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Kevin P. McDonough (1953-1994) John H. Rea, P.E. Jay S. Troutman, Jr., P.E. Scott T. Kennel
McDonough & Rea Associates, Inc.
Traffic and Transportation Consulting
December 23, 2025
Jackson Township Planning Board 95 West Veterans Highway Jackson, New Jersey 08527
Re: Proposed Residential Subdivision. Lots 29 & 30 in Block 20101 102 Sams Road Jackson Township, Ocean County MRA File No. 25-202
Dear Board Members:
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.
SCOPE OF STUDY
In order to prepare a thorough Traffic Impact Analysis for the proposed residential subdivision, 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 South Cooks Bridge Road/Gail Chambers Road in order to inventory existing peak hour traffic volumes.
Prepared estimates of traffic to be generated by the 9 single-family dwellings based on Institute of Transportation Engineers (ITE) data and local research.
Distributed site generated traffic north and south along South Cooks Bridge Road in accordance with anticipated arrival and departure patterns.
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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McDonough & Rea Associates, Inc.
Traffic and Transportation Consulting 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
December 23, 2025
Prepared estimates of future traffic volume demand for a design year of 2035 in accordance with Ocean County Planning Board protocol.
Conducted level of service capacity analyses for the South Cooks Bridge Road and Gail Chambers Road intersection.
Reviewed the Subdivision Plan with respect to adherence to New Jersey Residential Site Improvement Standards (RSIS) and conformance with proper traffic engineering principles.
The following report sets forth the database accumulated and the conclusions reached with respect to the proposed residential subdivision.
EXISTING CONDITIONS
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.
EXISTING TRAFFIC VOLUMES
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.
TABLEI
2025 EXISTING TRAFFIC VOLUMES
ROADWAYAPPROACHAM PSHPM PSH
South Cooks Bridge RoadNorthbound540587
Southbound560590
Gail Chambers RoadEastbound5964
Westbound4780
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McDonough & Rea Associates, Inc.
Traffic and Transportation Consulting 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
-3
December 23, 2025
TRIP GENERATION/DISTRIBUTION
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.
TABLE II
TRIP GENERATION RATES ROYAL GROVE
AM PSH=1.3 Trips per Unit PM PSH=1.15 Trips per Unit
Based on the research data, the following Table illustrates the anticipated peak hour traffic generation for the subject property.
TABLE III TRIP GENERATION 9 SINGLE-FAMILY HOMES
AM PSHPMPSH
INOUTTOTALINOUTTOTAL
210128311
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:
80 percent to and from the south
20 percent to and from the north
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McDonough & Rea Associates, Inc.
Traffic and Transportation Consulting 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
-4-
December 23, 2025
ANALYSIS OF FUTURE TRAFFIC
A design year of 2035 was assumed in accordance with Ocean County Planning Board protocol. Existing peak hour traffic volumes were expanded by 10 percent after reviewing the New Jersey Department of Transportation's (NJDOT) background traffic growth rate data for the area to develop the 2035 no-build traffic volumes. Site generated and distributed traffic was then surcharged onto no-build volumes to establish the 2035 build traffic volumes, as detailed in Table IV.
TABLE IV SOUTH COOKSBRIDGE ROAD AND GAIL CHAMBERS ROAD 2035 BUILD TRAFFIC VOLUMES
ROADWAYAPPROACHMOVEMENTAMPSHPMPSH
South Cooks Bridge RoadNorthboundThru590645
Left4067
SouthboundRight1121
Thru615650
Gail Chambers RoadEastboundLeft1327
Right5640
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.
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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McDonough & Rea Associates, Inc.
Traffic and Transportation Consulting 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
-5-
December 23, 2025
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.
SUBDIVISION PLAN
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.
The proposed right-of-way of the proposed subdivision roadway is 50 feet in accordance with RSIS. Also, the right-of-way at the cul-de-sac bulb provides for a 50-foot radius also in compliance with RSIS.
CONCLUSIONS
It is concluded, based on the analysis set forth in this report, that the construction of 9 single family homes on the noted property will generate approximately 12 new AM peak street hour trips and 11 new PM peak street hour trips. The Subdivision Plan has been designed in accordance with New Jersey RSIS.
