===== PAGE 1 ===== Kevin P. McDonough (1953-1994) John H. Rea, P.E. Jay S. Troutman, Jr., P.E. Scott T. Kennel January 9, 2026 Jackson Township Planning Board 95 West Veterans Highway Jackson, New Jersey 08527 Re: Pitney Lane Shul Expansion 45 Pitney Lane Lot 1 of Block 20001 Jackson Township, Ocean County MRA File No. 25-173 ## Dear Board Members: McDonough & Rea Associates (MRA) has been asked to provide Planning Board with a Traffic Impact Analysis for plans to add an addition to an existing Shul located at 45 Pitney Lane in the Township of Jackson. Specifically, a 2-story addition containing approximately 2,536 SF will be added to an existing 2-story framed dwelling. Additional improvements to the property include construction of a 32-space parking lot to serve worshippers. ## SCOPE OF STUDY In order to prepare a Traffic Impact Analysis for the Shul expansion, MRA conducted the following tasks: 1. Made field visits to the site to establish existing roadway and traffic conditions in the area. 2. Conducted peak hour traffic counts at the intersection of Pitney Lane/South Cooks Bridge Road. 3. Conducted parking counts at the existing Shul during roadway peak hours. 4. Prepared estimates of additional traffic to be generated by the Shul expansion, based on the size of the parking lot and existing attendance at the Shul during roadway peak hours. 5. Projected traffic volumes to a design year of 2035 in accordance with Ocean County Planning Board protocol. ## Please reply to: 1431 Lakewood Road, Suite C, Manasquan, NJ 08736 • (732) 528-7076 • Fax (732) 528-6673 105 Elm Street, Lower Level, Westfield, NJ 07090 • (908) 789-7180 • Fax (908) 789-7181 ===== PAGE 2 ===== Jackson Township Planning Board 6. Conducted level of service capacity analyses for the site access to Pitney Lane as well as at the off-site intersection of Pitney Lane/South Cooks Bridge Roa. 7. Reviewed the Site Plan with respect to adherence to proper traffic engineering principles. The following report sets forth the database accumulated and the conclusions reached with respect to the Pitney Lane Shul expansion at 45 Pitney Lane. ## EXISTING CONDITIONS The subject property is located on the south side of Pitney Lane, just west of its intersection with South Cooks Bridge Road as depicted on Figure 1, a Site Location Map in the Appendix. Pitney Lane is a local roadway connecting East Veterans Highway to South Cooks Bridge Road. South Cooks Bridge Road is a north/south roadway under the jurisdiction of Ocean County. Pitney Lane intersects South Cooks Bridge Road at an unsignalized "T" intersection. ## EXISTING TRAFFIC VOLUMES Traffic volume data was collected by conducting manual turning movement counts at the intersection of Pitney Lane/South Cooks Bridge Road in September 2025 when schools were open. The AM peak street counts were utilized in order to make adjustments to afternoon peak hour counts previously conducted in July 2025 in order to reflect activity once schools were in session. Figure 2 in the Appendix illustrates existing AM peak street hour and PM peak street hour traffic volumes on the adjacent roadway network. ## TRIP GENERATION/DISTRIBUTION Estimates of traffic to be generated by the Shul expansion, were made after reviewing existing parking observations at the Shul and expanding traffic based on the new 32 space parking lot. Morning parking counts conducted in September 2025, consistent with morning services at the Shul, revealed a total of 23 vehicles parked either on the site or on Pitney Lane adjacent to the Shul. Since the 32-space parking lot will provide 9 parking spaces more than is currently necessary, MRA assumed that all of the additional 9 parking spaces would generate traffic during roadway peak hours. Based on this assumption, the Shul expansion will generate the following additional new traffic volumes. ===== PAGE 3 ===== Jackson Township Planning Board January 9, 2026 TABLE I TRIP GENERATION 45 PITNEY LANE SHUL EXPANSION
