Kimley Horn memo regarding traffic comments 12.16.24

site plan 95 pages
Meeting: portal event 1012 (no meeting page on file)
Agenda item: New Business — WBP Development, LLC - 1 Croton Point Ave./ "Lot A" (79.17-1-5,4 &3) - Application for Site Plan Approval for Five-Story Building with 100 Dwelling Units
Site plan, 95 pages. Attached to agenda item: “New Business — WBP Development, LLC - 1 Croton Point Ave./ "Lot A" (79.17-1-5,4 &3) - Application for Site Plan Approval for Five-Story Building with 100 Dwelling Units”
Retrieved 2026-04-15 from the village's meeting portal. View the original PDF ↗
Also attached to this agenda item: 01 OP-1 Alt - Revised Entrance 2024-09-24 WBP Croton Point Ave Full set SS 250204 1CrotonPoint PlanningBoardIssue Comment Letter Memo from Village Attorney 1.30.25 Preliminary Wastwater Engineering Report Preliminary Water Engineering Report Redacted Site Plan Application 1-3 Croton Point Avenue SWPPP24154 080124 SS
Extracted text
Kimley-Horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY  10601
914-368-9200
MEMORANDUM
To:
Mr. John R. Bainlardi, Vice President
WBP Development LLC
480 Bedford Road,
Chappaqua, NY 10514
From:
John Canning, P.E.
Kimley-Horn Engineering and Landscape Architecture of New York, P.C.
Date:
October 16, 2024
Subject: 
1-3 Croton Point Avenue
Village of Croton-on-Hudson, New York
Kimley-Horn prepared this Memorandum to respond to comments provided by AKRF, Inc. (transmitted
on October 4, 2024) on the 1-3 Croton Point Avenue. AKRF’s comments are in response to the following
documents provided by the Applicant for a proposed residential building at the above property.
· 
September 24, 2024, Response to Planning Board Comments Letter from Kimley-Horn
Engineering and Landscape Architecture
· 
September 25, 204, Traffic Impact Study prepared by Kimley-Horn Engineering and Landscape
Architecture
The comments (numbered per AKRF’s document) and responses are provided below.
a) Comment: The collected traffic count data should be included as part of the appendix of TIS so that
the peak hours and traffic volumes presented in the TIS can be verified.
Response: All traffic counts have been provided. Please see the attached.
b) Comment: The requested changes have been made in the September 27, 2024 FEAF with regard
to (1) identifying the Croton Point Avenue and Route 9/9A Northbound ramps as an intersection that
could experience traffic impacts and (2) updating the ITE Land Use code and respective trip generation
numbers to be based on the ITE data for ITE Land Use 221 “Multifamily Housing (Mid-Rise)”.
Response: No further comment.
c) Comment: The Applicant has not eliminated the eastern one-way site driveway along Croton Point
Avenue as recommended based on input from the Croton Harmon Union Free School District
Transportation Director. The TIS has conservatively assumed that all project-generated traffic would
only utilize the main central driveway (and not the eastern one-way site driveway) to enter and exit the
site.

kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY  10601
914-368-9200
Response: The Applicant is working through this concept as a part of the site plan review to confirm
the best configuration.
e) Comment: Select a tree species for this location that will leaf out above line of sight to minimize its
potential impact on motorists. This criteria for tree species should apply to all trees on-site adjacent to
any parking spaces and/or parking aisles where sight lines may be impeded by trees.
Response: Comment noted. This criterion will apply to all trees on-site where sight lines may be
impeded by said trees.
f) Comment: The Applicant has relocated the surface parking space adjacent to the garage entrance
to the northern parking lot as requested.
Response: No further response.
g) Comment: As trash would be picked up from the trash room (and not an outdoor dumpster) the
turning path analysis drawing for the garbage truck should be modified to show how the garbage truck
would maneuver to and from the loading dock/trash room door so that the truck’s rear is facing the
loading dock. Similarly, the turning path analysis drawing for the SU-40 truck should show how the
truck would maneuver to and from the loading dock door so that the truck’s rear is facing the loading
dock.
Response: The garbage and delivery trucks cannot reverse fully to the loading dock/trash room door
without eliminating parking. The garbage and delivery trucks are available only a few days a week. The
garbage dumpster will be rolled out of the building on wheels and turned so it can be emptied into
garbage truck. Deliveries will be taken off the back of delivery trucks, turned and brought into the
building, where they will have to be turned again multiple times to be delivered to their destination. See
revised truck turning.
1. Comment: The turning path analysis drawings for the garbage truck and SU-40 truck should be
modified to show how the garbage and SU-40 trucks would maneuver to and from the loading
dock/trash room door so that the truck’s rear is facing the loading dock.
Response: Responses to the turning path analysis are addressed above.
2. Comment: The turning path analysis drawing for the passenger car/delivery van shows these
vehicles utilizing the eastern driveway, which is being proposed for school bus and emergency vehicle
use only. This drawing should be revised if the eastern driveway is indeed for school bus and
emergency vehicle use only.
Response: The Applicant is working through this concept as a part of the site plan review to confirm
the best configuration. The front of building turning analysis has been modified to show what it would
look like if the eastern driveway were closed.

kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY  10601
914-368-9200
3. Comment: The Village Manager clarified that the current parking count in Lot A is 122 spaces, not
134. This number should be verified and the revised TIS should update any references to the current
capacity of Lot A accordingly.
Response: As indicated in the AKRF memo, dated August 31, 2022, there were 134 spaces in Lot
A.  However, the Village Manager has indicated that the Village terminated its lease of the spaces on
DOT property next to the railroad, and the Village currently has 122 spaces in Lot A.  As previously
indicated in Kimley-Horn memo, dated September 13, 2024, these spaces will be eliminated but were
more than compensated for by the addition of spaces in the Lot next to the train station and the
elimination of these parking spaces will not have a significant adverse impact on area parking.
4. Comment: The parking demand calculations should be revised to be based on ITE Land Use 221
(“Multifamily Housing – Mid-Rise”) so that they are consistent with the Land Use utilized to develop the
trip generation traffic volumes.
Response: While the project is an affordable housing development which has its own category in the
ITE, for consistency, KH calculated parking demand based on ITE Land Use Code (LUC) 221. The
project has 100 units with 154 bedrooms. Based on the ITE LUC 221, which is located close to rail, and
using bedrooms as the independent variable, the parking demand will be 102 vehicles. The project has
105 parking proposed spots which satisfies the demand. Please see the image below for details.
5. Comment: Please see “Review of Responses to 8/19/24 Comments” section above.

kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY  10601
914-368-9200
Response: The response to the “Review of Responses to 8/19/24 Comments” have been addressed,
above.
6. Comment: Please recheck the project-generated traffic volumes
Response: Comment noted. It appears the discrepancy is the relocation of existing Lot A traffic, and
we believe the traffic volume and analysis are correct.
7. Comment: The TIS should present the impact criteria utilized to identify traffic impacts.
Response: Previous studies in the Village of Croton-on Hudson (including the rezoning study) suggest
that a change from ‘LOS D’ to ‘E’ or ‘F’, a change from ‘LOS E’ to ‘F’, or an increase in delay of more
than 10% when the No-Build condition is ‘LOS F’ would be considered significant.
8. Comment: For the southbound approach at the Croton Point Avenue and Veteran’s Plaza
intersection and the northbound approach at the Croton Point Avenue and Route 9/9A Northbound
On/Off Ramps intersection should be identified as impacts and improvements should be proposed.
Response: Kimley-Horn has corrected a delay calculation for the No Build site driveway (see attached).
There is no longer a decline in LOS exiting the driveway (though there is a delay increase in
approximately 16.8 secs). At the NB ramp, technically, the addition of 8 vehicles increases the delay
by 15%, which is more than the 10% threshold used previously in past studies. While we believe this
increase in delay, may be larger than what will occur, the calculated delay can be restored to No-build
conditions by transferring 1.5 seconds from the protected left-turn phase onto the southbound Route
9/9A on-ramp (phase 11) to the northbound and southbound off-ramp phase (phase 3 and 7).
To restore the delay on the southbound approach to no build conditions on the south driveway the
amount of time on the north-south protected turn phases (phase 8) will need to be reduced by 27
seconds2. Please see the attached synchro files for more details3.
9. Comment: Include the details of the signal timing changes.
Response: This application is to construct affordable housing at the intersection that serves one of the
busiest train stations on Metro-North’s Hudson line. Delays at this intersection are due to train station
traffic and will prevail regardless of whether or not the affordable housing project is approved. However,
based on a review of the signal timings it was determined if the timing changes listed below were
implemented, all ‘LOS F’ conditions could be improved to at least ‘LOS E’ conditions.
Timing Changes were implemented at the Croton Point Avenue & SB and NB On/Off Ramps as follows:
1 Automatically comes off phase 6 at the same time.
2 Practically, this large change in signal timing is unlikely to be needed (Synchro issue)
3 Round off errors identified in the project traffic and build volumes corrected.

