Heavy Vehicles (%)
0%
2%
0%
2%
3%
20%
50%
0%
0%
14%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
34%
50%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
0.94
1.02
1.11
1.11
1.22
1.28
1.22
1.17
1.19
0.84
1.19
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Right
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
No Build PM Peak Hour
No Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
pm+pt
NA
pm+ov
pm+pt
NA
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
11.0
31.0
31.0
31.0
11.0
31.0
31.0
Total Split (s)
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
Total Split (%)
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
Maximum Green (s)
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
6.0
6.0
6.0
6.0
6.0
6.0
Lead/Lag
Lag
Lag
Lead
Lag
Lag
Lead
Lead
Lag
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
3.0
3.5
3.0
3.0
3.5
Recall Mode
C-Max
C-Max
None
C-Max
None
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
116.4
128.0
128.0
18.0
29.6
18.0
Actuated g/C Ratio
0.71
0.78
0.78
0.11
0.18
0.11
v/c Ratio
0.18
0.22
0.20
0.78
0.65
0.10
Control Delay (s/veh)
10.3
4.8
4.7
19.3
10.1
1.8
Queue Delay
0.0
0.6
1.5
0.0
0.0
0.0
Total Delay (s/veh)
10.3
5.4
6.1
19.3
10.1
1.8
LOS
B
A
A
B
B
A
Approach Delay (s/veh)
10.3
5.8
14.8
1.8
Approach LOS
B
A
B
A
Intersection Summary
Area Type:
Other
Cycle Length: 164
Actuated Cycle Length: 164
Offset: 0 (0%), Referenced to phase 6:EBWB, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.78
Intersection Signal Delay (s/veh): 11.3
Intersection LOS: B
Intersection Capacity Utilization 71.1%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 1: Veterans Plaza/Driveway & Croton Point Avenue
No Build PM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
0%
2%
-1%
-3%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
0.95
0.95
Ped Bike Factor
0.99
1.00
1.00
Frt
0.948
0.989
0.850
Flt Protected
0.971
0.956
Satd. Flow (prot)
Flt Permitted
0.524
0.956
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
No
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
4.1
9.0
16.1
20.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
Heavy Vehicles (%)
0%
0%
2%
1%
3%
0%
0%
0%
0%
3%
0%
1%
Adj. Flow (vph)
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.09
1.09
1.09
1.11
1.11
1.11
0.99
0.99
0.99
0.98
0.98
0.98
Turning Speed (mph)
Number of Detectors
Detector Template
Thru
Left
Thru
Left
Thru
Right
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
No Build PM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
No Build PM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
Perm
NA
Perm
Protected Phases
2 8
6 8
Permitted Phases
6 8
Detector Phase
2 8
6 8
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
22.0
24.0
24.0
24.0
Total Split (s)
26.0
36.0
36.0
36.0
Total Split (%)
21.3%
29.5%
29.5%
29.5%
Maximum Green (s)
20.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
Total Lost Time (s)
6.0
6.0
Lead/Lag
Lag
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
Flash Don't Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
54.3
95.9
14.1
14.1
Actuated g/C Ratio
0.45
0.79
0.12
0.12
v/c Ratio
0.63
0.36
0.62
0.46
Control Delay (s/veh)
28.3
3.4
64.8
57.7
Queue Delay
4.2
0.2
0.0
0.0
Total Delay (s/veh)
32.5
3.7
64.8
57.7
LOS
C
A
E
E
Approach Delay (s/veh)
32.5
3.7
61.9
Approach LOS
C
A
E
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.16
Intersection Signal Delay (s/veh): 25.4
Intersection LOS: C
Intersection Capacity Utilization 71.7%
ICU Level of Service C
Analysis Period (min) 15
No Build PM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Splits and Phases: 2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
No Build PM Peak Hour
No Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
10.0
5.0
5.0
10.0
5.0
Minimum Split (s)
31.0
31.0
20.0
31.0
20.0
Total Split (s)
40.0
36.0
20.0
66.0
20.0
Total Split (%)
33%
30%
16%
54%
16%
Maximum Green (s)
34.0
30.0
15.0
60.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
2.5
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
C-Max
None
Walk Time (s)
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
No Build PM Peak Hour
No Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
5%
-2%
-4%
Lane Util. Factor
0.95
0.95
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
0.99
1.00
0.99
Frt
0.949
0.999
0.894
0.923
Flt Protected
0.989
0.990
0.986
Satd. Flow (prot)
Flt Permitted
0.847
0.683
0.926
0.860
Satd. Flow (perm)
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
9.0
5.8
12.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
Heavy Vehicles (%)
0%
1%
0%
0%
1%
0%
6%
0%
0%
0%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
1.11
1.02
1.13
1.13