A representative of MRA will be in attendance at an upcoming Jackson Township Planning Board meeting to provide expert testimony and answer any questions Board members, Board experts or the public may have. Very truly yours,
Very truly yours,
John H. Rea, PE Principal
cc: Eli Halpert, PE
Scott T. Kennel Sr. Associate
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Page Created: June. 2020
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SAM ROAD SUBDIVISION S. COOKS BRIDGE RD & GAIL CHAMBERS RD JACKSON TOWNSHIP, OCEAN COUNTY MRA JOB 25-202 THURSDAY AM COUNT
Groups Printed-CARS - TRUCKS - SCHOOL BUS
South Cooks Bridge RoadSouth Cooks Bridge RoadGail Chambers Road
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
07:00 AM842862115117325208
07:15 AM944989129138538244
07:30 AM106511161271337714258
07:45 AM111211351701759615303
Total39513408225415632418421013
08:00 AM116412061351418816277
08:15 AM132313581411495914298
08:30 AM1363139101231335712284
08:45 AM15711581214015201414324
Total54111552365395751838561183
09:00 AM1342136813414201919297
09:15 AM1282130513914451318292
09:30 AM127313013131144549283
09:45 AM12211231314816101010294
Total5118519395525911046561166
Grand Total14473214799716321729521021543362
Approx %97.82.25.694.433.866.2
Total %43.01.044.02.948.551.41.53.04.6
South Cook's Bridge RoadSouth Cook's Bridge RoadGail Chambers Road
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
Peak Hour From 07:00 AM to 09:45 AM - Peak 1 of 1
Intersection08:15 AM
Volume5599568385385761049591203
Percent98.41.66.693.416.983.1
08:45 Volume15711581214015201414324
Peak Factor0.928
High Int.08:45 AM08:45 AM09:00 AM
Volume15711581214015201919
Peak Factor0.8990.9470.776
Groups Printed-CARS - TRUCKS - SCHOOL BUS
McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076
File Name : 25202 gail chambers & cooks bridge am1
Page No :1
Site Code : 00025202
Start Date : 10/30/2025
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！
South Cooks Bridge RoadSouth Cooks Bridge RoadGail Chambers Road
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
03:00 PM11201124146150369271
03:15 PM12841323135138235275
03:30 PM147315071671743912336
03:45 PM143214591421513811307
Total5309539235906131126371189
04:00 PM18421867153160156352
04:15 PM112711912142154178281
04:30 PM1293132131661793710321
04:45 PM138214081281364913289
Total5631457740589629928371243
05:00 PM1524156121531652911332
05:15 PM13561411310912241115278
05:30 PM16751721615717314923368
05:45 PM1364140201681886915343
Total59019609615876482638641321
Grand Total16834217251241766189046921383753
Approx %97.62.46.693.433.366.7
Total %44.81.146.03.347.150.41.22.53.7
South Cooks Bridge RoadSouth Cooks Bridge RoadGail Chambers Road
SouthboundNorthboundEastbound
Start TimeThruRightApp. TotalLeftThruApp. TotalLeftRightApp. TotalInt. Total
Peak Hour From 03:00 PM to 05:45 PM - Peak 1 of 1
Intersection05:00 PM05:45 PM05:30 PM0.897
Volume59019609615876482638641321
Percent96.93.19.490.640.659.4
05:30 Volume16751721615717314923368
Peak Factor
High Int.05:30 PM05:45 PM05:30 PM
Volume167517220168188149230.696
Peak Factor0.8850.8620.696
MRA JOB 25-202 WEDNESDAY PM COUNT
JACKSON TOWNSHIP, OCEAN COUNTY
COOKS BRIDGE RD & GAIL CHAMBERS RD
SAM ROAD SUBDIVISION
Groups Printed-CARS - TRUCKS - SCHOOL BUS