AMPSHPMPSH
INOUTTOTALINOUTTOTAL
101020101020
The new traffic was assigned to the adjacent roadway network after reviewing access to higher order roadways such as Cooks Bridge Road and East Veterans Highway. Traffic was assigned as follows: 50 percent to and from Cooks Bridge Road 30 percent to and from East Veterans Highway Site generated and distributed traffic is shown on Figure 3 in the Appendix. ## ANALYSIS OF FUTURE TRAFFIC A design year of 2035 was assumed in accordance with Ocean County Planning Board protocol. The New Jersey Department of Transportation's (NJDOT) background traffic growth rate data for the area was consulted and existing base 2025 traffic volumes were expanded by 10 percent in order to reflect design year 2035 no-build traffic volumes which are shown on Figure 4 in the Appendix. New site generated traffic from the Shul expansion was then surcharged onto no-build volumes and are shown on Figure 5 in the Appendix. Traffic engineers calculate levels of service of unsignalized intersections which relate to the quality of traffic flow. Level of service is a measure of average control delay. Average control delay is the time lost due to deceleration and the amount of time from when a vehicle is stopped for a traffic control device (or at the end of the queue) to when the vehicle departs the intersection. Delay is a relative quantity of driver discomfort, frustration, fuel consumption, and loss in travel time. Levels of service range from “A” to “F” with “A” being the highest or best attainable level of service. Level of service “E” with average control delays of not more than 50 seconds per vehicle at an unsignalized intersection indicates near to or at capacity conditions and is generally considered the limit of acceptable level of service and delay. ===== PAGE 4 ===== Full definitions of levels of service for unsignalized intersections and level of service summaries are included in the Appendix. The intersections studied by this report were analyzed according to the procedures set forth in the Highway Capacity Manual 2022, using the Highway Capacity Software (HCS 2025). Findings were that exiting movements from the Shul parking lot to Pitney Lane will do so at level of service “A” during both the AM and PM peak street hours for the 2035 design year. Therefore, the site access to Pitney Lane will operate well within acceptable traffic engineering parameters At the Pitney Lane intersection with South Cooks Bridge Road, vehicles entering South Cooks Bridge Road from Pitney Lane experience delays during peak hours. Existing and no-build levels of service for Pitney Lane traffic entering South Cooks Bridge Road operate at level of service “F” conditions. The additional traffic generated by the Shul expansion will not have a significant impact on the intersection and will add approximately 5 additional approach movements during morning and afternoon peak hours, one 1 vehicle every 12 minutes. ## SITE PLAN AND PARKING The Site Plan, prepared by Civil Core Consulting (CCC), shows a single point of access to Pitney Lane and a 32-space parking lot. The expanded parking lot will better serve worshippers at the Shul by allowing 32 vehicles to be parked on site without utilization of permitted on-street parking along Pitney Lane. ## CONCLUSIONS It is concluded, based on MRA's analysis that the proposed Shul expansion at 45 Pitney