Rebuilt HTML — PaddleOCR-VL (Baidu)
Semantic HTML reconstructed from the OCR item tree (headings, text, lists, tables, form fields). overlay · view JSON
Traffic and Transportation Consulting
Kevin P. McDonough (1953-1994) John H. Rea, P.E. Jay S. Troutman, Jr., P.E. Scott T. Kennel
Jackson Township Planning Board 95 West Veterans Highway Jackson, New Jersey 08527
January 9, 2026
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:
- Made field visits to the site to establish existing roadway and traffic conditions in the area.
- Conducted peak hour traffic counts at the intersection of Pitney Lane/South Cooks Bridge Road.
- Conducted parking counts at the existing Shul during roadway peak hours.
- 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.
- 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
Jackson Township Planning Board
-2-
- 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.
- 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.
Jackson Township Planning Board
-3-
January 9, 2026
TABLE I TRIP GENERATION 45 PITNEY LANE SHUL EXPANSION
AMPSH PMPSH
IN OUT TOTAL IN OUT TOTAL
10 10 20 10 10 20
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.
Jackson Township Planning Board
-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.
Jackson Township Planning Board
-5-
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,
John H. Rea, PE Principal
Principal
Scott T. Kennel Sr. Associate
cc: Yosef Portnoy, PE
FIGURE 5
McDONOUGH & REA ASSOCIATES TRAFFIC AND TRANSPORTATION CONSULTING JOB NO. 25-173 DATE: SEPT 2025
SUBJECT: PITNEY LANE SHUL DESIGN YEAR 2035 BUILD TRAFFIC VOLUMES
← 88(142) [F2] δ] (86)66 uparrow (20)34 downarrow (17)33 downarrow (916)1026 → SOUTH COOKS BRIDGE ROAD
LEGEND:← AM PSH(PM PSH)
LEVEL OF SERVICE CRITERIA FOR TWO-WAY STOP-CONTROLLED INTERSECTIONS1
| Level of Service | Average 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 |
1 Transportation Research Board, Highway Capacity Manual 2022, National Research Council, Washington, DC, 2022.
| HCS Two-Way Stop-Control Report | |||||||||||||||
| General Information | Site Information | ||||||||||||||
| Analyst | STK | Intersection | PTNEY LANE & SITE ACCESS | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |||||||||||||
| Date Performed | 9/19/2025 | East/West Street | PITNEY | ||||||||||||
| Analysis Year | 2035 | North/South Street | SITE ACCESS | ||||||||||||
| Time Analyzed | AM | Peak Hour Factor | 0.95 | ||||||||||||
| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 | ||||||||||||
| Project Description | 25-173AFB-2 BUILD | ||||||||||||||
| Lanes | |||||||||||||||
 | |||||||||||||||
| Major Street: East-West | |||||||||||||||
| Vehicle Volumes and Adjustments | |||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | |||||||||||
| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T |
| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | ||
| Number of Lanes | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 0 | ||
| Configuration | TR | LT | LR | ||||||||||||
| Volume (veh/h) | 95 | 16 | 16 | 88 | 16 | 16 | |||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | ||||||||||||
| Proportion Time Blocked | |||||||||||||||
| Percent Grade (%) | 0 | ||||||||||||||
| Right Turn Channelized | |||||||||||||||
| Median Type | Storage | Undivided | ||||||||||||||
| Critical and Follow-up Headways | |||||||||||||||
| Base Critical Headway (sec) | 4.1 | 7.1 | 6.2 | ||||||||||||
| Critical Headway (sec) | 4.13 | 6.43 | 6.23 | ||||||||||||
| Base Follow-Up Headway (sec) | 2.2 | 3.5 | 3.3 | ||||||||||||
| Follow-Up Headway (sec) | 2.23 | 3.53 | 3.33 | ||||||||||||
| Delay, Queue Length, and Level of Service | |||||||||||||||
| Flow Rate, v (veh/h) | 17 | 34 | |||||||||||||
| Capacity, c (veh/h) | 1465 | 830 | |||||||||||||
| v/c Ratio | 0.01 | 0.04 | |||||||||||||
| 95% Queue Length, Qas (veh) | 0.0 | 0.1 | |||||||||||||
| 95% Queue Length, Qas (ft) | 0.0 | 2.6 | |||||||||||||
| Control Delay (s/veh) | 7.5 | 0.1 | 9.5 | ||||||||||||
| Level of Service (LOS) | A | A | A | ||||||||||||
| Approach Delay (s/veh) | 1.2 | 9.5 | |||||||||||||
| Approach LOS | A | A | |||||||||||||
| 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
| HCS Two-Way Stop-Control Report | |||||||||||||||