1.03
0.99
0.99
0.99
0.97
0.97
0.97
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
No Build PM Peak Hour
No Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
No Build PM Peak Hour
No Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Turn Type
Perm
NA
Perm
NA
Perm
NA
Perm
NA
Protected Phases
1 2 4
4 6
Permitted Phases
1 2 4
4 6
Detector Phase
1 2 4
1 2 4
4 6
4 6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
31.0
31.0
Total Split (s)
36.0
36.0
36.0
36.0
Total Split (%)
29.5%
29.5%
29.5%
29.5%
Maximum Green (s)
30.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
-1.0
0.0
Total Lost Time (s)
5.0
6.0
Lead/Lag
Lead
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
80.0
81.0
31.0
30.0
Actuated g/C Ratio
0.66
0.66
0.25
0.25
v/c Ratio
0.35
0.40
1.16
0.02
Control Delay (s/veh)
7.4
10.3
121.8
26.1
Queue Delay
0.8
0.0
0.0
0.0
Total Delay (s/veh)
8.1
10.3
121.8
26.1
LOS
A
B
F
C
Approach Delay (s/veh)
8.1
10.3
121.8
26.1
Approach LOS
A
B
F
C
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.16
Intersection Signal Delay (s/veh): 45.5
Intersection LOS: D
Intersection Capacity Utilization 86.0%
ICU Level of Service E
Analysis Period (min) 15
Splits and Phases: 3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
No Build PM Peak Hour
No Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
No Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
10.0
5.0
5.0
Minimum Split (s)
22.0
31.0
20.0
31.0
24.0
20.0
Total Split (s)
26.0
40.0
20.0
66.0
36.0
20.0
Total Split (%)
21%
33%
16%
54%
30%
16%
Maximum Green (s)
20.0
34.0
15.0
60.0
30.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lag
Lead
Lag
Lead
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
2.5
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
C-Max
None
None
Walk Time (s)
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Build AM Conditions
Build AM Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
2%
10%
-2%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
1.00
1.00
0.95
0.95
1.00
1.00
1.00
Ped Bike Factor
1.00
1.00
1.00
0.99
0.99
1.00
Frt
0.986
0.998
0.856
0.850
0.994
Flt Protected
0.950
0.985
0.998
0.960
Satd. Flow (prot)
Flt Permitted
0.690
0.859
0.992
0.586
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
6.6
4.1
13.3
14.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
Heavy Vehicles (%)
0%
14%
44%
1%
2%
0%
0%
0%
4%
0%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
25%
49%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
0.94
1.02
1.11
1.11
1.22
1.28
1.22
1.17
1.19
0.84
1.19
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Right
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Build AM Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
pm+pt
NA
pm+ov
pm+pt
NA
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
11.0
31.0
31.0
31.0
11.0
31.0
31.0
Total Split (s)
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
Total Split (%)
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
Maximum Green (s)
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
6.0
6.0
6.0
6.0
6.0
6.0
Lead/Lag
Lag
Lag
Lead
Lag
Lag
Lead
Lead
Lag
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
3.0
3.5
3.0
3.0
3.5
Recall Mode
C-Max
C-Max
None
C-Max
None
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
81.1
128.4
128.4
17.6
64.9
17.6
Actuated g/C Ratio
0.49
0.78
0.78
0.11
0.40
0.11
v/c Ratio
0.12
0.59
0.56
0.51
0.20
0.18
Control Delay (s/veh)
23.6
8.2
7.8
18.9
4.9
63.0
Queue Delay
0.0
11.3
11.2
0.0
0.0
0.0
Total Delay (s/veh)
23.6
19.5
19.1
18.9
4.9
63.0
LOS
C
B
B
B
A
E
Approach Delay (s/veh)
23.6
19.3
11.9
63.0
Approach LOS
C
B
B
E
Intersection Summary
Area Type:
Other
Cycle Length: 164
Actuated Cycle Length: 164
Offset: 0 (0%), Referenced to phase 6:EBWB, Start of Yellow
Natural Cycle: 125
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay (s/veh): 19.1
Intersection LOS: B
Intersection Capacity Utilization 63.3%
ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: Veterans Plaza/Driveway & Croton Point Avenue
Build AM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
0%
2%
-1%
-3%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
0.95
0.95
Ped Bike Factor
0.99
1.00
Frt
0.951
0.889
0.850
Flt Protected
0.985
0.987
Satd. Flow (prot)
Flt Permitted
0.721
0.987
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
No
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
4.1
9.0
16.1
20.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
Heavy Vehicles (%)
0%
8%
3%
7%
1%
0%
0%
0%
0%
9%
0%
1%
Adj. Flow (vph)
Shared Lane Traffic (%)
43%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.09
1.09
1.09
1.11
1.11
1.11
0.99
0.99
0.99
0.98
0.98
0.98
Turning Speed (mph)
Number of Detectors