kimley-horn.com
1 North Lexington Avenue, Suite 505, White Plains, NY  10601
914-368-9200
Improvement Notes
AM Peak Hour
PM Peak Hour
Reduce
phase 1 from 26 seconds to 18 seconds (-8 secs)
phase 2 from 40 seconds to 36 seconds (-4 secs)
phase 4 from 20 seconds to 17 seconds (-3 secs)
phase 6 from 66 seconds to 54 seconds (-12 secs)
phase 8 from 20 seconds to 17 seconds (-3 secs)
phase 3 from 36 seconds to 51 seconds (+15 secs)
phase 7 from 36 seconds to 51 seconds (+15 secs)
Reduce
phase 1 from 26 seconds to 20 seconds (-6 secs)
phase 6 from 66 seconds to 60 seconds (-6 secs)
phase 3 from 36 seconds to 42 seconds (+6 secs)
phase 7 from 36 seconds to 42 seconds (+6 secs)
10. Comment: The following data/information should be included in the TIS Appendix: Agency
(NYSDOT) traffic signal timing plan sheets for the signalized study area intersections, the September
2024 traffic count data (e.g., turning movement counts).
Response: The signal timing and traffic volume data are attached.
11. Comment: The electronic Synchro (.syn) files should be provided to AKRF for further review.
Response: Synchro files will be provided directly to the Village’s traffic consultant; updated synchro
printouts are attached.
12. Comment: Include in the revised TIS, the items listed above, and data/findings presented in the
August 13, TIA and KH’s 9/24/24 response memo.
Response: The final revised TIS will include the data/findings requested.
13. Comment: Improve sight lines for parking spaces adjacent to the northern garage entrance.
Response: The Applicant is working to improve sight lines for parking spaces adjacent to the northern
garage entrance.

Revised Truck Turning
Drawings

Saved Wednesday, October 16, 2024 3:57:21 PM ARIANNA.DEANS Plotted Wednesday, October 16, 2024 4:07:54 PM Deans, Arianna
K:\WHP_TPTO\122034000_1-3 CrotonPtAve_Croton_NY\9. Traffic\Safety\Vehicle Maneuvering\Vehicle Turnings_101624.dwg
AAA
© 2021 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK, P.C.
1 NORTH LEXINGTON AVENUE, SUITE 505
WHITE PLAINS, NY 10601
PHONE: 914-368-9200
WWW.KIMLEY-HORN.COM
CHECKED BY:
DESIGNED BY:
AAA
JC
08-12-2024
DATE:
KHA PROJECT:

Saved Wednesday, October 16, 2024 3:57:21 PM ARIANNA.DEANS Plotted Wednesday, October 16, 2024 4:08:01 PM Deans, Arianna
K:\WHP_TPTO\122034000_1-3 CrotonPtAve_Croton_NY\9. Traffic\Safety\Vehicle Maneuvering\Vehicle Turnings_101624.dwg
AAA
© 2021 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK, P.C.
1 NORTH LEXINGTON AVENUE, SUITE 505
WHITE PLAINS, NY 10601
PHONE: 914-368-9200
WWW.KIMLEY-HORN.COM
CHECKED BY:
DESIGNED BY:
AAA
JC
08-12-2024
DATE:
KHA PROJECT:

Saved Wednesday, October 16, 2024 3:57:21 PM ARIANNA.DEANS Plotted Wednesday, October 16, 2024 4:08:12 PM Deans, Arianna
K:\WHP_TPTO\122034000_1-3 CrotonPtAve_Croton_NY\9. Traffic\Safety\Vehicle Maneuvering\Vehicle Turnings_101624.dwg
AAA
© 2021 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK, P.C.
1 NORTH LEXINGTON AVENUE, SUITE 505
WHITE PLAINS, NY 10601
PHONE: 914-368-9200
WWW.KIMLEY-HORN.COM
CHECKED BY:
DESIGNED BY:
AAA
JC
08-12-2024
DATE:
KHA PROJECT:

Saved Wednesday, October 16, 2024 3:57:21 PM ARIANNA.DEANS Plotted Wednesday, October 16, 2024 4:08:21 PM Deans, Arianna
K:\WHP_TPTO\122034000_1-3 CrotonPtAve_Croton_NY\9. Traffic\Safety\Vehicle Maneuvering\Vehicle Turnings_101624.dwg
AAA
© 2021 KIMLEY-HORN ENGINEERING AND
LANDSCAPE ARCHITECTURE OF NEW YORK, P.C.
1 NORTH LEXINGTON AVENUE, SUITE 505
WHITE PLAINS, NY 10601
PHONE: 914-368-9200
WWW.KIMLEY-HORN.COM
CHECKED BY:
DESIGNED BY:
AAA
JC
08-12-2024
DATE:
KHA PROJECT:

Agency Traffic Signal Timing Plans 

Signal #
Electric Company:
Intersection:
Zip:
CITY
VILLAGE
TOWN
OF:
 
CON EDISON 
CROTON POINT AVE @ RT 9 RAMPS
CROTON-ON-HUDSON
W-636/W-637
W-636/W-637
D26xxxx
8780.41
55.11-9
Signal:
File:
D/HWP:
PIN:
in the Village of CROTONǦONǦHUDSON
 STATE OF NEW YORK - DEPARTMENT OF TRANSPORTATION
TRAFFIC AND SAFETY DIVISION
Plan of 
Operation
Apr 2021
Printed:  4/15/2022
 
ROUTE 9 SB OFF-RAMP
CROTON POINT AVE
ROUTE 9 SB ON-RAMP
Ø7
SP 7
OVL-3
Ø1
SP 1
PED 2
Ø6
SP 12
Ø3
SP 3
OVL-1
Ø1+Ø2+Ø4
SP 9
Ø3
SP 13
ROUTE 9 NB RAMPS
CROTON POINT AVE
 
2      1       3      4
6               7      8       
Phase Sequence
W-637
W-636
PED 1
Ø2
SP 11
PED 3
Ø7
SP 10
PED 4
Ø2
SP 14
A
B
C
D
E
F
G
H
I
J
K
L
M
N
N
 
#23
#22
#21
#24
N
 
T J
L
R
W
 QUEUE LOOP 
 Ø7
 QUEUE 
LOOP  
Ø3
SͲ1
SͲ2
SͲ3
SͲ4
SͲ5
SͲ6
SͲ7
MICROWAVE
DETECTORS9A,9B
Ø3
2-6
W-637 FACES
J
SIGNS
7-14
W-636 FACES
SIGNS
OVL-2
Ø6+Ø8
SP 8
OVL-6
Ø4+Ø6
SP 6
OVL-12
Ø2+Ø8
SP 2
 PREEMPT ‘4’ - Ø4
 PREEMPT ‘3’ - Ø3
DWY.