(732) 528-7076
U McDonough & Rea Associates 1431 Lakewood Road Suite C
Manasquan NJ 08736
Page No :1
Start Date : 10/29/2025
Site Code : 00025202
File Name : 25202 gail chambers & cooks bridge pm1
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GEN0205
<div style="text-align: center;"><img src="imgs/img_in_chart_box_0_0_806_425.jpg" alt="Image" width="99%" /></div>
<div style="text-align: center;"><img src="imgs/img_in_chart_box_117_0_1047_182.jpg" alt="Image" width="88%" /></div>
2023 Build
← 065 (579) F on (79)
(67) 40 J Soht (61)
590 → cools BANG
38 J Soht (61) 38 J
570 → BAIE (587) 338
Job\underline{ ext{25-202}} McDonough & Rea Associates, Inc. Sheet No. _____ Of _____ 1431 Lakewood Road, Suite C Manasquan, New Jersey 08736 Calculated By \underline{ ext{STK}} Date \underline{ ext{DEC 2025}} 732-528-7076 Checked By _____ Date _____
Job 25-202
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BLOCKLOTPROPERTY LOCATIONOWNEROWNER ADDRESSRTL.STATE/ZIPA
201011.1630 MEADOW RUN COURTBERKWITS, YOSEF30 MEADOW RUN COURTJACKSON NJ 08527
201021.1831 MEADOW RUN COURTSPIRM, JONATHAN J & DSTROWIKY, G31 MEADOW RUN COURTJACKSON NJ 08527
201031.1729 MEADOW RUN COURTROTSTEIN, ELJX SHANDY29 MEADOW RUN CTTJACKSON NJ 08527
201011.1827 MEADOW RUN COURTCAIKKOWSKI, EOWARD M BL & BRUGGET27 MEADOW RUN CTTJACKSON NJ 08527
201011.1925 MEADOW RUN COURTJINGE, AMANDA25 MEADOW RUN CTTJACKSON NJ 08527
20101249 ITIAY COURTALCOOT, KEVIN & KRISTIN A9 ITIAY COURTJACKSON NJ 08527
20101257 KITAY COURTROSENBERG, JAYM & BROCHO7 KITAY CTTJACKSON NJ 08527
20101265 KITAY COURTSCHWARZ, JOSHUA & MICHAL5 KITAY CTTJACKSON NJ 08527
20101273 KITAY COURTFELICIANO, JOSE & LORRAINE3 KITAY CTTJACKSON NJ 08527
20101283 KITAY COURTKONN, TUIMA3 KITAY COURTJACKSON NJ 08527
2010229102 SAMS ROADSHAKKI LLC3450 CAKTON STREETSKOKE IL 60076
2010130SAMS ROADSHAKKI LLC3450 CAKTON STREETSKOKE IL 60076
202011101 SAMS ROADBUTAN PLAZA PROPERTIES LLC201 BENDERMERE AVEINTERLAKEN NJ 07712
202012SAMS ROADSAMS ROAD I LLC172 COLONY DRIVEJACKSON NJ 08527
202013111 SAMS ROADWEUTS, ROBERT & THERESA111 SAMS ROJACKSON NJ 08527
202014SAMS ROADSAMS ROAD I LLC172 COLONY DRIVEJACKSON NJ 08527
202015117 SAMS ROADBUTLER, SCOTT & CYNTHIA117 SAMS ROJACKSON NJ 08527
202019121 SAMS ROADNORALES, LUIS AIR121 SAMS RDJACKSON NJ 08527
202011310 DOVE MILL CRESCENTECKHAUS, EHIMON Z & CEHEN, TZIPORAH184 STRATFORD PLAGELAKEWOOD NJ 08701
202011417 DOVE MILL CRESCENTCZERK, YEHUDA17 DOVEMILL CRESCENTJACKSON NJ 08527
203011515 DOVE MILL CRESCENTMENTURA, ROCCO A15 DOVE MILL CRESJACKSON NJ 08527
203011613 DOVE MILL CRESCENTHOWARD, HARVIN13 DOVE MILL CRESCENTJACKSON NJ 08527
203011711 DOVE MILL CRESCENTSCHACHNOW, KEVIN & TEHILA11 DOVE MILL CRESCENTJACKSON NJ 08527
2030127559 E VETERANS HIGHWAYTOV/THODOS LLC650 8TH STLAKEWOOD NJ 08701
2030128539 E VETERANS HIGHWAYTOV/THODOS LLC650 8TH STLAKEWOOD NJ 08701
CONCRETE SIDEWALK CONCRETE VERTICAL CURB DEPRESSED CONCRETE VERTICAL CURB 4" ROOF DRAIN
REINFORCED CONCRETE DRIVEWAY APRON
SIGNED PROFESSIONAL BAEDEATELY IF ANY FIELD CONDITIONS
DA THOSE REPRESENTED HERON AND/OR IF SUCH CONDITIONS, IN THE
DILD MEMBER THE DESIGN SHOWN HEREON旦DAPROPRIATE OR
UTILITY POLE RELOCATIONS
ND STATE REGULATORY PERMETS, AGENCY REVIEW AND APPROVAL
ND ARE HADAS & HADAS, RESPECTIVELY.
