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doc16593 102-Sams-Traffic-Report.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
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17 · FOOTER
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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 23, 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 Residential Subdivision.\nLots 29 & 30 in Block 20101\n102 Sams Road\nJackson Township, Ocean County\nMRA File No. 25-202"
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"text": "McDonough & Rea Associates (MRA) has been asked to provide the Planning Board with a Traffic Impact Analysis for a proposed residential subdivision with 9 building lots to be located on the noted property on Sams Road. The property is located on the west side of Sams Road south of Gail Chambers Road, as shown on Figure 1, a Site Location Map, in the Appendix."
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"text": "In order to prepare a thorough Traffic Impact Analysis for the proposed residential subdivision, 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 South Cooks Bridge Road/Gail Chambers Road in order to inventory existing peak hour traffic volumes.",
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"text": "Prepared estimates of traffic to be generated by the 9 single-family dwellings based on Institute of Transportation Engineers (ITE) data and local research.",
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"text": "Distributed site generated traffic north and south along South Cooks Bridge Road in accordance with anticipated arrival and departure patterns.",
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"text": "Please reply to:\n1431 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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"text": "Prepared estimates of future traffic volume demand for a design year of 2035 in accordance with Ocean County Planning Board protocol.",
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"text": "The following report sets forth the database accumulated and the conclusions reached with respect to the proposed residential subdivision."
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"text": "The subject property is located on the west side of Sams Road south of its intersection with Gail Chambers Road in Jackson Township. Sams Road is a 2-lane north/south Municipal local roadway with a generally level and straight horizontal alignment in the vicinity of the site. Sams Road has a posted speed limit of 35 MPH. Gail Chambers Road is a local 2-ane collector roadway with an east/west orientation connecting to South Cooks Bridge Road east of Sams Road."
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"text": "Traffic volume data was collected by conducted manual turning movement counts at the intersection of South Cooks Bridge Road/Gail Chambers Road. The counts were conducted during the AM and PM peak hours in October 2025. Table I details the AM and PM peak hour traffic volumes."
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"text": "December 23, 2025",
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"text": "Estimates of traffic to be generated by the single-family homes were made after consulting data published in the 12^{th} Edition of the ITE Trip Generation Manual and by reviewing research traffic counts conducted by MRA at an existing single-family home development in Jackson Township with similar characteristics to the single-family homes proposed for the subject property (counts conducted at the Royal Grove subdivision on CR 528). Based on the results of the research counts at Royal Grove, it was found that morning and afternoon peak hour traffic volumes generated by those homes were higher than rates suggested by ITE data. Specifically, the following peak hour traffic generation rates were observed at Royal Grove."
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"text": "With respect to the distribution of site generated traffic, a review was made of access to employment and shopping opportunities in the area and the area roadway network. Accordingly, traffic was distributed as follows:"
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Page 4
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1 · FIGURE
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"text": "Traffic and Transportation Consulting\n1431 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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"text": "Full definitions of levels of service for unsignalized intersections as well as 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 McTrans Highway Capacity Software (HCS 2025)."
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"text": "Findings were that the exiting movements from the Gail Chambers Road to South Cooks Bridge Road, during the morning peak hour, will do so at level of service “C”. For the afternoon peak hour, the intersection will operate at level of service “D”. Therefore, the offsite South Cooks Bridge Road intersection will operate within acceptable traffic engineering parameters."
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"text": "With respect to the residential subdivision cul-de-sac, we note that the new Jersey RSIS permits up to 24 single family homes to be constructed on a single point of access. Since 9 homes are proposed on the cul-de-sac, it complies with RSIS accessibility criteria. The Subdivision Plan details a 30-foot-wide roadway with parking permitted on both sides of the street in accordance with RSIS."
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Page 9
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1 · HEADER
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Page 9 JSON
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Page 10
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416 · TABLE
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511 · FIGURE
512 · TABLE
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520 · HEADING
521 · TEXT
522 · HEADING
523 · FIGURE
524 · TABLE
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531 · FOOTNOTE
532 · FOOTNOTE
533 · FOOTNOTE
534 · FOOTNOTE
535 · FOOTNOTE
536 · FOOTNOTE
Page 13 JSON
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"text": "10000000\n101 SANS ROAD\nJackson, NJ 08527\n2. APPLICANT\n10000000\n10000000\nJACKSON, NJ 08527\n3. THE PROPERTY IS SHOWN AS LOTS 29610, BLOCK 20101 AS SHOWN ON THE OFFICIAL TAX MAPS FOR THE TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY, SHEET NUMBER 302 AND CONSTS OF 577-9411.04 SF. OUTROUD AND TOPดGRAPH INFORMATION DEPICTED HEREON TAKEN FROM A PLAN DETISTED OUTROUD AND TOPGRAPH SURVEY FOR 102 SANS ROAD LOT 29620 BLOCK 20101 PREPARED BY CLEARPOINT SERVICES, LLC, DATED 06-04-2015\nZONE: R-1\nPROPOSED USE: RESIDENTIAL\nEXISTING IMPROVEMENTS ON LOTS 29620 TO REMAINED.\nTHE SITE WILL BE SERVED BY PUBLIC SEVER AND WATER.\nTHIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMENTS, AGENCY REVIEW AND APPROVAL.\nTHE HORIZONAL AND VENTICAL DATUMS ARE HARDIS & HANDBRE, RESPECTIVELY.\nTHIS SET OF PLANS HAS BEEN REPARRED FOR PURPOSE OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL.\nTHESE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE DRAWINGS AND EACH DRAWING HAS BEEN REVISED TO INDICATE ISSUED FOR CONSTRUCTION.\nEXISTING UTILITIES CONNECTIONS SHALL BE USED IF POSSIBLE. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT Guaranteed AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VER�TE ALL INFORMATION TO HIS SATISFACTION FROM OR EXCAVATION, AND NOTIFY IN ONE CALL AS REQUIRED BY LAW. TEST PET INFORMATION SHALL BE GIVEN TO THE ENGINEER PERSON TO CONSTRUCTION TO PERMIT ADJUSTMENT AS REQUIRED TO AVID CONFLICTS.\nALL MATERIALS, WORKMAKSHP AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH:\nH.J. DEPARTMENT OF TRANSPORTATION/ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS CURRENTLY AUGURED.\nCURRENT, PREVAILING WORKSPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND REQUIREMENTS.\nCURRENT, INVESTING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS AND REQUIREMENTS:\nSTANDARDS FOR SODE Emission AND SEMENTANT CONTROL IN NEW JERSEY\nCONTRACTOR SALL NOTIFY THE UNDERSE�GHED PROFESSIONA IMAGINATELY IF ANY FILED CONDITIONS ENCOUNTERED DIFFER� MATERIALS FROM THOSE REPRESENTED HEROIN AND/OR IF SUCH CONDITIONS, IN THE CONTRACTORS' DIBON WOULD OR COULD BEHHER THE DESIGN SHOWN HEREON DUMPHOPRATE OR INEFFECTIVE.\nCONTRACTOR SALL COORDINATE ANY UTILITY POLE RELOCATIONS.\nTHIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULAR PERMENTS, AGENCY REVIEW AND APPROVAL.\nTHE HORIZONAL AND VENTICAL DATUMS ARE HARDIS & HANDBRE, RESPECTIVELY."
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Page 14
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1 · FIGURE
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