| General Information | Site Information | ||||||||||||||
| Analyst | STK | Intersection | PTNEY LANE & SITE ACCESS | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |||||||||||||
| Date Performed | 9/19/2025 | East/West Street | PITNEY | ||||||||||||
| Analysis Year | 2035 | North/South Street | SITE ACCESS | ||||||||||||
| Time Analyzed | PM | Peak Hour Factor | 0.95 | ||||||||||||
| Intersection Orientation | East-West | Analysis Time Period (hrs) | 0.25 | ||||||||||||
| Project Description | 25-173PFB-2 BUILD | ||||||||||||||
| Lanes | |||||||||||||||
 | |||||||||||||||
| Major Street, East-West | |||||||||||||||
| Vehicle Volumes and Adjustments | |||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | |||||||||||
| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T |
| Priority | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | ||
| Number of Lanes | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 0 | ||
| Configuration | TR | LT | LR | ||||||||||||
| Volume (veh/h) | 101 | 8 | 8 | 142 | 8 | 8 | |||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | ||||||||||||
| Proportion Time Blocked | |||||||||||||||
| Percent Grade (%) | 0 | ||||||||||||||
| Right Turn Channelized | |||||||||||||||
| Median Type | Storage | Undivided | ||||||||||||||
| Critical and Follow-up Headways | |||||||||||||||
| Base Critical Headway (sec) | 4.1 | 7.1 | 6.2 | ||||||||||||
| Critical Headway (sec) | 4.13 | 6.43 | 6.23 | ||||||||||||
| Base Follow-Up Headway (sec) | 2.2 | 3.5 | 3.3 | ||||||||||||
| Follow-Up Headway (sec) | 2.23 | 3.53 | 3.33 | ||||||||||||
| Delay, Queue Length, and Level of Service | |||||||||||||||
| Flow Rate, v (veh/h) | 8 | 17 | |||||||||||||
| Capacity, c (veh/h) | 1468 | 807 | |||||||||||||
| v/c Ratio | 0.01 | 0.02 | |||||||||||||
| 95% Queue Length, Q95 (veh) | 0.0 | 0.1 | |||||||||||||
| 95% Queue Length, Q95 (ft) | 0.0 | 2.6 | |||||||||||||
| Control Delay (s/veh) | 7.5 | 0.0 | 9.6 | ||||||||||||
| Level of Service (LOS) | A | A | A | ||||||||||||
| Approach Delay (s/veh) | 0.4 | 9.6 | |||||||||||||
| Approach LOS | A | A | |||||||||||||
HCS™ TWSC Version 2025 25-173PFB-2.xtw
Copyright © 2025 University of Florida. All Rights Reserved.
Generated: 9/19/2025 9:32:18 AM
| Vehicle Volumes and Adjustments | |||||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T | R | |
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | |||
| Number of Lanes | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | |||
| Configuration | LR | LT | TR | ||||||||||||||
| Volume (veh/h) | 58 | 28 | 27 | 933 | 896 | 53 | |||||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | ||||||||||||||
| Proportion Time Blocked | |||||||||||||||||
| Percent Grade (%) | 0 | ||||||||||||||||
| Right Turn Channelized | |||||||||||||||||
| Median Type | Storage | Undivided | ||||||||||||||||
| Critical and Follow-up Headways | |||||||||||||||||
| Base Critical Headway (sec) | 7.1 | 6.2 | 4.1 | ||||||||||||||
| Critical Headway (sec) | 6.43 | 6.23 | 4.13 | ||||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | ||||||||||||||
| Follow-Up Headway (sec) | 3.53 | 3.33 | 2.23 | ||||||||||||||
| Delay. Queue Length, and Level of Service | |||||||||||||||||
| Flow Rate, v (veh/h) | 91 | 28 | |||||||||||||||
| Capacity, c (veh/h) | 80 | 689 | |||||||||||||||
| v/c Ratio | 1.14 | 0.04 | |||||||||||||||
| 95% Queue Length, Qas (veh) | 6.6 | 0.1 | |||||||||||||||
| 95% Queue Length, Qas (ft) | 169.0 | 2.6 | |||||||||||||||
| Control Delay (s/veh) | 236.7 | 10.5 | 0.9 | ||||||||||||||
| Level of Service (LOS) | F | B | A | ||||||||||||||
| Approach Delay (s/veh) | 236.7 | 1.2 | |||||||||||||||
| Approach LOS | F | A | |||||||||||||||
| General Information | Site Information | ||
| Analyst | STK | Intersection | PTNEY LANE & SO COOKS BR |
|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |
| Date Performed | 9/19/2025 | East/West Street | PITNEY |
| Analysis Year | 2025 | North/South Street | SO COOKS BR |
| Time Analyzed | AM | Peak Hour Factor | 0.95 |
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 |
| Project Description | 25-173AE-1 | ||
| Lanes | |||
HCS Two-Way Stop-Control Report
Generated: 9/19/2025 9:14:38 AM
HCS™ TWSC Version 2025 25-173ANB-1.xtw
Copyright © 2025 University of Florida. All Rights Reserved.