Detector Template
Thru
Left
Thru
Left
Thru
Right
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Build AM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Build AM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
Perm
NA
Perm
Protected Phases
2 8
6 8
Permitted Phases
6 8
Detector Phase
2 8
6 8
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
22.0
32.0
32.0
32.0
Total Split (s)
26.0
36.0
36.0
36.0
Total Split (%)
21.3%
29.5%
29.5%
29.5%
Maximum Green (s)
20.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
Total Lost Time (s)
6.0
6.0
Lead/Lag
Lag
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
Flash Don't Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
58.3
84.3
25.7
25.7
Actuated g/C Ratio
0.48
0.69
0.21
0.21
v/c Ratio
0.24
0.61
0.84
0.83
Control Delay (s/veh)
20.2
13.3
67.4
66.5
Queue Delay
3.8
0.3
0.0
0.0
Total Delay (s/veh)
23.9
13.5
67.4
66.5
LOS
C
B
E
E
Approach Delay (s/veh)
23.9
13.5
67.0
Approach LOS
C
B
E
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 115
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.44
Intersection Signal Delay (s/veh): 30.1
Intersection LOS: C
Intersection Capacity Utilization 76.6%
ICU Level of Service D
Analysis Period (min) 15
Build AM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Splits and Phases: 2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
Build AM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
10.0
5.0
5.0
10.0
5.0
Minimum Split (s)
31.0
31.0
20.0
31.0
20.0
Total Split (s)
40.0
36.0
20.0
66.0
20.0
Total Split (%)
33%
30%
16%
54%
16%
Maximum Green (s)
34.0
30.0
15.0
60.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
2.5
3.0
3.0
3.0
3.0
Recall Mode
Max
None
None
C-Max
None
Walk Time (s)
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Build AM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
5%
-2%
-4%
Lane Util. Factor
0.95
0.95
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
0.99
1.00
1.00
0.99
Frt
0.962
0.999
0.950
0.927
Flt Protected
0.996
0.970
0.986
Satd. Flow (prot)
Flt Permitted
0.864
0.893
0.796
0.917
Satd. Flow (perm)
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
9.0
5.8
12.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
Heavy Vehicles (%)
50%
8%
10%
7%
2%
33%
2%
0%
8%
0%
0%
67%
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
1.11
1.02
1.13
1.13
1.03
0.99
0.99
0.99
0.97
0.97
0.97
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Build AM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Build AM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Turn Type
Perm
NA
Perm
NA
Perm
NA
Perm
NA
Protected Phases
1 2 4
4 6
Permitted Phases
1 2 4
4 6
Detector Phase
1 2 4
1 2 4
4 6
4 6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
31.0
31.0
Total Split (s)
36.0
36.0
36.0
36.0
Total Split (%)
29.5%
29.5%
29.5%
29.5%
Maximum Green (s)
30.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
-1.0
0.0
Total Lost Time (s)
5.0
6.0
Lead/Lag
Lead
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
80.0
81.0
31.0
30.0
Actuated g/C Ratio
0.66
0.66
0.25
0.25
v/c Ratio
0.19
0.43
1.44
0.08
Control Delay (s/veh)
3.5
10.4
248.0
22.8
Queue Delay
0.0
0.0
0.0
0.0
Total Delay (s/veh)
3.5
10.4
248.0
22.8
LOS
A
B
F
C
Approach Delay (s/veh)
3.5
10.4
248.0
22.8
Approach LOS
A
B
F
C
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 115
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.44
Intersection Signal Delay (s/veh): 85.2
Intersection LOS: F
Intersection Capacity Utilization 76.8%
ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
Build AM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
10.0
5.0
5.0
Minimum Split (s)
22.0
31.0
20.0
31.0
32.0
20.0
Total Split (s)
26.0
40.0
20.0
66.0
36.0
20.0
Total Split (%)
21%
33%
16%
54%
30%
16%
Maximum Green (s)
20.0
34.0
15.0
60.0
30.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lag
Lead
Lag
Lead
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
2.5
3.0
3.0
3.0
3.0
Recall Mode
None
Max
None
C-Max
None
None
Walk Time (s)
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Build PM Conditions
Build PM Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
2%
10%
-2%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
1.00
1.00
0.95
0.95
1.00
1.00
1.00
Ped Bike Factor
1.00
0.99
0.99
0.98
0.99
0.99
Frt
0.994
0.984
0.856
0.850
0.992
Flt Protected
0.950
0.980
0.999
0.961
Satd. Flow (prot)
Flt Permitted
0.611
0.779
0.993
0.213
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
5.0
4.1
13.3
14.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
Heavy Vehicles (%)
0%
2%
0%
2%
3%
20%
50%
0%
0%
14%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
31%
49%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