Phase Times [1.1.1]
Coordination Patterns [2.4] and Coordination Split Tables [2.7.1]
Pat#
Cyc
Off
Split
Seq
Pat#
Cyc
Off
Split
Seq Pat#
Cyc
Off
Split
Seq
Pat#
Cyc
Off
Split
Seq
Min Green
Gap, Ext
Max 1
Max 2
Ring/Startup [1.1.4]
Yel Clearance
3.5 3.5
3.5
Phs
Ring
Start
Enable
Red Clearance
1.5 1.5
1.5
Red
ON
Walk
Green
ON
Ped Clearance
Red
ON
Red Revert
Red
ON
Add Initial
Red
OFF
Max Initial
Green
ON
Time B4 Reduct
Red
ON
Cars B4 Reduct
Split
Split
Red
ON
Time To Reduce
Coor
Coor
Reduce By
NON Max NON NON NON Max NON NON
NON NON NON NON NON NON NON NON Test OpMode
Min Gap
Coor
Coor
Correction
SHRT/LNG
DyMaxLim
NON Max NON NON NON Max NON NON
NON NON NON NON NON NON NON NON Maximum
MAX 1
Max Step
Coor
Coor
Force-Off
Float
Options [1.1.2]
NON Max NON NON NON Max NON NON
NON NON NON NON NON NON NON NON Closed Loop
ON
Enable
ON ON ON ON OFF ON ON ON
Coor
Coor
Stop-in-Walk
ON
Min Recall
OFF ON OFF OFF OFF ON OFF OFF
NON NON NON NON NON NON NON NON
NON NON NON NON NON NON NON NON Auto Reset
ON
Max Recall
OFF OFF OFF OFF OFF OFF OFF OFF
Coor
Coor
Expand Splt
OFF
Ped Recall
OFF OFF OFF OFF OFF OFF OFF OFF
NON NON NON NON NON NON NON NON
NON NON NON NON NON NON NON NON Ped Recycle
NO_RECYCLE
Soft Recall
OFF OFF OFF OFF OFF OFF OFF OFF
Coor
Coor
Before
TIMED
Lock Calls
OFF OFF ON OFF OFF OFF ON OFF
NON NON NON NON NON NON NON NON
NON NON NON NON NON NON NON NON After
TIMED
Auto Flash Entry
OFF OFF OFF OFF OFF OFF OFF OFF
Coor
Coor
Auto Flash Exit
OFF OFF OFF OFF OFF OFF OFF OFF
NON NON NON NON NON NON NON NON
NON NON NON NON NON NON NON NON Auto Flash
Dual Entry
OFF OFF OFF OFF OFF OFF OFF OFF
Coor
Coor
Flash Yel
Enable Simul Gap
ON ON ON ON ON ON ON ON
NON NON NON NON NON NON NON NON
NON NON NON NON NON NON NON NON Flash Red
Gaurantee Passage OFF OFF OFF OFF OFF OFF OFF OFF
Coor
Coor
Rest In Walk
OFF OFF OFF OFF OFF OFF OFF OFF
NON NON NON NON NON NON NON NON
NON NON NON NON NON NON NON NON Phase Mode
STD8
Conditon Service
OFF OFF OFF OFF OFF OFF OFF OFF
Coor
Coor
IO Mode
User
Non-Actuated 1
OFF OFF OFF OFF OFF OFF OFF OFF
NON NON NON NON NON NON NON NON
NON NON NON NON NON NON NON NON Loc Flsh Start
ON
Non-Actuated 2
OFF OFF OFF OFF OFF OFF OFF OFF
Coor
Coor
Start Flash(s)
Add Init Calc
OFF OFF OFF OFF OFF OFF OFF OFF
NON NON NON NON NON NON NON NON
NON NON NON NON NON NON NON NON Start AllRed(s)
Options+ [1.1.3]
Coor
Coor
Yellow < 3"
OFF
Reservice
OFF OFF OFF OFF OFF OFF OFF OFF
NON NON NON NON NON NON NON NON
NON NON NON NON NON NON NON NON Display Time
PedClr Thru Yel
OFF OFF OFF OFF OFF OFF OFF OFF
Red Revert
Skip Red No Call
OFF OFF OFF OFF OFF OFF OFF OFF
  8 Phase Times/Options;  Patterns/Splits;  Ring Startup;  Coord/Flash Mode; Unit Param
MCE Timeout
Red Rest
OFF OFF OFF OFF OFF OFF OFF OFF
16 Phase Times/Options;  Patterns/Splits;  Ring Startup;  Coord/Flash Mode; Unit Param
Feature Profile
Max II
OFF OFF OFF OFF OFF OFF OFF OFF
Overlaps;  Channel Settings;  Coord Alt Table+ (values not associated with time-of-day)
Free Ring Seq
Call Phase
Detection;  Sample Time and Unit Parameters related to detection
Auxswitch
STOPTM
Conflicting Phase
Preemption and Alternate Phase Time and Phase Options
SDLC Retry
Omit Yellow
Annual Schedule
TS2 Det Faults
ON
Ped Delay
OFF OFF OFF OFF OFF OFF OFF OFF
Day Plans; Action Tables;  Coord Alt Table+ (values varied by time-of-day)
Auto Ped Clear
Grn/Ped Delay
Communications;  Secutiry;  I/O Setup
SDLC Retry
Misc - Events/Alarms;  Call/Inhibit/Redirect;  P/OLAP Auto Flash;  CIC;  Misc Unit Param
RT 9 RAMPS @ CROTON POINT A
Auto Flash [1.4.1]
Unit Params [1.2.1]
Coord Modes [2.1]
OFF
04/07/22
PH OVER
Page#
1A&1B

Overlap 1-16 Program Parms & Parm+ [1.5.2.1] [1.5.2.2]
Coord Transition, CoorPhs [2.5]
Pat# Short Long Dwell
E-Yld
Offset
RetHld Float Min Veh Perm Min Ped Perm
Included Ø
Type NORMAL
Included Ø
Type NORMAL
EndGRN
ON
OFF
OFF
ON
Modifier Ø
Grn
9 Modifier Ø
Grn
EndGRN
ON
OFF
OFF
ON
Conflict Ø
Yel
Conflict Ø
Yel
3.5
EndGRN
OFF
OFF
OFF
OFF
A
Conflict Olap
Red
I
Conflict Olap
Red
1.5
EndGRN
OFF
OFF
OFF
OFF
Conflict Ped
LG
Conflict Ped
LG
EndGRN
OFF
OFF
OFF
OFF
Included Ø
Type NORMAL
Included Ø
Type NORMAL
EndGRN
OFF
OFF
OFF
OFF
Modifier Ø
Grn
10 Modifier Ø
Grn
EndGRN
ON
OFF
OFF
ON
Conflict Ø
Yel
Conflict Ø
Yel
3.5
EndGRN
ON
OFF
OFF
ON
B
Conflict Olap
Red
J Conflict Olap
Red
1.5
EndGRN
OFF
OFF
OFF
OFF
Conflict Ped
LG
Conflict Ped
LG
EndGRN
OFF
OFF
OFF
OFF
Included Ø
Type NORMAL
Included Ø
Type NORMAL
EndGRN
OFF
OFF
OFF
OFF
Modifier Ø
Grn
11 Modifier Ø
Grn
EndGRN
OFF
OFF
OFF
OFF
Conflict Ø
Yel
Conflict Ø
Yel
3.5
EndGRN
OFF
OFF
OFF
OFF
C
Conflict Olap
Red
K Conflict Olap
Red
1.5
EndGRN
OFF
OFF
OFF
OFF
Conflict Ped
LG
Conflict Ped
LG
EndGRN
OFF
OFF
OFF
OFF
Included Ø
Type NORMAL
Included Ø
Type NORMAL
EndGRN
OFF
OFF
OFF
OFF
Modifier Ø
Grn
12 Modifier Ø
Grn
EndGRN
OFF
OFF
OFF
OFF
Conflict Ø
Yel
3.5
Conflict Ø
Yel
EndGRN
OFF
OFF
OFF
OFF
D
Conflict Olap
Red
1.5
L Conflict Olap
Red
EndGRN
OFF
OFF
OFF
OFF
Conflict Ped
LG
Conflict Ped
LG
EndGRN
OFF
OFF
OFF
OFF
Included Ø
Type NORMAL
Included Ø
Type NORMAL
EndGRN
OFF
OFF
OFF
OFF
Modifier Ø
Grn
13 Modifier Ø
Grn
EndGRN
OFF
OFF
OFF
OFF
Conflict Ø
Yel
3.5
Conflict Ø
Yel
3.5
EndGRN
OFF
OFF
OFF
OFF
E
Conflict Olap
Red
1.5
M Conflict Olap
Red
1.5
EndGRN
OFF
OFF
OFF
OFF
Conflict Ped
LG
Conflict Ped
LG
BegGRN
OFF
OFF
OFF
OFF
Included Ø
Type NORMAL
Included Ø
Type NORMAL
BegGRN
OFF
OFF
OFF
OFF
Modifier Ø
Grn
14 Modifier Ø
Grn
BegGRN
OFF
OFF
OFF
OFF
Conflict Ø
Yel
Conflict Ø
Yel
3.5
BegGRN
OFF
OFF
OFF
OFF
F
Conflict Olap
Red
N Conflict Olap
Red
1.5
BegGRN
OFF
OFF
OFF
OFF
Conflict Ped
LG
Conflict Ped
LG
BegGRN
OFF
OFF
OFF
OFF
Included Ø
Type NORMAL
Included Ø
Type NORMAL
BegGRN
OFF
OFF
OFF
OFF
Modifier Ø
Grn
15 Modifier Ø
Grn
BegGRN
OFF
OFF
OFF
OFF
Conflict Ø
Yel
3.5
Conflict Ø
Yel
3.5
BegGRN
OFF
OFF
OFF
OFF
G
Conflict Olap
Red
1.5
O Conflict Olap
Red
1.5
BegGRN
OFF
OFF
OFF
OFF
Conflict Ped
LG
Conflict Ped
LG
BegGRN
OFF
OFF
OFF
OFF
Included Ø
Type NORMAL
Included Ø
Type NORMAL
BegGRN
OFF
OFF
OFF
OFF
Modifier Ø
Grn
16 Modifier Ø
Grn
BegGRN
OFF
OFF
OFF
OFF
Conflict Ø
Yel
3.5
Conflict Ø
Yel
3.5
BegGRN
OFF
OFF
OFF
OFF
H
Conflict Olap
Red
1.5
P Conflict Olap
Red
1.5
BegGRN
OFF
OFF
OFF
OFF
Conflict Ped
LG
Conflict Ped
LG
BegGRN
OFF
OFF
OFF
OFF
Channel Settings [1.8.1]
BegGRN
OFF
OFF
OFF
OFF
……Channel ->>
11 12
BegGRN
OFF
OFF
OFF
OFF
Phase / Olap #
BegGRN
OFF
OFF
OFF
OFF
Channel Type
OLP OLP VEH VEH VEH OLP VEH OLP OLP
PED
PED PED VEH PED VEH VEH VEH VEH VEH VEH VEH VEH VEH
VEH
BegGRN
OFF
OFF
OFF
OFF
Channel Flash
Red Red Red Red Red Red Red Red Red
Red
Red Red
Red
Red Red Red DRK DRK DRK DRK DRK DRK DRK
DRK
BegGRN
OFF
OFF
OFF
OFF
Alt Hz
OFF OFF OFF OFF OFF OFF OFF OFF OFF
OFF
OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
OFF
BegGRN
OFF
OFF
OFF
OFF
Channel+ Settings [1.8.4]
BegGRN
OFF
OFF
OFF
OFF
……Channel ->>
11 12
BegGRN
OFF
OFF
OFF
OFF
Flash Red+
OFFOFFOFFOFFOFFOFFOFFOFFOFF
OFF
OFFOFF OFF OFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF
Channel Params[1.8.3]
Flash Yellow+
OFFOFFOFFOFFOFFOFFOFFOFFOFF
OFF
OFFOFF OFF OFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF
User
SINGLE
OFF
Flash Green+
OFFOFFOFFOFFOFFOFFOFFOFFOFF
OFF
OFFOFF OFF OFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF
Flash Inh Red+
OFFOFFOFFOFFOFFOFFOFFOFFOFF
OFF
OFFOFF OFF OFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF
Olap Ovrd
Invert Rail Input
C1 IO Mode
Single BIU Map
No Shortway Ø
Overlap Conflict Lock
OFF
Overlap Lock Inhibit
ON
OFF
Parent Ph Clearance
7637 RT 9 RAMPS @ CROTON POINT AVE
OFF
Extra Included Ph
04/07/22