| Vehicle Volumes and Adjustments | ||||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | ||||||||||||
| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T | R |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | ||
| Number of Lanes | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | ||
| Configuration | LR | LT | TR | |||||||||||||
| Volume (veh/h) | 64 | 31 | 30 | 1026 | 1003 | 58 | ||||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | |||||||||||||
| Proportion Time Blocked | ||||||||||||||||
| Percent Grade (%) | 0 | |||||||||||||||
| Right Turn Channelized | ||||||||||||||||
| Median Type | Storage | Undivided | |||||||||||||||
| Critical and Follow-up Headways | ||||||||||||||||
| Base Critical Headway (sec) | 7.1 | 6.2 | 4.1 | |||||||||||||
| Critical Headway (sec) | 6.43 | 6.23 | 4.13 | |||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | |||||||||||||
| Follow-Up Headway (sec) | 3.53 | 3.33 | 2.23 | |||||||||||||
| Delay, Queue Length, and Level of Service | ||||||||||||||||
| Flow Rate, v (veh/h) | 100 | 32 | ||||||||||||||
| Capacity, c (veh/h) | 56 | 622 | ||||||||||||||
| v/c Ratio | 1.77 | 0.05 | ||||||||||||||
| 95% Queue Length, Q95 (veh) | 9.4 | 0.2 | ||||||||||||||
| 95% Queue Length, Q95 (ft) | 240.6 | 5.1 | ||||||||||||||
| Control Delay (s/veh) | 527.2 | 11.1 | 1.4 | |||||||||||||
| Level of Service (LOS) | F | B | A | |||||||||||||
| Approach Delay (s/veh) | 527.2 | 1.7 | ||||||||||||||
| Approach LOS | F | A | ||||||||||||||
A N A N A N A N Major Street: North-South
ソイナイアントイク
| General Information | Site Information | ||
| Analyst | STK | Intersection | PTNEY LANE & SO COOKS BR |
|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |
| Date Performed | 9/19/2025 | East/West Street | PITNEY |
| Analysis Year | 2035 | North/South Street | SO COOKS BR |
| Time Analyzed | AM | Peak Hour Factor | 0.95 |
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 |
| Project Description | 25-173ANB-1 NOBUILD | ||
| Lanes | |||
HCS Two-Way Stop-Control Report
Generated: 9/19/2025 9:17:41 AM
HCS™ TWSC Version 2025 25-173AFB-1.xtw
Copyright © 2025 University of Florida. All Rights Reserved.