D BY THE PLANING BOARD OF
AN COUNTY, NEW JERSEY
DATE
DATE
DATE
VER SHEET
D MAJOR SUBDIVISION
SAMS ROAD
10101 LOT 29830
4, OCEAN COUNTY, NEW JERSEY
PLICANT: XXXXXXXXX
Utilities: NJ Natural Gas Co., P.O. Box 1484, Wall, NJ 07719 JCP&L Co., 101 Crawford's Corner Road, Building #1, Suite 1-511, Holmdel NJ 07733 Monmouth Cablestation Assoc., 1501 16th Ave, Wall Tep, NJ 07719 Verizon New Jersey Inc., 777 Parkway Ave, Trenton, NJ 08818
TO BE NOTIFIED
PROPERTY ADDITIONAL TEXT
R-1 SUBDIVISION
REQUIREDLOT 29LOT 30LOT 30.01LOT 30.02LOT 30.03LOT 30.04LOT 30.05LOT 30.06LOT 30.07LOT 30.08LOT 30.09LOT 30.10LOT 30.11
MINIMUM REQUIRED LOT.DIMENSIONS
AREA1 ACRE4.99 ACRE8.21 ACRE1.00 ACRE1.00 ACRE1.00 ACRE1.41 ACRE1.01 ACRE1.10 ACRE1.08 ACRE2.39 ACRE1.22 ACRE0.458 ACRE0.341 ACRE
LOT WOTH (FEET) (AT WTH. FRONT SETBACK)150337.67631.60217.17181.63165.95150.00209.81150.51178.20151.00150.25177.79122.31^{**}
LOT FRONTAGE (FEET)75337.67631.90148.84150.79155.25113.81188.35112.36146.8583.69109.94193.20122.31
LOT DEPTH (FEET)200645.00845.00200.00200.00270.72205.27201.29201.29207.43259.32203.01135.22^{**}165.95^{**}
MINIMUM REQUIRED YABD.DIMENSIONS
FRONT4071.8671.8672.1199.7175.4079.8065.7140.3054.06N/AN/A
SIDE (ONE)2044.9747.5971.8048.4559.5348.4840.5428.4535.52N/AN/A
REAR5078.4378.4344.4377.5876.8274.7964.84147.5986.21N/AN/A
MAX. BLDG. HEIGHT (FEET)35<35<35<35<35<35<35<35<35<35N/AN/A
MAX BLDG. COVERAGE (%)159.169.169.169.529.098.368.473.837.50N/AN/A
PARKING4 SPACES/LOT
PRELIMINARY AND FINAL MAJOR SUBDIVISION PLAN
INDEX OF SHEETS:
SHEET #SHEET TITLEINITIAL RELEASE:REV. DATE
C100COVER SHEET10/05/2025
G200EXISING CONDITIONS & DEMOLUTION PLAN10/05/2025
C300SITE LAYOUT PLAN10/06/2024
C400CRADING'S DRAINAGE & UTILITY PLAN10/06/2025
C500LANDSCAPE'S TREE SAVE PLAN10/06/2024
C600LIGHTING PLAN10/06/2025
C800CONSTRUCTION DETAILS10/06/2025
C900CONSTRUCTION DETAILS10/06/2025
C100SOIL EROSION & SEDIMENT CONTROL PLAN10/06/2025
C100SOIL EROSION & SEDIMENT CONTROL PLAN10/06/2025
C1000EXISTING DRAINAGE AREA PLAN10/06/2025
C1001PROPOSED DRAINAGE AREA PLAN10/06/2025
C1002COLLECTION SYSTEM DRAINAGE AREA PLAN10/06/2025
C2000ROADWAY PROFILE PLAN10/06/2025
C2001ROADWAY CROSS SECTIONS10/06/2025
C2002ROADWAY CROSS SECTIONS10/06/2025
C2003ROADWAY CROSS SECTIONS10/06/2025
COVER SHEET
PRELIMINARY AND MAJOR SUBDIVISION 102 SAMS ROAD BLOCK 20101 LOT 29830 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: XXXXXXXXX
640 HENMAN ROAD, UREY 1, JACKSON, NEW JERSEY 08527 PH: (732) 806-7541 F. (732) 806-7439 OFFICE/HALLERONS/SLATING.COM COA ZHGAS821300 PRELIMINARY ERIC HALPERT PROFESSIONAL ENGINEER AND PLANNER NJ PELIC. NO. 55771 NJ PPL. LIC. NO. 6488 PROJECT NO. 25016 SCALE AS SHOWN
DATE 10-06-2025
SHEET NO. C100
CHAIRMANDATE
SECRETARYDATE
ENGINEERDATE
CERTIFICATION: APPROVED BY THE PLANING BOARD OF JACKSON TOWNSHIP OCEAN COUNTY, NEW JERSEY RESOLUTION NO.:
OWNER 10000000 101 SANS ROAD Jackson, NJ 08527