Veh Par 1-64 [5.1]
Veh Par 1-64 [5.1]
Vehicle Options 1-64 [5.2]
Vehicle Options 1-64 [5.2]
Parameters+ 1-64 [5.3]
Det
Call Swi Dlay
Ext
Que
No
Max Err
Fail
Det
Call
Swi Dlay
Ext
Que
No
Max
Err
Fail
Det
Call
Ext
Que
Add
Red
Yell occ
vol
Det
Call
Ext
Que Add
Red
Yell occ vol
Det
oc
oc
oc
Dlay Dlay
Type
Src
#
Ø
Ø
Act
Pres Cnt Time
#
Ø
Ø
Act
Pres Cnt
Time
#
Init
Lock Lock
#
AddInit Lock Lock
#
G
Y
R
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
ON ON OFF
ON OFF OFF OFF OFF
ON
ON OFF ON OFF OFF OFFOFF
OFF OFFOFF
NORM
Parameters+ 1-64 [5.3]
Ped Det Parms [5.4]
Unit Paramters [1.2.1]
Det
occ occ
occ
Dlay Dlay Type
Src Det occ
occ
occ
Dlay Dlay
Src
Det
occ
occ
occ
Dlay Dlay Type
Src
Det Call No
Max
Err
TS2 Det Faults
ON
#
Grn Yell Red
#
Grn
Yell
Red
#
Grn
Yell
Red
#
Ø
Act
Pres
Cnt
Vol/Occ Report Parm [1.5.8]
OFFOFF OFF
NORM 3
44 OFF
OFF
OFF
NORM
55 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 13
45 OFF
OFF
OFF
NORM
56 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 4
46 OFF
OFF
OFF
NORM
57 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 7
47 OFF
OFF
OFF
NORM
58 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 14
48 OFF
OFF
OFF
NORM
59 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 17
49 OFF
OFF
OFF
NORM
60 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 0
50 OFF
OFF
OFF
NORM
61 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 0
51 OFF
OFF
OFF
NORM
62 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 0
52 OFF
OFF
OFF
NORM
63 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 0
53 OFF
OFF
OFF
NORM
64 OFF OFF
OFF
NORM 0
OFFOFF OFF
NORM 0
54 OFF
OFF
OFF
NORM
###
Type
4/7/2022
RT 9 RAMPS @ CROTON POINT AVE
Vol/Occ Period Minutes
Vol/Occ Period Minutes

Preemption Times [3.1], Options+ [3.6]
Track Clear Phases [3.2], Track Clear Overlaps+ [3.5]
Pre #
Enable
Type
Output
Delay
MinDura
Pre # Track Phases
Track Overlaps
ON
RAIL
Dwell
ON
RAIL
Dwell
ON
EMERG
Dwell
ON
EMERG
Dwell
ON
EMERG
Dwell
ON
EMERG
Dwell
Pre #
MaxPres
MinGrn
MinWlk
PedClr
Co+Pre
Dwell Phases [3.2] and Overlaps+ [3.5]
ON
Pre #
ON
Phases
ON
Overlaps 0
ON
Peds
ON
Phases
ON
Overlaps 0
Pre #
Track Grn Min Dwell Ext Dwell PedClr+
Yel
Peds
Phases
Overlaps 2
Peds
Phases
Overlaps 1
Peds
Pre #
Red
Pattern
Skip
Phases
OFF
Overlaps 0
OFF
Peds
OFF
Phases
OFF
Overlaps 0
OFF
Peds
OFF
Preemption Options+ [3.6]
Low Priority Preempts
Exit Phases [3.2]
Pre # Lock
Override
Override
Flsh
Pre #
Type
Min
Max
Pre # Exit Phase
Auto Flsh
Higher
Dwell Link
OFF
ON
ON
ON
OFF
OFF
ON
ON
ON
OFF
OFF
OFF
ON
ON
OFF
OFF
OFF
ON
ON
OFF
ON
ON
ON
OFF
Unit Parameters [1.2.1]
ON
ON
ON
OFF
Stop Timer Over Preempt
OFF
Preempt or Ext Output
PRE
Max Seek Track Time
Max Seek Dwell Time
Channel Parameters [1.8.3]
D Conn Mappings
None
Pre Invert Rail Input
OFF
4/7/2022
RT 9 RAMPS @ CROTON POINT AVE

Alt# 1 Times Table [1.1.6.1.2]
Alt# 1 Veh Parameters [5.5.1.1]
Column#..... ->
Column#..... ->
Assign Ø
Assign Det#
Min Grn
Call
Gap, Ext
Swiitch
Max 1
Delay
Max 2
Extend
Yel Clr
Queue
Red Clr
No Activity
Walk
Max Presence
Ped Clr
Erratic Count
Alt# 2 Times Table [1.1.6.1.2]
Fail Time
Column#..... ->
Alt# 1 Veh Options [5.5.1.2]
Assign Ø
Column#..... ->
Min Grn
Assign Det#
Gap, Ext
Call
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Max 1
Extend
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Max 2
Queue
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Yel Clr
Added Initial
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Red Clr
Red Lock
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Walk
Yellow Lock
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Ped Clr
Occupancy
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Alt# 3 Times Table [1.1.6.1.3]
Volume
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Column#..... ->
Alt# 1 Veh Parameters+ [5.5.1.3]
Assign Ø
Column#..... ->
Min Grn
Assign Det#
Gap, Ext
Occ-on-green
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Max 1
Occ-on-yellow
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Max 2
Occ-on-red
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Yel Clr
Delay Phase 1
Red Clr
Delay Phase 2
Walk
Detector Mode
NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM
Ped Clr
Source
Alt# 1 Options Table [1.1.6.2.1]
Alt# 1 Ped Parameters+ [5.5.1.4]
Column #  ->
Column#..... ->
Assign Ø
Assign Det#
Lock Calls
ON
ON
ON
ON
ON
ON
ON
ON
Call
Soft Recall
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
No Activity
Dual Enrty
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Max Presence
Enabl SimGap
ON
ON
ON
ON
ON
ON
ON
ON
Erratic Count
Guar Passage
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Rest In Walk
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Cond Service
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Reservice
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Non-Act 1
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Red Rest
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Max2
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Ped Delay
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Conflicting Ø1
7637 RT 9 RAMPS @ CROTON POINT AVE
4/7/2022