0.94
1.02
1.11
1.11
1.22
1.28
1.22
1.17
1.19
0.84
1.19
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Right
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Build PM Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Turn Type
Perm
NA
pm+pt
NA
pm+pt
NA
pm+ov
pm+pt
NA
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
11.0
31.0
31.0
31.0
11.0
31.0
31.0
Total Split (s)
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
Total Split (%)
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
Maximum Green (s)
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
6.0
6.0
6.0
6.0
6.0
6.0
Lead/Lag
Lag
Lag
Lead
Lag
Lag
Lead
Lead
Lag
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
3.0
3.5
3.0
3.0
3.5
Recall Mode
C-Max
C-Max
None
C-Max
None
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
114.7
127.6
127.6
18.4
31.3
18.4
Actuated g/C Ratio
0.70
0.78
0.78
0.11
0.19
0.11
v/c Ratio
0.18
0.23
0.21
0.79
0.65
0.35
Control Delay (s/veh)
11.1
5.0
4.8
20.7
9.6
78.9
Queue Delay
0.0
0.7
1.6
0.0
0.0
0.0
Total Delay (s/veh)
11.1
5.7
6.4
20.7
9.6
78.9
LOS
B
A
A
C
A
E
Approach Delay (s/veh)
11.1
6.0
15.2
78.9
Approach LOS
B
A
B
E
Intersection Summary
Area Type:
Other
Cycle Length: 164
Actuated Cycle Length: 164
Offset: 0 (0%), Referenced to phase 6:EBWB, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay (s/veh): 12.6
Intersection LOS: B
Intersection Capacity Utilization 71.9%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 1: Veterans Plaza/Driveway & Croton Point Avenue
Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
0%
2%
-1%
-3%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
0.95
0.95
Ped Bike Factor
0.99
1.00
1.00
Frt
0.947
0.989
0.850
Flt Protected
0.972
0.956
Satd. Flow (prot)
Flt Permitted
0.523
0.956
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
No
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
4.1
9.0
16.1
20.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
Heavy Vehicles (%)
0%
0%
2%
1%
3%
0%
0%
0%
0%
3%
0%
1%
Adj. Flow (vph)
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.09
1.09
1.09
1.11
1.11
1.11
0.99
0.99
0.99
0.98
0.98
0.98
Turning Speed (mph)
Number of Detectors
Detector Template
Thru
Left
Thru
Left
Thru
Right
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
Perm
NA
Perm
Protected Phases
2 8
6 8
Permitted Phases
6 8
Detector Phase
2 8
6 8
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
22.0
31.0
31.0
31.0
Total Split (s)
26.0
36.0
36.0
36.0
Total Split (%)
21.3%
29.5%
29.5%
29.5%
Maximum Green (s)
20.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
Total Lost Time (s)
6.0
6.0
Lead/Lag
Lag
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
Flash Don't Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
54.4
95.9
14.1
14.1
Actuated g/C Ratio
0.45
0.79
0.12
0.12
v/c Ratio
0.64
0.37
0.62
0.48
Control Delay (s/veh)
28.4
3.5
64.8
58.4
Queue Delay
4.9
0.2
0.0
0.0
Total Delay (s/veh)
33.3
3.8
64.8
58.4
LOS
C
A
E
E
Approach Delay (s/veh)
33.3
3.8
62.1
Approach LOS
C
A
E
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.19
Intersection Signal Delay (s/veh): 25.7
Intersection LOS: C
Intersection Capacity Utilization 72.0%
ICU Level of Service C
Analysis Period (min) 15
Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Splits and Phases: 2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
10.0
5.0
5.0
10.0
5.0
Minimum Split (s)
31.0
31.0
20.0
31.0
20.0
Total Split (s)
40.0
36.0
20.0
66.0
20.0
Total Split (%)
33%
30%
16%
54%
16%
Maximum Green (s)
34.0
30.0
15.0
60.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
2.5
3.0
3.0
3.0
0.2
Recall Mode
None
None
None
C-Max
None
Walk Time (s)
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Build PM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
5%
-2%
-4%
Lane Util. Factor
0.95
0.95
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
0.99
1.00
0.99
Frt
0.949
0.999
0.895
0.923
Flt Protected
0.989
0.989
0.986
Satd. Flow (prot)
Flt Permitted
0.847
0.683
0.922
0.863
Satd. Flow (perm)
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
9.0
5.8
12.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
Heavy Vehicles (%)
0%
1%
0%
0%
1%
0%
6%
0%
0%
0%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
1.11
1.02
1.13
1.13
1.03
0.99
0.99
0.99
0.97
0.97
0.97
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Build PM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Build PM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Turn Type
Perm
NA
Perm
NA
Perm
NA
Perm
NA
Protected Phases
1 2 4
4 6
Permitted Phases
1 2 4
4 6
Detector Phase
1 2 4
1 2 4
4 6
4 6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
31.0
31.0
Total Split (s)