| Vehicle Volumes and Adjustments | ||||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | ||||||||||||
| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T | R |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | ||
| Number of Lanes | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | ||
| Configuration | LR | LT | TR | |||||||||||||
| Volume (veh/h) | 66 | 31 | 33 | 1026 | 1003 | 60 | ||||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | |||||||||||||
| Proportion Time Blocked | ||||||||||||||||
| Percent Grade (%) | 0 | |||||||||||||||
| Right Turn Channelized | ||||||||||||||||
| Median Type | Storage | Undivided | |||||||||||||||
| Critical and Follow-up Headways | ||||||||||||||||
| Base Critical Headway (sec) | 7.1 | 6.2 | 4.1 | |||||||||||||
| Critical Headway (sec) | 6.43 | 6.23 | 4.13 | |||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | |||||||||||||
| Follow-Up Headway (sec) | 3.53 | 3.33 | 2.23 | |||||||||||||
| Delay, Queue Length, and Level of Service | ||||||||||||||||
| Flow Rate, v (veh/h) | 102 | 35 | ||||||||||||||
| Capacity, c (veh/h) | 55 | 621 | ||||||||||||||
| v/c Ratio | 1.87 | 0.06 | ||||||||||||||
| 95% Queue Length, Q_{95} (veh) | 9.8 | 0.2 | ||||||||||||||
| 95% Queue Length, Q_{95} (ft) | 250.9 | 5.1 | ||||||||||||||
| Control Delay (s/veh) | 571.9 | 11.1 | 1.6 | |||||||||||||
| Level of Service (LOS) | F | B | A | |||||||||||||
| Approach Delay (s/veh) | 571.9 | 1.9 | ||||||||||||||
| Approach LOS | F | A | ||||||||||||||
ふーヘッヘッヘッ
ལྟར་ཡོད་པ་ཡོད་པ་ཡོད་པ་ཡོད་པ་ཡ
| General Information | Site Information | ||
| Analyst | STK | Intersection | PTNEY LANE & SO COOKS BR |
|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |
| Date Performed | 9/19/2025 | East/West Street | PITNEY |
| Analysis Year | 2035 | North/South Street | SO COOKS BR |
| Time Analyzed | AM | Peak Hour Factor | 0.95 |
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 |
| Project Description | 25-173AFB-1 BUILD | ||
| Lanes | |||
HCS Two-Way Stop-Control Report
| HCS Two-Way Stop-Control Report | ||||||||||||||||
| General Information | Site Information | |||||||||||||||
| Analyst | STK | Intersection | PTNEY LANE & SO COOKS BR | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | ||||||||||||||
| Date Performed | 9/19/2025 | East/West Street | PITNEY | |||||||||||||
| Analysis Year | 2025 | North/South Street | SO COOKS BR | |||||||||||||
| Time Analyzed | PM | Peak Hour Factor | 0.95 | |||||||||||||
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 | |||||||||||||
| Project Description | 25-173PE-1 | |||||||||||||||
| Lanes | ||||||||||||||||
 | ||||||||||||||||
| Vehicle Volumes and Adjustments | ||||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | ||||||||||||
| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T | R |
| Priority | 0 | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | |
| Number of Lanes | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | ||
| Configuration | LR | LT | TR | |||||||||||||
| Volume (veh/h) | 76 | 15 | 13 | 833 | 912 | 116 | ||||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | |||||||||||||
| Proportion Time Blocked | ||||||||||||||||
| Percent Grade (%) | 0 | |||||||||||||||
| Right Turn Channelized | ||||||||||||||||
| Median Type | Storage | Undivided | |||||||||||||||
| Critical and Follow-up Headways | ||||||||||||||||