Lane will not have a significant impact on traffic conditions in the area. The Shul expansion will generate approximately 10 inbound and 10 outbound vehicle trips during morning and afternoon peak hours and will have a minimal impact on the intersection of Pitney Lane/South Cooks Bridge Road. Exiting traffic to Pitney Lane from the site driveway will do so at level of service "A" during both the morning and afternoon peak hours for the 2035 design year. The Site Plan itself has been properly designed with 9-foot wide by 18-foot-deep parking spaces and 24-foot aisles for circulation purposes. ===== PAGE 5 ===== Jackson Township Planning Board A representative from MRA will be in attendance at an upcoming Jackson Township Planning Board meeting to provide expert testimony and answer questions Board members, Board experts or the public may have. Very truly yours,
Image
John H. Rea, PE Principal
Image
Scott T. Kennel Sr. Associate cc: Yosef Portnoy, PE ===== PAGE 6 ===== APPENDIX ===== PAGE 7 =====
Image
McDONOUGH & REA ASSOCIATES [2] [F2] TRAFFIC AND TRANSPORTATION CONSULTINGFIGURE 1
JOB NO.DATE:
25-173SEPT 2025
SUBJECT:PITNEY LANE SHUL
SITE LOCATION MAP
===== PAGE 8 ===== LEGEND:← AM PSH(PM PSH)
Image
FIGURE2
JOB NO.DATE:
25-173SEPT 2025
===== PAGE 9 =====
McDONOUGH & REA ASSOCIATES TRAFFIC AND TRANSPORTATION CONSULTINGFIGURE 3
JOB NO. 25-173DATE: SEPT 2025
SUBJECT:PITNEY LANE SHUL NEW SITE GENERATED TRAFFIC VOLUMES
Image [F22] [F2]
LEGEND:← AM PSH(PM PSH)
===== PAGE 10 =====
1N
LEGEND: ◀— AM PSH(PM PSH) ## SITE
[9F] McDONOUGH & REA ASSOCIATES TRAFFIC AND TRANSPORTATION CONSULTINGFIGURE 4
JOB NO.DATE:
25-173SEPT 2025
SUBJECT:PITNEY LANE SHUL DESIGN YEAR 2035 NO - BUILD TRAFFIC VOLUMES
Image
===== PAGE 11 =====
Image McDONOUGH & REA ASSOCIATES TRAFFIC AND TRANSPORTATION CONSULTINGFIGURE 5
JOB NO. 25-173DATE: SEPT 2025
SUBJECT: PITNEY LANE SHUL DESIGN YEAR 2035 BUILD TRAFFIC VOLUMES
Image ← 88(142) [F2] δ] Image (86)66 uparrow (20)34 downarrow (17)33 downarrow (916)1026 → SOUTH COOKS BRIDGE ROAD
LEGEND:← AM PSH(PM PSH)
===== PAGE 12 =====
LEVEL OF SERVICE CRITERIA FOR TWO-WAY STOP-CONTROLLED INTERSECTIONS1
Level of ServiceAverage Control Delay
A≤ 10.0 Seconds Per Vehicle
B> 10.0 and ≤ 15.0 Seconds Per Vehicle
C> 15.0 and ≤ 25.0 Seconds Per Vehicle
D> 25.0 and ≤ 35.0 Seconds Per Vehicle
E> 35.0 and ≤ 50.0 Seconds Per Vehicle
F> 50.0 Seconds Per Vehicle
===== PAGE 13 =====
HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionPTNEY LANE & SITE ACCESS
Agency/Co.MRAJurisdiction
Date Performed9/19/2025East/West StreetPITNEY
Analysis Year2035North/South StreetSITE ACCESS
Time AnalyzedAMPeak Hour Factor0.95
Intersection OrientationEast-WestAnalysis Time Period (hrs)0.25
Project Description25-173AFB-2 BUILD
Lanes
Image
Major Street: East-West
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULT
Priority1U1234U4567891011
Number of Lanes0010001001000
ConfigurationTRLTLR
Volume (veh/h)951616881616
Percent Heavy Vehicles (%)333
Proportion Time Blocked
Percent Grade (%)0
Right Turn Channelized
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)4.17.16.2
Critical Headway (sec)4.136.436.23
Base Follow-Up Headway (sec)2.23.53.3
Follow-Up Headway (sec)2.233.533.33
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)1734
Capacity, c (veh/h)1465830
v/c Ratio0.010.04
95% Queue Length, Qas (veh)0.00.1
95% Queue Length, Qas (ft)0.02.6
Control Delay (s/veh)7.50.19.5
Level of Service (LOS)AAA
Approach Delay (s/veh)1.29.5
Approach LOSAA
Copyright © 2025 University of Florida. All Rights Reserved. HCSTM TWSC Version 2025 Generated: 9/19/2025 9:27:34 AM
HCS™ TWSC Version 2025 25-173AFB-2.xtw ===== PAGE 14 =====
HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionPTNEY LANE & SITE ACCESS
Agency/Co.MRAJurisdiction
Date Performed9/19/2025East/West StreetPITNEY
Analysis Year2035North/South StreetSITE ACCESS
Time AnalyzedPMPeak Hour Factor0.95
Intersection OrientationEast-WestAnalysis Time Period (hrs)0.25
Project Description25-173PFB-2 BUILD
Lanes
Image
Major Street, East-West
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULT
Priority1U1234U4567891011
Number of Lanes0010001001000
ConfigurationTRLTLR
Volume (veh/h)1018814288
Percent Heavy Vehicles (%)333
Proportion Time Blocked
Percent Grade (%)0
Right Turn Channelized
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)4.17.16.2
Critical Headway (sec)4.136.436.23
Base Follow-Up Headway (sec)2.23.53.3
Follow-Up Headway (sec)2.233.533.33
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)817
Capacity, c (veh/h)1468807
v/c Ratio0.010.02
95% Queue Length, Q95 (veh)0.00.1
95% Queue Length, Q95 (ft)0.02.6
Control Delay (s/veh)7.50.09.6
Level of Service (LOS)AAA
Approach Delay (s/veh)0.49.6
Approach LOSAA
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ TWSC Version 2025 25-173PFB-2.xtw Generated: 9/19/2025 9:32:18 AM ===== PAGE 15 =====
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULTR
Priority1011127891U1234U456
Number of Lanes01000000100010
ConfigurationLRLTTR
Volume (veh/h)58282793389653
Percent Heavy Vehicles (%)333
Proportion Time Blocked
Percent Grade (%)0
Right Turn Channelized
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.16.24.1
Critical Headway (sec)6.436.234.13
Base Follow-Up Headway (sec)3.53.32.2
Follow-Up Headway (sec)3.533.332.23
Delay. Queue Length, and Level of Service
Flow Rate, v (veh/h)9128
Capacity, c (veh/h)80689
v/c Ratio1.140.04
95% Queue Length, Qas (veh)6.60.1
95% Queue Length, Qas (ft)169.02.6
Control Delay (s/veh)236.710.50.9
Level of Service (LOS)FBA
Approach Delay (s/veh)236.71.2
Approach LOSFA
Image
General InformationSite Information
AnalystSTKIntersectionPTNEY LANE & SO COOKS BR
Agency/Co.MRAJurisdiction
Date Performed9/19/2025East/West StreetPITNEY
Analysis Year2025North/South StreetSO COOKS BR
Time AnalyzedAMPeak Hour Factor0.95
Intersection OrientationNorth-SouthAnalysis Time Period (hrs)0.25
Project Description25-173AE-1
Lanes
===== PAGE 16 ===== HCS™ TWSC Version 2025 25-173ANB-1.xtw A N A N A N A N Major Street: North-South 40000000000
リカイエネトル
Copyright © 2025 University of Florida. All Rights Reserved.
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULTR
Priority1011127891U1234U456
Number of Lanes01000000100010
ConfigurationLRLTTR
Volume (veh/h)6431301026100358
Percent Heavy Vehicles (%)333
Proportion Time Blocked
Percent Grade (%)0
Right Turn Channelized
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.16.24.1
Critical Headway (sec)6.436.234.13
Base Follow-Up Headway (sec)3.53.32.2
Follow-Up Headway (sec)3.533.332.23
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)10032
Capacity, c (veh/h)56622
v/c Ratio1.770.05
95% Queue Length, Q95 (veh)9.40.2
95% Queue Length, Q95 (ft)240.65.1
Control Delay (s/veh)527.211.11.4
Level of Service (LOS)FBA
Approach Delay (s/veh)527.21.7
Approach LOSFA
Image
ソイナイアントイク Generated: 9/19/2025 9:14:38 AM
General InformationSite Information
AnalystSTKIntersectionPTNEY LANE & SO COOKS BR
Agency/Co.MRAJurisdiction
Date Performed9/19/2025East/West StreetPITNEY
Analysis Year2035North/South StreetSO COOKS BR
Time AnalyzedAMPeak Hour Factor0.95
Intersection OrientationNorth-SouthAnalysis Time Period (hrs)0.25
Project Description25-173ANB-1 NOBUILD
Lanes
## HCS Two-Way Stop-Control Report ===== PAGE 17 =====
ལྟར་ཡོད་པ་ཡོད་པ་ཡོད་པ་ཡོད་པ་ཡ
A NITT T NITT Major Street: North-South 0000000000
ふーヘッヘッヘッ
## HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionPTNEY LANE & SO COOKS BR
Agency/Co.MRAJurisdiction
Date Performed9/19/2025East/West StreetPITNEY
Analysis Year2035North/South StreetSO COOKS BR
Time AnalyzedAMPeak Hour Factor0.95
Intersection OrientationNorth-SouthAnalysis Time Period (hrs)0.25
Project Description25-173AFB-1 BUILD
Lanes
Image
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULTR
Priority1011127891U1234U456
Number of Lanes01000000100010
ConfigurationLRLTTR
Volume (veh/h)6631331026100360
Percent Heavy Vehicles (%)333
Proportion Time Blocked
Percent Grade (%)0
Right Turn Channelized
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.16.24.1
Critical Headway (sec)6.436.234.13
Base Follow-Up Headway (sec)3.53.32.2
Follow-Up Headway (sec)3.533.332.23
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)10235
Capacity, c (veh/h)55621
v/c Ratio1.870.06
95% Queue Length, Q_{95} (veh)9.80.2
95% Queue Length, Q_{95} (ft)250.95.1
Control Delay (s/veh)571.911.11.6
Level of Service (LOS)FBA
Approach Delay (s/veh)571.91.9
Approach LOSFA
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ TWSC Version 2025 25-173AFB-1.xtw Generated: 9/19/2025 9:17:41 AM ===== PAGE 18 =====
HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionPTNEY LANE & SO COOKS BR
Agency/Co.MRAJurisdiction
Date Performed9/19/2025East/West StreetPITNEY
Analysis Year2025North/South StreetSO COOKS BR
Time AnalyzedPMPeak Hour Factor0.95
Intersection OrientationNorth-SouthAnalysis Time Period (hrs)0.25
Project Description25-173PE-1
Lanes
Image
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULTR
Priority01011127891U1234U456
Number of Lanes01000000100010
ConfigurationLRLTTR
Volume (veh/h)761513833912116
Percent Heavy Vehicles (%)333
Proportion Time Blocked
Percent Grade (%)0
Right Turn Channelized
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.16.24.1
Critical Headway (sec)6.436.234.13
Base Follow-Up Headway (sec)3.53.32.2
Follow-Up Headway (sec)3.533.332.23
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)9614
Capacity, c (veh/h)80641
v/c Ratio1.200.02
95% Queue Length, Q95 (veh)7.10.1
95% Queue Length, Q95 (ft)181.82.6
Control Delay (s/veh)258.010.70.4
Level of Service (LOS)FBA
Approach Delay (s/veh)258.00.6
Approach LOSFA
HCS™ TWSC Version 2025 25-173PE-1.xtw ===== PAGE 19 =====
HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionPTNEY LANE & SO COOKS BR
Agency/Co.MRAJurisdiction
Date Performed9/19/2025East/West StreetPITNEY
Analysis Year2035North/South StreetSO COOKS BR
Time AnalyzedPMPeak Hour Factor0.95
Intersection OrientationNorth-SouthAnalysis Time Period (hrs)0.25
Project Description25-173PNB-1 NOBUILD
Lanes
Image
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULTR
Priority1011127891U1234U456
Number of Lanes01000000100010
ConfigurationLRLTTR
Volume (veh/h)8417149161003128
Percent Heavy Vehicles (%)333
Proportion Time Blocked
Percent Grade (%)0
Right Turn Channelized
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.16.24.1
Critical Headway (sec)6.436.234.13
Base Follow-Up Headway (sec)3.53.32.2
Follow-Up Headway (sec)3.533.332.23
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)10615
Capacity, c (veh/h)60583
v/c Ratio1.770.03
95% Queue Length, Q95 (veh)9.80.1
95% Queue Length, Q95 (ft)250.92.6
Control Delay (s/veh)514.911.30.6
Level of Service (LOS)FBA
Approach Delay (s/veh)514.90.8
Approach LOSFA
Copyright © 2025 University of Florida. All Rights Reserved. HCS ™ TWSC Version 2025 Generated: 9/19/2025 9:20:08 AM
HCS™ TWSC Version 2025 25-173PNB-1.xtw ===== PAGE 20 ===== HCS™ TWSC Version 2025 25-173PFB-1.xtw
山
JULIAHUA AIDTETT Major Street North-South Copyright © 2025 University of Florida. All Rights Reserved.