36.0
36.0
36.0
36.0
Total Split (%)
29.5%
29.5%
29.5%
29.5%
Maximum Green (s)
30.0
30.0
30.0
30.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
-1.0
0.0
Total Lost Time (s)
5.0
6.0
Lead/Lag
Lead
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
80.0
81.0
31.0
30.0
Actuated g/C Ratio
0.66
0.66
0.25
0.25
v/c Ratio
0.36
0.41
1.19
0.02
Control Delay (s/veh)
7.3
10.4
136.5
26.1
Queue Delay
0.8
0.0
0.0
0.0
Total Delay (s/veh)
8.1
10.4
136.5
26.1
LOS
A
B
F
C
Approach Delay (s/veh)
8.1
10.4
136.5
26.1
Approach LOS
A
B
F
C
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.19
Intersection Signal Delay (s/veh): 50.4
Intersection LOS: D
Intersection Capacity Utilization 86.7%
ICU Level of Service E
Analysis Period (min) 15
Splits and Phases: 3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
Build PM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/24/2024
Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
10.0
5.0
5.0
Minimum Split (s)
22.0
31.0
20.0
31.0
31.0
20.0
Total Split (s)
26.0
40.0
20.0
66.0
36.0
20.0
Total Split (%)
21%
33%
16%
54%
30%
16%
Maximum Green (s)
20.0
34.0
15.0
60.0
30.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lag
Lead
Lag
Lead
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
2.5
3.0
3.0
3.0
0.2
Recall Mode
None
None
None
C-Max
None
None
Walk Time (s)
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Mitigation Build AM Conditions
Mitigation Build AM Peak Hour
Mitigation Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
2%
10%
-2%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
1.00
1.00
0.95
0.95
1.00
1.00
1.00
Ped Bike Factor
1.00
1.00
1.00
0.99
0.99
1.00
Frt
0.986
0.998
0.856
0.850
0.994
Flt Protected
0.950
0.985
0.998
0.960
Satd. Flow (prot)
Flt Permitted
0.690
0.859
0.992
0.586
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
6.6
4.1
13.3
14.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
Heavy Vehicles (%)
0%
14%
44%
1%
2%
0%
0%
0%
4%
0%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
25%
49%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
0.94
1.02
1.11
1.11
1.22
1.28
1.22
1.17
1.19
0.84
1.19
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Right
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Mitigation Build AM Peak Hour
Mitigation Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
pm+pt
NA
pm+ov
pm+pt
NA
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
11.0
31.0
31.0
31.0
11.0
31.0
31.0
Total Split (s)
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
Total Split (%)
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
Maximum Green (s)
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
6.0
6.0
6.0
6.0
6.0
6.0
Lead/Lag
Lag
Lag
Lead
Lag
Lag
Lead
Lead
Lag
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
3.0
3.5
3.0
3.0
3.5
Recall Mode
C-Max
C-Max
None
C-Max
None
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
81.1
128.4
128.4
17.6
64.9
17.6
Actuated g/C Ratio
0.49
0.78
0.78
0.11
0.40
0.11
v/c Ratio
0.12
0.59
0.56
0.51
0.20
0.18
Control Delay (s/veh)
23.6
8.2
7.8
18.9
4.9
63.0
Queue Delay
0.0
11.3
11.2
0.0
0.0
0.0
Total Delay (s/veh)
23.6
19.5
19.1
18.9
4.9
63.0
LOS
C
B
B
B
A
E
Approach Delay (s/veh)
23.6
19.3
11.9
63.0
Approach LOS
C
B
B
E
Intersection Summary
Area Type:
Other
Cycle Length: 164
Actuated Cycle Length: 164
Offset: 0 (0%), Referenced to phase 6:EBWB, Start of Yellow
Natural Cycle: 125
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.59
Intersection Signal Delay (s/veh): 19.1
Intersection LOS: B
Intersection Capacity Utilization 63.3%
ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 1: Veterans Plaza/Driveway & Croton Point Avenue
Mitigation Build AM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
0%
2%
-1%
-3%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
0.95
0.95
Ped Bike Factor
0.99
1.00
Frt
0.951
0.889
0.850
Flt Protected
0.985
0.987
Satd. Flow (prot)
Flt Permitted
0.724
0.987
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
No
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
4.1
9.0
16.1
20.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
Heavy Vehicles (%)
0%
8%
3%
7%
1%
0%
0%
0%
0%
9%
0%
1%
Adj. Flow (vph)
Shared Lane Traffic (%)
43%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.09
1.09
1.09
1.11
1.11
1.11
0.99
0.99
0.99
0.98
0.98
0.98
Turning Speed (mph)
Number of Detectors
Detector Template
Thru
Left
Thru
Left
Thru
Right
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Mitigation Build AM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Mitigation Build AM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
Perm
NA
Perm
Protected Phases
2 8
6 8
Permitted Phases
6 8
Detector Phase
2 8
6 8