| Base Critical Headway (sec) | 7.1 | 6.2 | 4.1 | |||||||||||||
| Critical Headway (sec) | 6.43 | 6.23 | 4.13 | |||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | |||||||||||||
| Follow-Up Headway (sec) | 3.53 | 3.33 | 2.23 | |||||||||||||
| Delay, Queue Length, and Level of Service | ||||||||||||||||
| Flow Rate, v (veh/h) | 96 | 14 | ||||||||||||||
| Capacity, c (veh/h) | 80 | 641 | ||||||||||||||
| v/c Ratio | 1.20 | 0.02 | ||||||||||||||
| 95% Queue Length, Q95 (veh) | 7.1 | 0.1 | ||||||||||||||
| 95% Queue Length, Q95 (ft) | 181.8 | 2.6 | ||||||||||||||
| Control Delay (s/veh) | 258.0 | 10.7 | 0.4 | |||||||||||||
| Level of Service (LOS) | F | B | A | |||||||||||||
| Approach Delay (s/veh) | 258.0 | 0.6 | ||||||||||||||
| Approach LOS | F | A | ||||||||||||||
HCS™ TWSC Version 2025 25-173PE-1.xtw
| HCS Two-Way Stop-Control Report | ||||||||||||||||
| General Information | Site Information | |||||||||||||||
| Analyst | STK | Intersection | PTNEY LANE & SO COOKS BR | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | ||||||||||||||
| Date Performed | 9/19/2025 | East/West Street | PITNEY | |||||||||||||
| Analysis Year | 2035 | North/South Street | SO COOKS BR | |||||||||||||
| Time Analyzed | PM | Peak Hour Factor | 0.95 | |||||||||||||
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 | |||||||||||||
| Project Description | 25-173PNB-1 NOBUILD | |||||||||||||||
| Lanes | ||||||||||||||||
 | ||||||||||||||||
| Vehicle Volumes and Adjustments | ||||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | ||||||||||||
| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T | R |
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | ||
| Number of Lanes | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | ||
| Configuration | LR | LT | TR | |||||||||||||
| Volume (veh/h) | 84 | 17 | 14 | 916 | 1003 | 128 | ||||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | |||||||||||||
| Proportion Time Blocked | ||||||||||||||||
| Percent Grade (%) | 0 | |||||||||||||||
| Right Turn Channelized | ||||||||||||||||
| Median Type | Storage | Undivided | |||||||||||||||
| Critical and Follow-up Headways | ||||||||||||||||
| Base Critical Headway (sec) | 7.1 | 6.2 | 4.1 | |||||||||||||
| Critical Headway (sec) | 6.43 | 6.23 | 4.13 | |||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | |||||||||||||
| Follow-Up Headway (sec) | 3.53 | 3.33 | 2.23 | |||||||||||||
| Delay, Queue Length, and Level of Service | ||||||||||||||||
| Flow Rate, v (veh/h) | 106 | 15 | ||||||||||||||
| Capacity, c (veh/h) | 60 | 583 | ||||||||||||||
| v/c Ratio | 1.77 | 0.03 | ||||||||||||||
| 95% Queue Length, Q95 (veh) | 9.8 | 0.1 | ||||||||||||||
| 95% Queue Length, Q95 (ft) | 250.9 | 2.6 | ||||||||||||||
| Control Delay (s/veh) | 514.9 | 11.3 | 0.6 | |||||||||||||
| Level of Service (LOS) | F | B | A | |||||||||||||
| Approach Delay (s/veh) | 514.9 | 0.8 | ||||||||||||||
| Approach LOS | F | A | ||||||||||||||
| 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
Generated: 9/19/2025 9:22:05 AM
HCS™ TWSC Version 2025 25-173PFB-1.xtw
Copyright © 2025 University of Florida. All Rights Reserved.
| Vehicle Volumes and Adjustments | ||||||||||||||||
| Approach | Eastbound | Westbound | Northbound | Southbound | ||||||||||||