Alt# 2 Options Table [1.1.6.2.2]
Alt# 2 Veh Parameters [5.5.2.1]
Column #  ->
Column#..... ->
Assign Ø
Assign Det#
Lock Calls
ON
ON
ON
ON
ON
ON
ON
ON
Call
Soft Recall
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Swiitch
Dual Enrty
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Delay
Enabl SimGap
ON
ON
ON
ON
ON
ON
ON
ON
Extend
Guar Passage
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Queue
Rest In Walk
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
No Activity
Cond Service
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Max Presence
Reservice
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Erratic Count
Non-Act 1
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Fail Time
Red Rest
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Alt# 2 Veh Options [5.5.2.2]
Max2
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Column#..... ->
Ped Delay
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Assign Det#
Conflicting Ø1
Call
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Alt# 3 Options Table [1.1.6.2.3]
Extend
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Column #  ->
Queue
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Assign Ø
Added Initial
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Lock Calls
ON
ON
ON
ON
ON
ON
ON
ON
Red Lock
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Soft Recall
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Yellow Lock
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Dual Enrty
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Occupancy
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Enabl SimGap
ON
ON
ON
ON
ON
ON
ON
ON
Volume
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Guar Passage
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Alt# 2 Veh Parameters+ [5.5.2.3]
Rest In Walk
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Column#..... ->
Cond Service
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Assign Det#
Reservice
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Occ-on-green
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Non-Act 1
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Occ-on-yellow
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Red Rest
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Occ-on-red
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Max2
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Delay Phase 1
Ped Delay
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Delay Phase 2
Conflicting Ø1
Detector Mode
NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM
Alt# 4 Options Table [1.1.6.2.4]
Source
Column #  ->
Alt# 2 Ped Parameters+ [5.5.2.4]
Assign Ø
Column#..... ->
Lock Calls
ON
ON
ON
ON
ON
ON
ON
ON
Assign Det#
Soft Recall
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Call
Dual Enrty
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
No Activity
Enabl SimGap
ON
ON
ON
ON
ON
ON
ON
ON
Max Presence
Guar Passage
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Erratic Count
Rest In Walk
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Cond Service
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Reservice
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Non-Act 1
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Red Rest
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Max2
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Ped Delay
OFF
OFF
OFF
OFF
OFF
OFF
OFF
OFF
Conflicting Ø1
4/7/2022
RT 9 RAMPS @ CROTON POINT AVE

Annual Schedule [4.3]
Month of Year
Day of Week
Date
Day Link
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
Plan
To
ON ON ON ON ON ON ON ON ON ON ON ON
OFF ON ON ON ON ON OFF
ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
J
F
M
A
M
J
J
A
S
O
N
D
S
M
T
W
T
F
S
OFFOFFOFFOFFOFFOFF OFF OFFOFFOFFOFFOFF
OFFOFF OFF OFFOFFOFFOFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFFOFF
4/7/2022
RT 9 RAMPS @ CROTON POINT AVE

Day Plans [4.4]
Action Table [4.5]
Coord Alternate Tables - Pat+ [2.6]
Day Plan 1
Day Plan 2
Day Plan 3
Overlap Off
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Act#
Pat# A1
A2
A3
S1
S2
S3
S4
S5
S6
S7
S8
Pat#
ØOpt ØTime DetG Call Inh CIC CNA1
Dia
Max2
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
Day Plan 4
Day Plan 5
Day Plan 6
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
10 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
11 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
12 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
13 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
14 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
15 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
16 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
17 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
18 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
Day Plan 7
Day Plan 8
Day Plan 9
19 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
20 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
21 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
22 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
23 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
24 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
Day Plan 10
Day Plan 11
Day Plan 12
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
Day Plan 13
Day Plan 14
Day Plan 15
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
Hour Min Act
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
255 OFFOFFOFFOFFOFFOFFOFFOFFOFFOFF OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
OFF OFFOFFOFFOFFOFFOFFOFFOFF DFT OFF
04/07/22
RT 9 RAMPS @ CROTON POINT A

C1-USER IO Map [1.8.9.1 In ]
C1-USER IO Map [1.8.9.2 Out ]
C1-USER IO Map [1.8.9.2 Out ]
IO Logic [1.8.7]
I1-1
Veh Call 1
O1-1
Ch1 Red    
O7-1
Ch16 Yellow
Op1
Result
O1Fcn Inv1
IO1 Opn1
O2Fnc
Inv2
IO2
Opn2
O3Fnc Inv3
IO3
Opn3
Dly
Sec
I1-2
Veh Call 2
O1-2
Ch1 Green  
O7-2
Ch16 Red   
I
=
----
-
I
----
-
I
----
-
I
DLY
I1-3
Veh Call 3
O1-3
Ch2 Red    
O7-3
Ch16 Green 
I
=
----
-
I
----
-
I
----
-
I
DLY
I1-4
Veh Call 4
O1-4
Ch2 Yellow 
O7-4
Not Used    
I
=
----
-
I
----
-
I
----
-
I
DLY
I1-5
Veh Call 5
O1-5
Ch2 Green  
O7-5
Not Used    
I
=
----
-
I
----
-
I
----
-
I
DLY
I1-6
Veh Call 6
O1-6
Ch3 Red    
O7-6
Not Used    
I
=
----
-
I
----
-
I
----
-
I
DLY
I1-7
Veh Call 7
O1-7
Ch3 Yellow 
O7-7
Not Used    
I
=
----
-
I
----
-
I
----
-
I
DLY
I1-8
Veh Call 8
O1-8
Ch3 Green  
O7-8
Ch15 Red   
I
=
----
-
I
----
-
I
----
-
I
DLY
I2-1
Veh Call 9
O2-1
Ch4 Red    
C11S-USER IO Map [1.8.9.1 In ]
I
=
----
-
I
----
-
I
----
-
I
DLY
I2-2
Unused    
O2-2
Ch4 Green  
I4-1
I
=
----
-
I
----
-
I
----
-
I
DLY
I2-3
Veh Call 11
O2-3
Ch5 Red    
I4-2
I
=
----
-
I
----
-
I
----
-
I
DLY
I2-4
Veh Call 12
O2-4
Ch5 Yellow 
I4-3
Security Access Levels [8.2]
Com Parameters [6.1]
I2-5
Veh Call 13
O2-5
Ch5 Green  
I4-4
Station ID
I2-6
Veh Call 14
O2-6
Ch6 Red    
I7-1
Unused    
Group ID
I2-7
Veh Call 15
O2-7
Ch6 Yellow 
I7-2
Unused    
Master ID
I2-8
Veh Call 16
O2-8
Ch6 Green  
I7-3
Unused    
Backup Time
I3-1
Veh Call 17
O3-1
Ch7 Red    
I7-4
Unused    
SysUp Modem [6.1]
I3-2
Veh Call 18
O3-2
Ch7 Green  
I7-5
Unused    
Enable Modem
I3-3
Veh Call 19
O3-3
Ch8 Red    
I7-6
Unused    
Idle Time
I3-4
Veh Call 20
O3-4
Ch8 Yellow 
I7-7
Unused    
Dial Time
I3-5
Ped Call 1
O3-5
Ch8 Green  
I7-8
Unused    
Tel:
I3-6
Ped Call 2
O3-6
Ch9 Red    
I8-1
Unused    
Alt:
I3-7
Ped Call 3
O3-7
Ch9 Yellow 
I8-2
Unused    
I3-8
Ped Call 4
O3-8
Ch9 Green  
I8-3
Unused    
2070 Port Parms [6.2]
I4-1
Unused    
O4-1
Ch10 Red   
I8-4
Unused    
Port
Baud Rate
I4-2
Unused    
O4-2
Ch10 Green 
I8-5
Unused    
SP1
I4-3
Unused    
O4-3
Ch11 Red   
I8-6
Unused    
SP2
I4-4
Unused    
O4-4
Ch11 Yellow
I8-7
Unused    
SP3
I4-5
Door Open
O4-5
Ch11 Green 
I8-8
Unused    
SP4
I4-6
Unused    
O4-6
Ch12 Red   
C11S-USER IO Map [1.8.9.2 Out]
SP5
I4-7
33xCMUStop
O4-7
Ch12 Yellow
O8-1
Not Used    
SP6
I4-8
33xFlashSns
O4-8
Ch12 Green 
O8-2
Not Used    
SP7
I5-1
Veh Call 25
O5-1
Ch4 Yellow 
O8-3
Not Used    
SP8
I5-2
Veh Call 26
O5-2
Ch10 Yellow
O8-4
Not Used    
I5-3
Pre 4 In  
O5-3
Ch1 Yellow 
O8-5
Not Used    
2070 IP 1 Addressing [6.5]
2070 IP 2 Addressing [6.5]
I5-4
Pre 3 In  
O5-4
Ch7 Yellow 
O8-6
Not Used    
Addressing
Addressing
I5-5
Unused    
O5-5
Ch15 Yellow
O8-7
Not Used    
Addr
Addr
I5-6
Unused    
O5-6
Ch15 Green 
O8-8
Not Used    
Mask
Mask
I5-7
Unused    
O5-7
115 Not Used    
Brdcst
Brdcst
I5-8
Unused    
O5-8
114 Watchdog   
GtWay
GtWay
I6-1
Unused    
O6-1
115 Not Used    
Port
Port
I6-2
Unused    
O6-2
115 Not Used    
I6-3
Unused    
O6-3
Ch13 Red   
2070 Port Binding Ports [6.6]
2070 Port Binding Functions [6.6]
I6-4
Unused    
O6-4
Ch13 Yellow
Port
Echo
Mode
Function
Channel
Function Channel
I6-5
Unused    
O6-5
Ch13 Green 
ASYNC1
SP1
OFF
TS2/CVM
None
SYSUp
ASYNC2
I6-6
Unused    
O6-6
Ch14 Red   
ASYNC2
SP2
OFF
CMU/MMU
None
SYSDown
ASYNC1
I6-7
Unused    
O6-7
Ch14 Yellow
ASYNC3
SP3
OFF
Opticom
None
Shell
None
I6-8
Unused    
O6-8
Ch14 Green 
ASYNC4
SP4
OFF
Loop Det.
None
SYNC1
SP5S SYNC3
OFF
GPS
-
SYNC2
OFF SYNC4
OFF
None
RT 9 RAMPS @ CROTON POINT AVE
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
SECURE
None
SWLOAD
None
None
OFF
MODE 6
MODE 6
None
None
None
MODE 6
None
None
None
None
None
None
None
None
04/07/22
FCM
MODE 6
AUTO
AUTO
AUTO
AUTO

