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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

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Jackson Township Planning Board

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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.

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Jackson Township Planning Board

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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.

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Jackson Township Planning Board

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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.

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Jackson Township Planning Board

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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

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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)

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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.

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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

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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

Generated: 9/19/2025 9:32:18 AM

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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

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Generated: 9/19/2025 9:14:38 AM

HCS™ TWSC Version 2025 25-173ANB-1.xtw

Movement	U	L	T	R	U	L	T	R	U	L	T	R	U	L	T	R
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound				Northbound				Southbound
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

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Generated: 9/19/2025 9:17:41 AM

HCS™ TWSC Version 2025 25-173AFB-1.xtw

Movement	U	L	T	R	U	L	T	R	U	L	T	R	U	L	T	R
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound				Northbound				Southbound
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

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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

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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

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Generated: 9/19/2025 9:22:05 AM

HCS™ TWSC Version 2025 25-173PFB-1.xtw

Movement	U	L	T	R	U	L	T	R	U	L	T	R	U	L	T	R
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound				Northbound				Southbound
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

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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

Start Time	Thru	Right	App. Total	Left	Thru	App. Total	Left	Right	App. Total	Int. Total
	South Cooks Bridge Road			South Cooks Bridge Road			Pitney Lane
	Southbound			Northbound			Eastbound
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

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PITNEY LANE & SOUTH COOKS BRIDGE ROAD

45 PITNEY LANE SHUL

MRA JOB 25-173 WEDNESDAY PM COUNT

JACKSON TOWNSHIP, OCEAN COUNTY

Start Time	Thru	Right	App. Total	Left	Thru	App. Total	Left	Right	App. Total	Int. Total
	South Cooks Bridge Road			South Cooks Bridge Road			Pitney Lane
	Southbound			Northbound			Eastbound
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

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