APPLICANT 10000000 10000000 JACKSON, NJ 08527
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 ZONE: R-1 PROPOSED USE: RESIDENTIAL EXISTING IMPROVEMENTS ON LOTS 29620 TO REMAINED. THE SITE WILL BE SERVED BY PUBLIC SEVER AND WATER. THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMENTS, AGENCY REVIEW AND APPROVAL. THE HORIZONAL AND VENTICAL DATUMS ARE HARDIS & HANDBRE, RESPECTIVELY. THIS SET OF PLANS HAS BEEN REPARRED FOR PURPOSE OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THESE 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. EXISTING 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. ALL MATERIALS, WORKMAKSHP AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: H.J. DEPARTMENT OF TRANSPORTATION/ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS CURRENTLY AUGURED. CURRENT, PREVAILING WORKSPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. CURRENT, INVESTING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS AND REQUIREMENTS: STANDARDS FOR SODE Emission AND SEMENTANT CONTROL IN NEW JERSEY CONTRACTOR 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. CONTRACTOR SALL COORDINATE ANY UTILITY POLE RELOCATIONS. THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULAR PERMENTS, AGENCY REVIEW AND APPROVAL. THE HORIZONAL AND VENTICAL DATUMS ARE HARDIS & HANDBRE, RESPECTIVELY.
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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
1 Transportation Research Board, Highway Capacity Manual 2022, National Research Council, Washington, DC, 2022.
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HCS™ TWSC Version 2025 25-202AFB.xtw
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
VozencUURURUUU
Priority1011127891U1234U45
Number of Vozenc00000000
ConfigurationLRLTTR
Volume (veh)12564080611
Percent Heavy Vehicles (%)333
Proportion of Vehicles Blocked
Percent Grade (%)0
Right to be in Control
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)7.16.24.1
Critical Headway (sec)6.56.24.5
Base Follow-Up Headway (sec)3.53.32.2
Follow-Up Headway (sec)3.73.62.2
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)7242
Capacity (veh/h)3.59.2
v/c Ratio0.210.05
95% Quality of Vehicles (veh)0.090.01
95% Queue Length, Qs (ft)20.52.6
Control Index (scwh)18.29.1
Level of Service (LOS)CA
Approach delay (scwh)18.20.6
Approach LOSCA
Copyright © 2025 University of Florida. All Rights Reserved.Copyright © 2025 University of Florida. All Rights Reserved.
境境
HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionSOUTH COOKS & GAIL CHAMBERS
Agency/CoWRAJurisdiction
Date Performed12/23/2025East/West StreetGAIL CHAMBERS
Analysis Year2035North/South StreetSOCOOKSBRIDGE RD
Time AnalyzedAMPeak Hour Factor0.95
Intersection OrientationNorth SouthAnalysis Time Period (hrs)0.25
Project Description25-202AFB BUILD
Lanes
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