#
Event / Alarm
Ev
Alr
Call Phases[1.1.5]
Redirect Phases[1.1.5]
Inhibit Phases[1.1.5]
Power Up Alarm.  
ON
ON
Ø
Ø
Phases Called By Ø
From To From To
From
To From To
Stop Timing
ON
ON
1 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
TS1 Cabinet Door
OFF OFF
2 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
Coordination Failure
ON
ON
3 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
External Alarm # 1
ON
ON
4 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
External Alarm # 2
ON
ON
5 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
External Alarm # 3
OFF OFF
6 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
External Alarm # 4
OFF OFF
7 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
Closed Loop Disabled
ON
ON
8 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
10 External Alarm # 5
OFF OFF
9 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
11 External Alarm # 6
OFF OFF
10 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
12 Manual Control Enable
ON
ON
11 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
13 Coord Free Input
OFF OFF
12 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
14 Local Flash Input
ON
ON
13 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
15 MMU Flash
OFF OFF
14 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
16 CMU Flash
OFF OFF
15 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
17 Cycle Fault
ON
ON
16 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
18 Cycle Failure
ON
ON
Alt Call & Redirect # 1 [1.1.6.3]
Alt Inhibit Phases # 1 [1.1.6.3]
19 Coordination Fault
ON
ON
Col
Ø
Phases Called By Ø
From To From
To
From To From To
20 Controller Fault
ON
ON
1 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
21 Detector SDLC Failure
OFF OFF
2 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
22 MMU SDLC Failure
OFF OFF
3 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
23 Critical SDLC Failure
OFF OFF
4 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
24 Reserved
OFF OFF
5 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
25 EEPROM CRC Fault
ON
ON
6 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
26 Detector Diagnostic FailureOFF OFF
7 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
27 BIU Detector Failure
ON
ON
8 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
32 Queue detector alarm
ON
ON
Alt Call & Redirect # 2 [1.1.6.3]
Alt Inhibit Phases # 2 [1.1.6.3]
29 Ped Detector Fault
ON
ON
Col
Ø
Phases Called By Ø
From
To
From
To
From
To
From To
30 Coord Diagnostic Fault
OFF OFF
1 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
41 TempAlert Probe Ch. A
OFF OFF
2 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
42 TempAlert Probe Ch. B
OFF OFF
3 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
47 Coord Active
OFF OFF
4 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
48 Preempt Active
ON
ON
5 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
49 Preempt 1 Input
ON
ON
6 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
50 Preempt 2 Input
ON
ON
7 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
51 Preempt 3 Input
ON
ON
8 OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF
52 Preempt 4 Input
ON
ON
Coord, CIC Plans [2.3]
Unit Parameters [1.2.1]
53 Preempt 5 Input
ON
ON
CIC
CoØ 
Grow
Allow Skip Yellow
Max Cycle Time
54 Preempt 6 Input
ON
ON
OFF
TOD Dim Enable
Cycle Fault Action
55 Preempt 7 Input
ON
ON
OFF
Tone Disable
56 Preempt 8 Input
ON
ON
OFF
Diamond Mode
57 Preempt 9 Input
ON
ON
OFF
Backup Time (s)
58 Preempt 10 Input
ON
ON
Auto Flash Phase/Olap Settings [1.4.2]
Disable Init Ped
61 In Transition
ON
ON
Yel Ø
Cycle Fault Action
81 FIO Status Alarm
OFF OFF
Yel (olaps)
Enable Run Timer
###
Alarm
ON
Alarm
OFF
OFF
OFF
4Ph
RT 9 RAMPS @ CROTON POINT AVE 04/07/22
OFF

Signal #
Electric Company:
Intersection:
Zip:
CITY
VILLAGE
TOWN
OF:
 
CON EDISON 
CROTON POINT AVE @ RT 9 RAMPS
CROTON-ON-HUDSON
W-636/W-637
W-636/W-637
D26xxxx
8780.41
55.11-9
Signal:
File:
D/HWP:
PIN:
MODEL 2070 SIGNAL OPERATION
PROGRAMMABLE FEATURES
SIGNAL OPERATION SPECIFICATION
SWITCH
PACK
FUNCTION INDICATIONS
FACE
TERMINAL
WIRE COLOR CODE
FACE
TERMINAL
WIRE COLOR CODE
14.
     SP 14 R
     SP 14 Y
     SP 14 G
     Grnd Bus
Ground Wire
PED-4
Ø2
     SP 14 R
     SP 14 Y
     SP 14 G
     Grnd Bus
     SP 13 R
     SP 13 Y
     SP 13 G
     Grnd Bus
Ground Wire
Ø3
     SP 13 R
     SP 13 Y
     SP 13 G
     Grnd Bus
12.
     SP 12 R
     SP 12 Y
     SP 12 G
     Grnd Bus
Ground Wire
PED-2
Ø6
     SP 12 R
     SP 12 Y
     SP 12 G
     Grnd Bus
11.
     SP 11 R
     SP 11 Y
     SP 11 G
     Grnd Bus
Ground Wire
     SP 11 R
     SP 11 Y
     SP 11 G
     Grnd Bus
     SP 10 R
     SP 10 Y
     SP 10 G
     Grnd Bus
Ground Wire
     SP 10 R
     SP 10 Y
     SP 10 G
     Grnd Bus
     SP 9 R
     SP 9 Y
     SP 9 G
     Grnd Bus
Ground Wire
Ø7
     SP 9 R
     SP 9 Y
     SP 9 G
     Grnd Bus
     SP 8 R
     SP 8 Y
     SP 8 G
     Grnd Bus
Ground Wire
OVL-2
Ø6+Ø8
     SP 8 R
     SP 8 Y
     SP 8 G
     Grnd Bus
7.
     SP 7 R
     SP 7 Y
     SP 7 G
     Grnd Bus
Ground Wire
     SP 7 R
     SP 7 Y
     SP 7 G
     Grnd Bus
6.
     SP 6 R
     SP 6 Y
     SP 6 G
     Grnd Bus
Ground Wire
OVL-6
Ø4+Ø6
     SP 6 R
     SP 6 Y
     SP 6 G
     Grnd Bus
5.
     SP 5 R
     SP 5 Y
     SP 5 G
     Grnd Bus
     SP 5 R
     SP 5 Y
     SP 5 G
     Grnd Bus
4.
     SP 4 R
     SP 4 Y
     SP 4 G
     Grnd Bus
 
     SP 4 R
     SP 4 Y
     SP 4 G
     Grnd Bus
 
     SP 3 R
     SP 3 Y
     SP 3 G
     Grnd Bus
Ø3
     SP 3 R
     SP 3 Y
     SP 3 G
     Grnd Bus
     SP 2 R
     SP 2 Y
     SP 2 G
     Grnd Bus
OVL-12
Ø2+Ø8
     SP 2 R
     SP 2 Y
     SP 2 G
     Grnd Bus
     SP 1 R
     SP 1 Y
     SP 1 G
     Grnd Bus
- - - - - 
OVL-3
Ø1
     SP 1 R
     SP 1 Y
     SP 1 G
     Grnd Bus
Ground Wire
Ground Wire
Ground Wire
TABLE OF SWITCH PACKS
PED-1
Ø2
 