| Movement | U | L | T | R | U | L | T | R | U | L | T | R | U | L | T | R |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Priority | 10 | 11 | 12 | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | ||
| Number of Lanes | 0 | 1 | 0 | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | ||
| Configuration | LR | LT | TR | |||||||||||||
| Volume (veh/h) | 86 | 20 | 17 | 916 | 1003 | 130 | ||||||||||
| Percent Heavy Vehicles (%) | 3 | 3 | 3 | |||||||||||||
| Proportion Time Blocked | ||||||||||||||||
| Percent Grade (%) | 0 | |||||||||||||||
| Right Turn Channelized | ||||||||||||||||
| Median Type | Storage | Undivided | |||||||||||||||
| Critical and Follow-up Headways | ||||||||||||||||
| Base Critical Headway (sec) | 7.1 | 6.2 | 4.1 | |||||||||||||
| Critical Headway (sec) | 6.43 | 6.23 | 4.13 | |||||||||||||
| Base Follow-Up Headway (sec) | 3.5 | 3.3 | 2.2 | |||||||||||||
| Follow-Up Headway (sec) | 3.53 | 3.33 | 2.23 | |||||||||||||
| Delay, Queue Length, and Level of Service | ||||||||||||||||
| Flow Rate, v (veh/h) | 112 | 18 | ||||||||||||||
| Capacity, c (veh/h) | 60 | 582 | ||||||||||||||
| v/c Ratio | 1.86 | 0.03 | ||||||||||||||
| 95% Queue Length, Qos (veh) | 10.5 | 0.1 | ||||||||||||||
| 95% Queue Length, Qos (ft) | 268.8 | 2.6 | ||||||||||||||
| Control Delay (s/veh) | 554.4 | 11.4 | 0.8 | |||||||||||||
| Level of Service (LOS) | F | B | A | |||||||||||||
| Approach Delay (s/veh) | 554.4 | 0.9 | ||||||||||||||
| Approach LOS | F | A | ||||||||||||||
AIDTETT Major Street North-South
うすぅぅぅぅ
山
| General Information | Site Information | ||
| Analyst | STK | Intersection | PTNEY LANE & SO COOKS BR |
|---|---|---|---|
| Agency/Co. | MRA | Jurisdiction | |
| Date Performed | 9/19/2025 | East/West Street | PITNEY |
| Analysis Year | 2035 | North/South Street | SO COOKS BR |
| Time Analyzed | PM | Peak Hour Factor | 0.95 |
| Intersection Orientation | North-South | Analysis Time Period (hrs) | 0.25 |
| Project Description | 25-173PFB-1 BUILD | ||
| Lanes | |||
HCS Two-Way Stop-Control Report
South Cooks Bridge Road South Cooks Bridge Road Pitney Lane Int. Total
Southbound Northbound Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total
Peak Hour From 07:00 AM to 09:45 AM - Peak 1 of 1
Intersection Volume 09:00 AM 1995
896 53 949 27 933 960 58 28 86
Percent 94.4 5.6 2.8 97.2 67.4 32.6
09:30 Volume 233 18 251 12 274 286 10 9 19 556
Peak Factor 0.897
High Int. Volume 09:30 AM 09:30 AM 09:45 AM
Peak Factor
| South Cooks Bridge Road | South Cooks Bridge Road | Pitney Lane | ||||||||
| Southbound | Northbound | Eastbound | ||||||||
| Start Time | Thru | Right | App. Total | Left | Thru | App. Total | Left | Right | App. Total | Int. Total |
|---|---|---|---|---|---|---|---|---|---|---|
| 07:00 AM | 98 | 2 | 100 | 1 | 100 | 101 | 3 | 4 | 7 | 208 |
| 07:15 AM | 168 | 16 | 184 | 2 | 158 | 160 | 7 | 3 | 10 | 354 |
| 07:30 AM | 220 | 19 | 239 | 1 | 180 | 181 | 10 | 5 | 15 | 435 |
| 07:45 AM | 170 | 11 | 181 | 4 | 249 | 253 | 18 | 2 | 20 | 454 |
| Total | 656 | 48 | 704 | 8 | 687 | 695 | 38 | 14 | 52 | 1451 |
| 08:00 AM | 160 | 15 | 175 | 2 | 189 | 191 | 21 | 3 | 24 | 390 |
| 08:15 AM | 222 | 12 | 234 | 4 | 182 | 186 | 13 | 13 | 26 | 446 |
| 08:30 AM | 240 | 19 | 259 | 2 | 174 | 176 | 12 | 4 | 16 | 451 |
| 08:45 AM | 170 | 20 | 190 | 3 | 188 | 191 | 18 | 4 | 22 | 403 |
| Total | 792 | 66 | 858 | 11 | 733 | 744 | 64 | 24 | 88 | 1690 |
| 09:00 AM | 206 | 11 | 217 | 3 | 182 | 185 | 18 | 5 | 23 | 425 |
