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doc12077 18871.pdf
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Page 1
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1 · FIGURE
2 · HEADER
3 · HEADER
4 · TEXT
5 · TEXT
6 · TEXT
7 · TEXT
8 · HEADING
9 · TEXT
10 · HEADING
11 · TEXT
12 · LIST
13
14
15
16
17 · FOOTER
18 · FOOTER
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"text": "Traffic and Transportation Consulting",
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"text": "Kevin P. McDonough (1953-1994)\nJohn H. Rea, P.E.\nJay S. Troutman, Jr., P.E.\nScott T. Kennel"
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"text": "December 1, 2025"
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"text": "Jackson Township Planning Board\n95 West Veterans Highway\nJackson, New Jersey 08527"
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"text": "Re: Proposed Shul\n88 North New Prospect Road\nLot 14 of Block 5804\nJackson Township, Ocean County\nMRA File No. 25-143"
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"text": "Dear Board Members:",
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"text": "McDonough & Rea Associates (MRA) has been asked to provide Planning Board with a Traffic Impact Analysis for plans to construct a House of Worship (Shul) on the noted property. The property is located on the west side of North New Prospect Road approximately opposite Newark Avenue (access to Crawford Rodriguez Elementary School) as shown on Figure 1, a site Location Map, in the Appendix. Plans prepared by Haler Consulting (HC) show a single point of access, opposite Newark Avenue and 48 parking spaces to support the Shul."
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"text": "In order to prepare a thorough Traffic Impact Analysis, MRA conducted the following tasks:"
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"text": "Made field visits to the site to establish existing roadway and traffic conditions in the area.",
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"text": "Conducted peak hour traffic counts at the intersection of North New Prospect Road/Newark Avenue.",
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"text": "Prepared estimates of additional traffic to be generated by the Shul, based on a worst-case scenario, one in which all 48 parking spaces turn over during a critical peak hour.",
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"text": "Prepared estimates of future traffic volume demand for a design year of 2035 after consulting the New Jersey Department of Transportation's background traffic growth rate data for the area.",
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"text": "Please reply to:",
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"text": "1431 Lakewood Road, Suite C, Manasquan, NJ 08736 • (732) 528-7076 • Fax (732) 528-6673\n105 Elm Street, Lower Level, Westfield, NJ 07090 • (908) 789-7180 • Fax (908) 789-7181",
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Page 2
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2 · HEADER
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7 · LIST
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10 · TEXT
11 · HEADING
12 · TEXT
13 · TEXT
14 · HEADING
15 · TEXT
16 · HEADING
17 · TEXT
18 · FOOTER
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"text": "Conducted a level of service capacity analysis for the intersection of North New Prospect Road/Newark Avenue/site access to Shul.",
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"text": "The following report sets forth the database accumulated and the conclusions reached with respect to the proposed Shul at 88 North New Prospect Road."
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"text": "The subject property is located on the west side of North New Prospect Road opposite Newark Avenue. It currently contains a single-family home. North New Prospect Road is a north/south Ocean County roadway designated as CR 641. It generally provides for 1 travel lane in each direction with shoulders in the vicinity of the site."
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"text": "Newark Avenue intersects North New Prospect Road as the stem of a “T” intersection from the east. Newark Avenue provides access to the Crawford Rodriguez Elementary School."
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"text": "Traffic volume data was collected by conducting manual turning movement counts at the intersection of North New Prospect Road/Newark Avenue. The counts were conducted from 7:00 AM to 10:00 AM and from 2:30 PM to 5:30 PM in order to capture peak hour traffic generated by the Crawford Rodriguez Elementary School. The morning peak hour occurred between 8:15 AM and 9:15 AM, consistent with arrivals at the Crawford Rodriguez Elementary School (school starts at 9:10 AM). The PM peak street hour occurred between 4:15 PM and 5:15 PM, outside of the peak hour for the Crawford Rodriguez Elementary School which dismisses students at 3:20 PM. Figure 2 in the Appendix illustrates the existing AM (8:15 AM to 9:15 AM and PM (4:15 PM to 5:15 PM) traffic volumes at the intersection."
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"text": "Estimates of traffic to be generated by the Shul, were made after reviewing the number of parking spaces proposed (48) and assuming that all parking spaces turn over during the critical peak hour in the morning when services are held. For the afternoon peak hour, since the Shul traffic will be less critical than the morning peak hour services, parking spaces were anticipated to turn over at a rate of 50 percent. Therefore, the following Table illustrates the anticipated AM and PM peak street hour traffic generation for the Shul."
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"text": "TABLE I\nTRIP GENERATION\nPROPOSED SHUL-88 NORTH NEW PROSPECT ROAD (48 PARKING SPACES)",
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"text": "50 percent to and from the north on North New Prospect Road"
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"text": "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)."
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"text": "Findings were that exiting movements from the Shul driveway will do so at level of service “D” during the AM peak street hour for the build condition and level of service “D” for the PM peak street hour for the build condition. It should be further noted that a crossing guard is located at the intersection of North New Prospect Road/Newark Avenue during school arrival and dismissal hours and assists pedestrians crossing the intersection. The crossing guard also assists traffic entering North New Prospect Road from Newark Avenue (and from the Shul driveway when constructed). Therefore, the intersection of North New Prospect Road/Newark Avenue/Shul driveway will operate within acceptable traffic engineering parameters for the 2035 design year."
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"text": "The Site Plan, prepared by HC, shows a single point of access to North New Prospect Road and 48 parking spaces to support the Shul. Access is provided to the north side of the Shul building for fire access and access to the trash enclosure which is located at the northwest corner of the site. Parking stalls are dimensioned at 9 feet wide by 18 feet deep in keeping with current standards and 2-way circulation aisles are dimensioned at 24 feet between parking spaces and 18 feet for access to the trash enclosure (no parking spaces are located along the 18-foot-wide aisle)."
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Page 9
9 item(s)
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Page 10
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Page 10 JSON
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Page 11
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Page 11 JSON
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"text": "N PROPOSED SHUL (15) 434(761) 68(1) 24(15) 22(3) X(X) 28(1) NEWARK AVENUE (15)24(X) X(X) 24(15)24(15)24(X) 28(1) ACCESS TO CRAWFORD-RODRIGUEZ SCHOOL NORTH NEW PROSPECT ROAD",
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Page 12
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Page 18
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319 · FIGURE
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"text": "SHUL - 88 N. NEW PROSPECT ROAD\nN. NEW PROSPECT ROAD & NEWARK AVENUE\nJACKSON TOWNSHIP, OCEAN COUNTY\nMRA JOB 25-143 THURSDAY PM COUNT"
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Page 19
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table (1)
table_cell (6)
1 · FIGURE
2 · FIGURE
3 · TABLE
4
5
6
7
8
9
Page 19 JSON
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