OVL-1
Ø1+Ø2+Ø4
     
PED-3
Ø7
Ground Wire
Date:
Ground Wire
     
     SP 16 R
     SP 16 Y
     SP 16 G
     Grnd Bus
Ground Wire
     SP 16 R
     SP 16 Y
     SP 16 G
     Grnd Bus
     SP 15 R
     SP 15 Y
     SP 15 G
     Grnd Bus
Ground Wire
     SP 15 R
     SP 15 Y
     SP 15 G
     Grnd Bus
4/12/2022
Ground Wire
- - - - -
Ground Wire
Red
Yellow
Green
Ground Wire
Red
Yellow
Green
Ground Wire
Red
Yellow
Green
Ground Wire
Red
Yellow
Green
Ground Wire
Red
Yellow
Green
Ground Wire
Red
Yellow
Green
Ground Wire
Red
Yellow
Green
14 / 10C - C - O
- G
- W
14 / 05C - F - R
- O
- G
- W
14 / 10C - C - R
- O
- G
- W
14 / 05C - E - R
- O
- G
- W
14 / 05C - N - R
- O
- G
- W
14 / 05C - M - R
- O
- G
- W
14 / 05C - G - R
- O
- G
- W
14 / 05C - H - R
- O
- G
- W
14 / 05C - B - R
- O
- G
- W
14 / 05C - A - R
- O
- G
- W
14 / 05C - L - R
- O
- G
- W
14 / 05C - K - R
- O
- G
- W
14 / 05C - J - R
- O
- G
- W
14 / 05C - I - R
- O
- G
- W
14 / 05C - D - R
- O
- G
- W
Ground Wire
HAND
- - - - - - -
MAN
Ground Wire
HAND
- - - - - - -
MAN
Ground Wire
HAND
- - - - - - -
MAN
Ground Wire
HAND
- - - - - - -
MAN
14 / 05C - 1P - R
         - - - - - 
      
                       - G
                       - W
14 / 05C - 2P - R
         - - - - - 
      
                       - G
                       - W
14 / 05C - 3P - R
         - - - - - 
      
                       - G
                       - W
14 / 05C - 4P - R
         - - - - - 
      
                       - G
                       - W

Signal #
Electric Company:
Intersection:
Zip:
CITY
VILLAGE
TOWN
OF:
 
CON EDISON 
CROTON POINT AVE @ RT 9 RAMPS
CROTON-ON-HUDSON
W-636/W-637
W-636/W-637
D26xxxx
8780.41
55.11-9
Signal:
File:
D/HWP:
PIN:
MODEL 2070 SIGNAL OPERATION
PROGRAMMABLE FEATURES
SIGNAL OPERATION SPECIFICATION
TRAFFIC SIGNAL MONITOR PROGRAMMING
Notes:
4/12/2022
 
CONFLICT MONITOR DIODES TO BE CUT
(SWITCH PACKS  TO RUN TOGETHER)
YELLOW DISABLE: 
WIRE JUMPERS
TO BE INSTALLED FOR 
PEDS
210NYR MONITOR BOARD
(SWITCH PACKS TO MONITOR)
CURRENT MONITOR  DIODES
 TO BE CUT
(SWITCH PACKS TO NOT MONITOR)
1, 4-5, 10-12, 14-16
CURRENT MONITOR BOARD
(IF USED)
Date:
DEFAULT 
SETTINGS
DO NOT
CHANGE
DIP SWITCHES:  
X = ON
BLANK = OFF
RED FAIL ENABLE
SWITCH PACKS TO MONITOR
(3-COLOR BALLS & 3-COLOR ARROWS ONLY)
(NO PEDS OR SOLO SUPPLEMENTAL HEADS)
1 – 6
1 - 8
1 - 9
2 – 6
2 - 8
2 - 9
2 - 11
2 – 12
2 – 14
3 – 7
3 - 10
3 – 13
6 - 8
6 - 9
6 - 11
6 - 12
6 – 14
7 – 10
7 – 13
8 - 9
8 - 11
8 – 12
8 - 14
X
X
X
X
9 – 11
9 – 12
9 – 14
10 - 13
11 – 12
11 – 14
12 – 14

Signal #
Electric Company:
Intersection:
Zip:
CITY
VILLAGE
TOWN
OF:
 
CON EDISON 
CROTON POINT AVE @ RT 9 RAMPS
CROTON-ON-HUDSON
W-636/W-637
W-636/W-637
D26xxxx
8780.41
55.11-9
Signal:
File:
D/HWP:
PIN:
MODEL 2070 SIGNAL OPERATION
PROGRAMMABLE FEATURES
SIGNAL OPERATION SPECIFICATION
TABLE OF INPUT WIRING
Date:
4/12/2022
TERM.
NUMBER
FUNCTION
DET. 
NO.
DET. TYPE
DET. AN
OVER
REMARKS
1A, 1B
Ø 1
2A, 2B
Ø 2
3A, 3B
4A, 4B
Ø 7
5A, 5B
Ø 2
6A, 6B
Ø 6
7A, 7B
Ø 7
QUADRAPOLE
PRESENCE LOOP
8A, 8B
Ø 6
QUADRAPOLE
PRESENCE LOOP
9A, 9B
Ø 3
9AB
MICROWAVE
MICROWAVE
10A, 10B
11A, 11B
12A, 12B
13A, 13B
14A, 14B
NORMAL
PRESENCE LOOP
15A, 15B
NORMAL
PRESENCE LOOP
16A, 16B
NORMAL
PRESENCE LOOP
17A, 17B
NORMAL
PRESENCE LOOP
18A, 18B
Ø 6
NORMAL
PRESENCE LOOP
19A, 19B
Ø 6
QUADRAPOLE
PRESENCE LOOP
20A, 20B
Ø 6
NORMAL
PRESENCE LOOP
21A, 21B
 
22A, 22B
 
23A, 23B
 
24A, 24B
 
25A, 25B
PRESENCE LOOP
26A, 26B
Ø 2
NORMAL
PRESENCE LOOP
27A, 27B
28A, 28B
Ø 3
 
QUADRAPOLE
PRESENCE LOOP
PRESENCE LOOP
PRESENCE LOOP
QUADRAPOLE
QUADRAPOLE
QUADRAPOLE
PRESENCE LOOP
NORMAL
PRESENCE LOOP
 
Ø 2
Ø 7
Ø 3
 
QUADRAPOLE
NORMAL
NORMAL
Ø 1
Ø 2
Ø 3
Ø 7
Ø 2
Ø 6
Ø 7
QUADRAPOLE
PRESENCE LOOP
PRESENCE LOOP
QUADRAPOLE
NORMAL
NORMAL
PRESENCE LOOP
PRESENCE LOOP
QUEUE LOOP
QUEUE LOOP
PED 1  -  Ø 2
     BUTTON
      PEDESTRIAN
PED 2  -  Ø 6
     BUTTON
      PEDESTRIAN
PED 3  -  Ø 7
     BUTTON
      PEDESTRIAN
PED 4  -  Ø 2
     BUTTON
      PEDESTRIAN

Off Ramp Mitigation Build PM Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
10/16/2024
Off Ramp 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
1.00
Frt
0.994
0.984
0.856
0.850
0.991
Flt Protected
0.950
0.980
0.999
0.962
Satd. Flow (prot)
Flt Permitted
0.999
0.613
0.785
0.993
0.256
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)

Project-related increase in
delay timing changes
analysis results

Off Ramp Mitigation Build PM Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
10/16/2024
Off Ramp 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
14.0
31.0
11.0
14.0
31.0
Total Split (s)
41.0
41.0
41.0
41.0
14.0
41.0
41.0
14.0
41.0
Total Split (%)
29.9%
29.9%
29.9%
29.9%
10.2%
29.9%
29.9%
10.2%
29.9%
Maximum Green (s)
35.0
35.0
35.0
35.0
8.0
35.0
35.0
8.0
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)
90.9
101.1
101.1
17.9
28.1
17.9
Actuated g/C Ratio
0.66
0.74
0.74
0.13
0.21
0.13
v/c Ratio
0.19
0.24
0.22
0.76
0.63
0.23
Control Delay (s/veh)
11.4
5.8
5.5
17.4
8.7
54.3
Queue Delay
0.0
0.4
1.2
0.0
0.0
0.0
Total Delay (s/veh)
11.4
6.2
6.7
17.4
8.7
54.3
LOS
B
A
A
B
A
D
Approach Delay (s/veh)
11.4
6.5
13.0
54.3
Approach LOS
B
A
B
D
Intersection Summary
Area Type:
Other
Cycle Length: 137
Actuated Cycle Length: 137
Offset: 0 (0%), Referenced to phase 6:EBWB, Start of Yellow
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.76
Intersection Signal Delay (s/veh): 11.3
Intersection LOS: B
Intersection Capacity Utilization 71.5%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases:     1: Veterans Plaza/Driveway & Croton Point Avenue

Off Ramp Mitigation Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
Off Ramp 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
0.948
0.989
0.850
Flt Protected
0.972
0.956
Satd. Flow (prot)
Flt Permitted
0.522
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)

Off Ramp Mitigation Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
Off Ramp 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)

Off Ramp Mitigation Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
Off Ramp 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)
24.5
37.5
37.5
37.5
Total Split (%)
20.1%
30.7%
30.7%
30.7%
Maximum Green (s)
18.5
31.5
31.5
31.5
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)
55.3
95.9
14.1
14.1
Actuated g/C Ratio
0.45
0.79
0.12
0.12
v/c Ratio
0.63
0.37
0.62
0.48
Control Delay (s/veh)
27.6
3.5
64.6
58.3
Queue Delay
3.7
0.2
0.0
0.0
Total Delay (s/veh)
31.3
3.8
64.6
58.3
LOS
C
A
E
E
Approach Delay (s/veh)
31.3
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: 1.15
Intersection Signal Delay (s/veh): 24.7
Intersection LOS: C
Intersection Capacity Utilization 72.0%
ICU Level of Service C
Analysis Period (min) 15