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
22.0
32.0
32.0
32.0
Total Split (s)
18.0
51.0
51.0
51.0
Total Split (%)
14.8%
41.8%
41.8%
41.8%
Maximum Green (s)
12.0
45.0
45.0
45.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
Total Lost Time (s)
6.0
6.0
Lead/Lag
Lag
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
Flash Don't Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
64.1
82.1
27.9
27.9
Actuated g/C Ratio
0.53
0.67
0.23
0.23
v/c Ratio
0.22
0.65
0.77
0.76
Control Delay (s/veh)
17.2
10.7
57.8
57.4
Queue Delay
2.7
0.1
0.0
0.0
Total Delay (s/veh)
20.0
10.8
57.8
57.4
LOS
B
B
E
E
Approach Delay (s/veh)
20.0
10.8
57.6
Approach LOS
B
B
E
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 115
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.99
Intersection Signal Delay (s/veh): 25.3
Intersection LOS: C
Intersection Capacity Utilization 76.6%
ICU Level of Service D
Analysis Period (min) 15
Mitigation Build AM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Splits and Phases: 2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
Mitigation Build AM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
10.0
5.0
5.0
10.0
5.0
Minimum Split (s)
31.0
31.0
20.0
31.0
20.0
Total Split (s)
36.0
51.0
17.0
54.0
17.0
Total Split (%)
30%
42%
14%
44%
14%
Maximum Green (s)
30.0
45.0
12.0
48.0
12.0
Yellow Time (s)
4.0
4.0
3.5
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
2.5
3.0
3.0
3.0
3.0
Recall Mode
Max
None
None
C-Max
None
Walk Time (s)
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Mitigation Build AM Peak Hour
Mitigation Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
5%
-2%
-4%
Lane Util. Factor
0.95
0.95
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
0.99
1.00
1.00
0.99
Frt
0.962
0.999
0.950
0.927
Flt Protected
0.996
0.970
0.986
Satd. Flow (prot)
Flt Permitted
0.861
0.892
0.796
0.877
Satd. Flow (perm)
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
9.0
5.8
12.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
0.91
Heavy Vehicles (%)
50%
8%
10%
7%
2%
33%
2%
0%
8%
0%
0%
67%
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
1.11
1.02
1.13
1.13
1.03
0.99
0.99
0.99
0.97
0.97
0.97
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Mitigation Build AM Peak Hour
Mitigation Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Mitigation Build AM Peak Hour
Mitigation Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Turn Type
Perm
NA
Perm
NA
Perm
NA
Perm
NA
Protected Phases
1 2 4
4 6
Permitted Phases
1 2 4
4 6
Detector Phase
1 2 4
1 2 4
4 6
4 6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
31.0
31.0
Total Split (s)
51.0
51.0
51.0
51.0
Total Split (%)
41.8%
41.8%
41.8%
41.8%
Maximum Green (s)
45.0
45.0
45.0
45.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
-1.0
0.0
Total Lost Time (s)
5.0
6.0
Lead/Lag
Lead
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
65.0
66.0
46.0
45.0
Actuated g/C Ratio
0.53
0.54
0.38
0.37
v/c Ratio
0.23
0.52
0.99
0.06
Control Delay (s/veh)
9.8
19.4
72.9
15.9
Queue Delay
0.0
0.0
0.0
0.0
Total Delay (s/veh)
9.8
19.4
72.9
15.9
LOS
A
B
E
B
Approach Delay (s/veh)
9.8
19.4
72.9
15.9
Approach LOS
A
B
E
B
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 115
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.99
Intersection Signal Delay (s/veh): 34.7
Intersection LOS: C
Intersection Capacity Utilization 76.8%
ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
Mitigation Build AM Peak Hour
Mitigation Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/25/2024
Mitigation Build AM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
10.0
5.0
5.0
Minimum Split (s)
22.0
31.0
20.0
31.0
32.0
20.0
Total Split (s)
18.0
36.0
17.0
54.0
51.0
17.0
Total Split (%)
15%
30%
14%
44%
42%
14%
Maximum Green (s)
12.0
30.0
12.0
48.0
45.0
12.0
Yellow Time (s)
4.0
4.0
3.5
4.0
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lag
Lead
Lag
Lead
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
2.5
3.0
3.0
3.0
3.0
Recall Mode
None
Max
None
C-Max
None
None
Walk Time (s)
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Mitigation Build PM Conditions
Mitigation Build PM Peak Hour
Mitigation Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
2%
10%
-2%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
1.00
1.00
0.95
0.95
1.00
1.00
0.95
0.95
1.00
1.00
1.00
Ped Bike Factor
1.00
0.99
0.99
0.98
0.99
0.99
Frt
0.994
0.984
0.856
0.850
0.992
Flt Protected
0.950
0.980
0.999
0.961
Satd. Flow (prot)
Flt Permitted
0.611
0.779
0.993
0.213
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
5.0
4.1
13.3
14.5
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.82
Heavy Vehicles (%)
0%
2%
0%
2%
3%
20%
50%
0%
0%