| 09:15 AM | 229 | 13 | 242 | 5 | 222 | 227 | 9 | 10 | 19 | 488 |
| 09:30 AM | 233 | 18 | 251 | 12 | 274 | 286 | 10 | 9 | 19 | 556 |
| 09:45 AM | 228 | 11 | 239 | 7 | 255 | 262 | 21 | 4 | 25 | 526 |
| Total | 896 | 53 | 949 | 27 | 933 | 960 | 58 | 28 | 86 | 1995 |
| Grand Total | 2344 | 167 | 2511 | 46 | 2353 | 2399 | 160 | 66 | 226 | 5136 |
| Apprch % | 93.3 | 6.7 | 1.9 | 98.1 | 70.8 | 29.2 | ||||
| Total % | 45.6 | 3.3 | 48.9 | 0.9 | 45.8 | 46.7 | 3.1 | 1.3 | 4.4 | |
45 PITNEY LANE SHUL PITNEY LANE & SOUTH COOKS BRIDGE ROAD JACKSON TOWNSHIP, OCEAN COUNTY MRA JOB 25-173 THURSDAY AM COUNT
Groups Printed-CARS - TRUCKS - SCHOOL BUS
McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076
Page No :1
Start Date : 9/11/2025
Site Code : 00025173
File Name : 25173 pitney & cooks bridge am1
PITNEY LANE & SOUTH COOKS BRIDGE ROAD
45 PITNEY LANE SHUL
MRA JOB 25-173 WEDNESDAY PM COUNT
JACKSON TOWNSHIP, OCEAN COUNTY
| South Cooks Bridge Road | South Cooks Bridge Road | Pitney Lane | ||||||||
| Southbound | Northbound | Eastbound | ||||||||
| Start Time | Thru | Right | App. Total | Left | Thru | App. Total | Left | Right | App. Total | Int. Total |
|---|---|---|---|---|---|---|---|---|---|---|
| 03:00 PM | 196 | 15 | 211 | 13 | 152 | 165 | 17 | 4 | 21 | 397 |
| 03:15 PM | 176 | 33 | 209 | 4 | 145 | 149 | 18 | 4 | 22 | 380 |
| 03:30 PM | 189 | 28 | 217 | 7 | 176 | 183 | 13 | 2 | 15 | 415 |
| 03:45 PM | 144 | 35 | 179 | 4 | 158 | 162 | 17 | 4 | 21 | 362 |
| Total | 705 | 111 | 816 | 28 | 631 | 659 | 65 | 14 | 79 | 1554 |
| 04:00 PM | 187 | 22 | 209 | 1 | 141 | 142 | 8 | 1 | 9 | 360 |
| 04:15 PM | 206 | 24 | 230 | 11 | 182 | 193 | 14 | 1 | 15 | 438 |
| 04:30 PM | 207 | 27 | 234 | 6 | 201 | 207 | 19 | 3 | 22 | 463 |
| 04:45 PM | 193 | 28 | 221 | 5 | 200 | 205 | 25 | 8 | 33 | 459 |
| Total | 793 | 101 | 894 | 23 | 724 | 747 | 66 | 13 | 79 | 1720 |
| 05:00 PM | 130 | 17 | 147 | 9 | 131 | 140 | 12 | 2 | 14 | 301 |
| 05:15 PM | 189 | 29 | 218 | 6 | 158 | 164 | 22 | 5 | 27 | 409 |
| 05:30 PM | 180 | 29 | 209 | 4 | 121 | 125 | 28 | 5 | 33 | 367 |
| 05:45 PM | 188 | 40 | 228 | 5 | 128 | 133 | 10 | 6 | 16 | 377 |
| Total | 687 | 115 | 802 | 24 | 538 | 562 | 72 | 18 | 90 | 1454 |
| Grand Total | 2185 | 327 | 2512 | 75 | 1893 | 1968 | 203 | 45 | 248 | 4728 |
| Approx % | 87.0 | 13.0 | 3.8 | 96.2 | 81.9 | 18.1 | ||||
| Total % | 46.2 | 6.9 | 53.1 | 1.6 | 40.0 | 41.6 | 4.3 | 1.0 | 5.2 | |
| South Cooks Bridge Road | South Cooks Bridge Road | Pitney Lane | ||||||||
| Southbound | Northbound | Eastbound | ||||||||
| Start Time | Thru | Right | App. Total | Left | Thru | App. Total | Left | Right | App. Total | Int. Total |
| Peak Hour From 03:00 PM to 05:45 PM - Peak 1 of 1 | ||||||||||
| Intersection | 04:00 PM | 04:30 PM | 04:45 PM | 0.929 | ||||||
| Volume | 793 | 101 | 894 | 23 | 724 | 747 | 66 | 13 | 79 | 1720 |
| Percent | 88.7 | 11.3 | 3.1 | 96.9 | 83.5 | 16.5 | ||||
| 04:30 Volume | 207 | 27 | 234 | 6 | 201 | 207 | 19 | 3 | 22 | 463 |
| Peak Factor | ||||||||||
| High Int. | 04:30 PM | 04:30 PM | 04:45 PM | |||||||
| Volume | 207 | 27 | 234 | 6 | 201 | 207 | 25 | 8 | 33 | |
| Peak Factor | 0.955 | 0.902 | 0.598 | |||||||
Groups Printed-CARS - TRUCKS - SCHOOL BUS
McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076
Start Date : 7/16/2025
File Name : 25173 s cooks bridge & pitney pm1
Page No : 1
Site Code : 00025173