Off Ramp Mitigation Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
Off Ramp 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

Off Ramp Mitigation Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
Off Ramp 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
37.5
20.0
64.5
20.0
Total Split (%)
33%
31%
16%
53%
16%
Maximum Green (s)
34.0
31.5
15.0
58.5
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

Off Ramp Mitigation Build PM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
Off Ramp 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
0.847
0.682
0.922
0.879
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

Off Ramp Mitigation Build PM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
Off Ramp 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)

Off Ramp Mitigation Build PM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
Off Ramp 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)
37.5
37.5
37.5
37.5
Total Split (%)
30.7%
30.7%
30.7%
30.7%
Maximum Green (s)
31.5
31.5
31.5
31.5
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)
78.5
79.5
32.5
31.5
Actuated g/C Ratio
0.64
0.65
0.27
0.26
v/c Ratio
0.36
0.41
1.15
0.02
Control Delay (s/veh)
8.4
11.2
119.1
25.3
Queue Delay
0.8
0.0
0.0
0.0
Total Delay (s/veh)
9.2
11.2
119.1
25.3
LOS
A
B
F
C
Approach Delay (s/veh)
9.2
11.2
119.1
25.3
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: 1.15
Intersection Signal Delay (s/veh): 45.4
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

Off Ramp Mitigation Build PM Peak Hour
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
Off Ramp 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)
24.5
40.0
20.0
64.5
37.5
20.0
Total Split (%)
20%
33%
16%
53%
31%
16%
Maximum Green (s)
18.5
34.0
15.0
58.5
31.5
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

Updated Build Analysis
Synchro Results 
(to reflect correction of
roundoff errors)

Build AM Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
10/16/2024
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
0.999
0.856
0.850
0.995
Flt Protected
0.950
0.985
0.998
0.960
Satd. Flow (prot)
Flt Permitted
0.690
0.858
0.992
0.574
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
10/16/2024
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
0.19
Control Delay (s/veh)
23.6
8.2
7.8
18.9
4.9
63.6
Queue Delay
0.0
11.3
10.8
0.0
0.0
0.0
Total Delay (s/veh)
23.6
19.5
18.6
18.9
4.9
63.6
LOS
C
B
B
B
A
E
Approach Delay (s/veh)
23.6
19.1
11.9
63.6
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): 19.0
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
10/16/2024
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
10/16/2024
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
10/16/2024
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
13.6
67.4
66.5
LOS
C
B
E
E
Approach Delay (s/veh)
23.9
13.6
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: 1.45
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
10/16/2024
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
10/16/2024
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
10/16/2024
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
0.795
0.918
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
10/16/2024
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
10/16/2024
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
1.45
0.08
Control Delay (s/veh)
3.5
10.4
250.8
22.7
Queue Delay
0.0
0.0
0.0
0.0
Total Delay (s/veh)
3.5
10.4
250.8
22.7
LOS
A
B
F
C
Approach Delay (s/veh)
3.5
10.4
250.8
22.7
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: 1.45
Intersection Signal Delay (s/veh): 86.2
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
10/16/2024
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 Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
10/16/2024
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
0.991
Flt Protected
0.950
0.980
0.999
0.962
Satd. Flow (prot)
Flt Permitted
0.611
0.779
0.993
0.229
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
10/16/2024
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
0.30
Control Delay (s/veh)
11.1
5.0
4.8
20.7
9.6
73.5
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
73.5
LOS
B
A
A
C
A
E
Approach Delay (s/veh)
11.1
6.0
15.2
73.5
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): 12.5
Intersection LOS: B
Intersection Capacity Utilization 71.5%
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
10/16/2024
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
0.948
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
10/16/2024
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
10/16/2024
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
4.7
0.2
0.0
0.0
Total Delay (s/veh)
33.1
3.8
64.8
58.4
LOS
C
A
E
E
Approach Delay (s/veh)
33.1
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): 25.6
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
10/16/2024
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
10/16/2024
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
10/16/2024
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
10/16/2024
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
10/16/2024
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
10/16/2024
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

Synchro Analysis results
to restore LOS E operating
conditions

Mitigation Build AM Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
10/16/2024
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
0.999
0.856
0.850
0.995
Flt Protected
0.950
0.985
0.998
0.960
Satd. Flow (prot)
Flt Permitted
0.690
0.858
0.992
0.574
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
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
10/16/2024
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
0.19
Control Delay (s/veh)
23.6
8.2
7.8
18.9
4.9
63.6
Queue Delay
0.0
11.3
10.8
0.0
0.0
0.0
Total Delay (s/veh)
23.6
19.5
18.6
18.9
4.9
63.6
LOS
C
B
B
B
A
E
Approach Delay (s/veh)
23.6
19.1
11.9
63.6
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): 19.0
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
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
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
0.795
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
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
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
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
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
73.4
15.9
Queue Delay
0.0
0.0
0.0
0.0
Total Delay (s/veh)
9.8
19.4
73.4
15.9
LOS
A
B
E
B
Approach Delay (s/veh)
9.8
19.4
73.4
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): 34.9
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
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
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 Peak Hour
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
10/16/2024
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
0.991
Flt Protected
0.950
0.980
0.999
0.962
Satd. Flow (prot)
Flt Permitted
0.611
0.779
0.993
0.229
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
Build Condition
1: Veterans Plaza/Driveway & Croton Point Avenue
10/16/2024
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
0.30
Control Delay (s/veh)
11.1
5.0
4.8
20.7
9.6
73.5
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
73.5
LOS
B
A
A
C
A
E
Approach Delay (s/veh)
11.1
6.0
15.2
73.5
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): 12.5
Intersection LOS: B
Intersection Capacity Utilization 71.5%
ICU Level of Service C
Analysis Period (min) 15
Splits and Phases:     1: Veterans Plaza/Driveway & Croton Point Avenue

Mitigation Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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
0.948
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
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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)
23.8
3.6
64.6
58.3
Queue Delay
2.7
0.2
0.0
0.0
Total Delay (s/veh)
26.5
3.8
64.6
58.3
LOS
C
A
E
E
Approach Delay (s/veh)
26.5
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): 22.2
Intersection LOS: C
Intersection Capacity Utilization 72.0%
ICU Level of Service C
Analysis Period (min) 15

Mitigation Build PM Peak Hour
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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
Build Condition
2: State Rte 9 On Ramp/State Rte 9 Off Ramp & Croton Point Avenue
10/16/2024
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
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
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
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
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
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
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
Build Condition
3: State Rte 9 On/Off Ramp/Parking Lot & Croton Point Avenue
10/16/2024
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

Raw Turning Movement
Counts

Traffic Data Survey Corp
tersection:
Date:
Time
Auto Truck Bus
Bike Auto Truck Bus
Bike Auto Truck Bus
Bike Auto Truck Bus
Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike
7:00 - 7:15
7:15 - 7:30
7:30 - 7:45
7:45 - 8:00
8:00 - 8:15
8:15 - 8:30
8:30 - 8:45
8:45 - 9:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
17:00 - 17:15
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
18:00 - 18:15
18:15 - 18:30
9/10/2024
Croton Point Ave and Veterans Plaza
N
11 10
Croton Point Ave
Veterans Plaza

Traffic Data Survey Corp
tersection:
Date:
Time
Auto Truck Bus
Bike Auto Truck Bus
Bike Auto Truck Bus
Bike Auto Truck Bus
Bike Auto Truck Bus
Bike Auto Truck Bus Bike Auto Truck Bus Bike
7:00 - 7:15
7:15 - 7:30
7:30 - 7:45
7:45 - 8:00
8:00 - 8:15
8:15 - 8:30
8:30 - 8:45
8:45 - 9:00
16:00 - 16:15 174
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
17:00 - 17:15
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
18:00 - 18:15 134
18:15 - 18:30 138
9/10/2024
Croton Point Ave and RTE 9SB Ramps
N
11 10
Croton Point Ave
RTE 9 SB
Ramps

Traffic Data Survey Corp
tersection:
Date:
Time
Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike Auto Truck Bus Bike
7:00 - 7:15
7:15 - 7:30
7:30 - 7:45
7:45 - 8:00
8:00 - 8:15
8:15 - 8:30
8:30 - 8:45
8:45 - 9:00
16:00 - 16:15
16:15 - 16:30
16:30 - 16:45
16:45 - 17:00
17:00 - 17:15
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
18:00 - 18:15
18:15 - 18:30
9/10/2024
Croton Point Ave and RTE NB Ramps
N
Driveway
5 6
11 10
Croton Point Ave
RTE 9 NB Ramps
Machine-extracted for search and reference — the original PDF is the authoritative version.