14%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
31%
49%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
0.94
1.02
1.11
1.11
1.22
1.28
1.22
1.17
1.19
0.84
1.19
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Right
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Mitigation Build PM Peak Hour
Mitigation Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Turn Type
Perm
NA
pm+pt
NA
pm+pt
NA
pm+ov
pm+pt
NA
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
11.0
31.0
31.0
31.0
11.0
31.0
31.0
Total Split (s)
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
41.0
Total Split (%)
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
25.0%
Maximum Green (s)
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
35.0
Yellow Time (s)
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
0.0
0.0
0.0
0.0
Total Lost Time (s)
6.0
6.0
6.0
6.0
6.0
6.0
Lead/Lag
Lag
Lag
Lead
Lag
Lag
Lead
Lead
Lag
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
3.0
3.5
3.0
3.0
3.5
Recall Mode
C-Max
C-Max
None
C-Max
None
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
114.7
127.6
127.6
18.4
31.3
18.4
Actuated g/C Ratio
0.70
0.78
0.78
0.11
0.19
0.11
v/c Ratio
0.18
0.23
0.21
0.79
0.65
0.35
Control Delay (s/veh)
11.1
5.0
4.8
20.7
9.6
78.9
Queue Delay
0.0
0.7
1.6
0.0
0.0
0.0
Total Delay (s/veh)
11.1
5.7
6.4
20.7
9.6
78.9
LOS
B
A
A
C
A
E
Approach Delay (s/veh)
11.1
6.0
15.2
78.9
Approach LOS
B
A
B
E
Intersection Summary
Area Type:
Other
Cycle Length: 164
Actuated Cycle Length: 164
Offset: 0 (0%), Referenced to phase 6:EBWB, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.79
Intersection Signal Delay (s/veh): 12.6
Intersection LOS: B
Intersection Capacity Utilization 71.9%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 1: Veterans Plaza/Driveway & Croton Point Avenue
Mitigation Build PM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
0%
2%
-1%
-3%
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
1.00
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
0.95
0.95
Ped Bike Factor
0.99
1.00
1.00
Frt
0.947
0.989
0.850
Flt Protected
0.972
0.956
Satd. Flow (prot)
Flt Permitted
0.516
0.956
Satd. Flow (perm)
Right Turn on Red
No
Yes
Yes
No
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
4.1
9.0
16.1
20.6
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
Heavy Vehicles (%)
0%
0%
2%
1%
3%
0%
0%
0%
0%
3%
0%
1%
Adj. Flow (vph)
Shared Lane Traffic (%)
10%
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.09
1.09
1.09
1.11
1.11
1.11
0.99
0.99
0.99
0.98
0.98
0.98
Turning Speed (mph)
Number of Detectors
Detector Template
Thru
Left
Thru
Left
Thru
Right
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Mitigation Build PM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Storage Length (ft)
Storage Lanes
Taper Length (ft)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Mitigation Build PM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
Turn Type
NA
pm+pt
NA
Perm
NA
Perm
Protected Phases
2 8
6 8
Permitted Phases
6 8
Detector Phase
2 8
6 8
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
22.0
31.0
31.0
31.0
Total Split (s)
20.0
42.0
42.0
42.0
Total Split (%)
16.4%
34.4%
34.4%
34.4%
Maximum Green (s)
14.0
36.0
36.0
36.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
0.0
0.0
Total Lost Time (s)
6.0
6.0
Lead/Lag
Lag
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
Flash Don't Walk (s)
Pedestrian Calls (#/hr)
Act Effct Green (s)
59.8
95.9
14.1
14.1
Actuated g/C Ratio
0.49
0.79
0.12
0.12
v/c Ratio
0.58
0.38
0.62
0.48
Control Delay (s/veh)
23.9
3.6
64.6
58.3
Queue Delay
2.7
0.2
0.0
0.0
Total Delay (s/veh)
26.6
3.8
64.6
58.3
LOS
C
A
E
E
Approach Delay (s/veh)
26.6
3.8
62.0
Approach LOS
C
A
E
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay (s/veh): 22.3
Intersection LOS: C
Intersection Capacity Utilization 72.0%
ICU Level of Service C
Analysis Period (min) 15
Mitigation Build PM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Splits and Phases: 2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
Mitigation Build PM Peak Hour
Mitigation Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø2
Ø3
Ø4
Ø6
Ø8
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
10.0
5.0
5.0
10.0
5.0
Minimum Split (s)
31.0
31.0
20.0
31.0
20.0
Total Split (s)
40.0
42.0
20.0
60.0
20.0
Total Split (%)
33%
34%
16%
49%
16%
Maximum Green (s)
34.0
36.0
15.0
54.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lead
Lead
Lag
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
2.5
3.0
3.0
3.0
0.2
Recall Mode
None
None
None
C-Max
None
Walk Time (s)
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Mitigation Build PM Peak Hour
Mitigation Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