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULTR
Priority1011127891U1234U456
Number of Lanes01000000100010
ConfigurationLRLTTR
Volume (veh/h)8620179161003130
Percent Heavy Vehicles (%)333
Proportion Time Blocked
Percent Grade (%)0
Right Turn Channelized
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.16.24.1
Critical Headway (sec)6.436.234.13
Base Follow-Up Headway (sec)3.53.32.2
Follow-Up Headway (sec)3.533.332.23
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)11218
Capacity, c (veh/h)60582
v/c Ratio1.860.03
95% Queue Length, Qos (veh)10.50.1
95% Queue Length, Qos (ft)268.82.6
Control Delay (s/veh)554.411.40.8
Level of Service (LOS)FBA
Approach Delay (s/veh)554.40.9
Approach LOSFA
Generated: 9/19/2025 9:22:05 AM
Image
うすぅぅぅぅ
General InformationSite Information
AnalystSTKIntersectionPTNEY LANE & SO COOKS BR
Agency/Co.MRAJurisdiction
Date Performed9/19/2025East/West StreetPITNEY
Analysis Year2035North/South StreetSO COOKS BR
Time AnalyzedPMPeak Hour Factor0.95
Intersection OrientationNorth-SouthAnalysis Time Period (hrs)0.25
Project Description25-173PFB-1 BUILD
Lanes
## HCS Two-Way Stop-Control Report ===== PAGE 21 ===== 45 PITNEY LANE SHUL PITNEY LANE & SOUTH COOKS BRIDGE ROAD JACKSON TOWNSHIP, OCEAN COUNTY MRA JOB 25-173 THURSDAY AM COUNT # McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076 File Name : 25173 pitney & cooks bridge am1 Site Code : 00025173
Groups Printed-CARS - TRUCKS - SCHOOL BUS
Start Date : 9/11/2025 Page No :1
South Cooks Bridge RoadSouth Cooks Bridge RoadPitney Lane
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
07:00 AM9821001100101347208
07:15 AM1681618421581607310354
07:30 AM22019239118018110515435
07:45 AM17011181424925318220454
Total6564870486876953814521451
08:00 AM16015175218919121324390
08:15 AM222122344182186131326446
08:30 AM24019259217417612416451
08:45 AM17020190318819118422403
Total79266858117337446424881690
09:00 AM20611217318218518523425
09:15 AM22913242522222791019488
09:30 AM233182511227428610919556
09:45 AM22811239725526221425526
Total89653949279339605828861995
Grand Total234416725114623532399160662265136
Apprch %93.36.71.998.170.829.2
Total %45.63.348.90.945.846.73.11.34.4
South Cooks Bridge RoadSouth Cooks Bridge RoadPitney LaneInt. Total
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. Total
Peak Hour From 07:00 AM to 09:45 AM - Peak 1 of 1
Intersection Volume09:00 AM1995
8965394927933960582886
Percent94.45.62.897.267.432.6
09:30 Volume233182511227428610919556
Peak Factor0.897
High Int. Volume09:30 AM09:30 AM09:45 AM
Peak Factor
===== PAGE 22 ===== McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076 45 PITNEY LANE SHUL File Name : 25173 s cooks bridge & pitney pm1 PITNEY LANE & SOUTH COOKS BRIDGE ROAD Site Code : 00025173 JACKSON TOWNSHIP, OCEAN COUNTY Start Date : 7/16/2025 MRA JOB 25-173 WEDNESDAY PM COUNT Page No : 1 Groups Printed-CARS - TRUCKS - SCHOOL BUS
South Cooks Bridge RoadSouth Cooks Bridge RoadPitney Lane
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
03:00 PM196152111315216517421397
03:15 PM17633209414514918422380
03:30 PM18928217717618313215415
03:45 PM14435179415816217421362
Total705111816286316596514791554
04:00 PM187222091141142819360
04:15 PM206242301118219314115438
04:30 PM20727234620120719322463
04:45 PM19328221520020525833459
Total793101894237247476613791720
05:00 PM13017147913114012214301
05:15 PM18929218615816422527409
05:30 PM18029209412112528533367
05:45 PM18840228512813310616377
Total687115802245385627218901454
Grand Total218532725127518931968203452484728
Approx %87.013.03.896.281.918.1
Total %46.26.953.11.640.041.64.31.05.2
South Cooks Bridge RoadSouth Cooks Bridge RoadPitney Lane
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
Peak Hour From 03:00 PM to 05:45 PM - Peak 1 of 1
Intersection04:00 PM04:30 PM04:45 PM0.929
Volume793101894237247476613791720
Percent88.711.33.196.983.516.5
04:30 Volume20727234620120719322463
Peak Factor
High Int.04:30 PM04:30 PM04:45 PM
Volume20727234620120725833
Peak Factor0.9550.9020.598
===== PAGE 23 =====
SOUTH COOKS BRIDGE ROAD (A.K.A. COUNTY ROUTE NO. 54)
Image
32 years
NO. REVISION | DATE | BY ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HERE IN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER. # Civil Core CIVIL CORE CONSULTING, LLC 1969 RUTGERS UNIVERSITY BLVD. LAKEWOOD, NJ 08701 NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28395400 PROJECT: PRELIMINARY/FINAL MAJOR SITE PLAN FOR PITNEY SHUL LOCATION: BLOCK 21001, LOT 1 JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY DRAWING TITLE: LAYOUT PLAN
PROJECT NO. 25033DATE 07/11/2025DRAWN BY JSCHECKED BY YP
SCALE AS NOTED
SHEET NO. 3 OF