3%
5%
-2%
-4%
Lane Util. Factor
0.95
0.95
0.95
0.95
0.95
0.95
1.00
1.00
1.00
1.00
1.00
1.00
Ped Bike Factor
0.99
1.00
0.99
Frt
0.949
0.999
0.895
0.923
Flt Protected
0.989
0.989
0.986
Satd. Flow (prot)
Flt Permitted
0.846
0.681
0.922
0.921
Satd. Flow (perm)
Right Turn on Red
Yes
Yes
Yes
Yes
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
9.0
5.8
12.2
2.8
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
Heavy Vehicles (%)
0%
1%
0%
0%
1%
0%
6%
0%
0%
0%
0%
0%
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
No
No
No
No
No
No
No
No
No
No
No
No
Lane Alignment
Left
Left
Right
Left
Left
Right
Left
Left
Right
Left
Left
Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
1.02
1.11
1.02
1.13
1.13
1.03
0.99
0.99
0.99
0.97
0.97
0.97
Turning Speed (mph)
Number of Detectors
Detector Template
Left
Thru
Left
Thru
Left
Thru
Left
Thru
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 1 Channel
Detector 1 Extend (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Queue (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 1 Delay (s)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Cl+Ex
Cl+Ex
Cl+Ex
Cl+Ex
Detector 2 Channel
Detector 2 Extend (s)
0.0
0.0
0.0
0.0
Mitigation Build PM Peak Hour
Mitigation Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Lane Configurations
Traffic Volume (vph)
Future Volume (vph)
Ideal Flow (vphpl)
Lane Width (ft)
Grade (%)
Lane Util. Factor
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Right Turn on Red
Satd. Flow (RTOR)
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Peak Hour Factor
Heavy Vehicles (%)
Adj. Flow (vph)
Shared Lane Traffic (%)
Lane Group Flow (vph)
Enter Blocked Intersection
Lane Alignment
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor
Turning Speed (mph)
Number of Detectors
Detector Template
Leading Detector (ft)
Trailing Detector (ft)
Detector 1 Position(ft)
Detector 1 Size(ft)
Detector 1 Type
Detector 1 Channel
Detector 1 Extend (s)
Detector 1 Queue (s)
Detector 1 Delay (s)
Detector 2 Position(ft)
Detector 2 Size(ft)
Detector 2 Type
Detector 2 Channel
Detector 2 Extend (s)
Mitigation Build PM Peak Hour
Mitigation Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Turn Type
Perm
NA
Perm
NA
Perm
NA
Perm
NA
Protected Phases
1 2 4
4 6
Permitted Phases
1 2 4
4 6
Detector Phase
1 2 4
1 2 4
4 6
4 6
Switch Phase
Minimum Initial (s)
5.0
5.0
5.0
5.0
Minimum Split (s)
31.0
31.0
31.0
31.0
Total Split (s)
42.0
42.0
42.0
42.0
Total Split (%)
34.4%
34.4%
34.4%
34.4%
Maximum Green (s)
36.0
36.0
36.0
36.0
Yellow Time (s)
4.0
4.0
4.0
4.0
All-Red Time (s)
2.0
2.0
2.0
2.0
Lost Time Adjust (s)
-1.0
0.0
Total Lost Time (s)
5.0
6.0
Lead/Lag
Lead
Lead
Lead
Lead
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
3.0
3.0
3.0
Recall Mode
None
None
None
None
Walk Time (s)
7.0
7.0
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
74.0
75.0
37.0
36.0
Actuated g/C Ratio
0.61
0.61
0.30
0.30
v/c Ratio
0.38
0.44
1.03
0.01
Control Delay (s/veh)
11.8
13.6
78.5
22.9
Queue Delay
0.8
0.0
0.0
0.0
Total Delay (s/veh)
12.5
13.6
78.5
22.9
LOS
B
B
E
C
Approach Delay (s/veh)
12.5
13.6
78.5
22.9
Approach LOS
B
B
E
C
Intersection Summary
Area Type:
Other
Cycle Length: 122
Actuated Cycle Length: 122
Offset: 95 (78%), Referenced to phase 6:WBTL, Start of Yellow
Natural Cycle: 105
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.03
Intersection Signal Delay (s/veh): 34.2
Intersection LOS: C
Intersection Capacity Utilization 86.7%
ICU Level of Service E
Analysis Period (min) 15
Splits and Phases: 3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
Mitigation Build PM Peak Hour
Mitigation Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
09/25/2024
Mitigation Build PM Peak Hour
Synchro 12 Report
Kimley-Horn
Lane Group
Ø1
Ø2
Ø4
Ø6
Ø7
Ø8
Turn Type
Protected Phases
Permitted Phases
Detector Phase
Switch Phase
Minimum Initial (s)
5.0
10.0
5.0
10.0
5.0
5.0
Minimum Split (s)
22.0
31.0
20.0
31.0
31.0
20.0
Total Split (s)
20.0
40.0
20.0
60.0
42.0
20.0
Total Split (%)
16%
33%
16%
49%
34%
16%
Maximum Green (s)
14.0
34.0
15.0
54.0
36.0
15.0
Yellow Time (s)
4.0
4.0
3.5
4.0
4.0
3.5
All-Red Time (s)
2.0
2.0
1.5
2.0
2.0
1.5
Lost Time Adjust (s)
Total Lost Time (s)
Lead/Lag
Lag
Lead
Lag
Lead
Lag
Lead-Lag Optimize?
Yes
Yes
Yes
Yes
Yes
Vehicle Extension (s)
3.0
2.5
3.0
3.0
3.0
0.2
Recall Mode
None
None
None
C-Max
None
None
Walk Time (s)
7.0
7.0
Flash Don't Walk (s)
18.0
18.0
Pedestrian Calls (#/hr)
Act Effct Green (s)
Actuated g/C Ratio
v/c Ratio
Control Delay (s/veh)
Queue Delay
Total Delay (s/veh)
LOS
Approach Delay (s/veh)
Approach LOS
Intersection Summary
Machine-extracted for search and reference — the original PDF is the authoritative version.