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McDonough & Rea Associates, Inc.
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 Zoning Board of Adjustment 95 West Veterans Highway Jackson, New Jersey 08527
Re: Butterfly Road Office Building Lots 31 & 32 of Block 15401 Jackson Township, Ocean County MRA File No. 25-208
March 27, 2026
SP 960 Butterfly Corner LLC
Dear Board Members:
McDonough & Rea Associates (MRA) has been asked to provide the Zoning Board of Adjustment with a Traffic Impact Analysis for plans to construct an 18,600 SF 2-story office building on the noted property. The property is located on the northeast corner of the intersection of Butterfly Road and East Veterans Highway as shown on Figure 1, a Site Location Map, in the Appendix.
Plans prepared by Professional Design Services (PDS) show a full access driveway to Butterfly Road and a right-in/right-out driveway to East Veterans Highway.
SCOPE OF STUDY
In order to prepare a thorough Traffic Impact Analysis for the office building, 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 East Veterans Highway/Butterfly Road/Grand Boulevard, in order to inventory existing peak hour traffic volumes.
Prepared estimates of traffic to be generated by the office building, based upon data published in the 12^{th} Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual.
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 Zoning Bd. of Adj.
-2
March 27, 2026
Projected traffic volumes to a design year of 2035 in accordance with Ocean County Planning Board protocol, including other known approved projects in the area and in consideration of the New Jersey Department of Transportation's (NJDOT) background traffic growth rate data for the area.
Conducted level of service capacity analyses for the site driveways to Butterfly Road and East Veterans Highway and for the off-site signalized intersection of East Veterans Highway/Butterfly Road/Grand Boulevard..
Reviewed the Site Plan with respect to adherence to proper traffic engineering principles, availability and accessibility of the parking supply, etc.
The following report sets forth our findings and conclusions.
EXISTING CONDITIONS
The property is located on the northeast corner of East Veterans Highway and Butterfly Road. East Veterans Highway is a major east/west Ocean County arterial designated as CR 528. In this area, CR 528 generally runs in a north/south alignment. Butterfly Road is a 2-lane local roadway running along the southern boundary of the property. Butterfly Road intersects East Veterans Highway at a signalized intersection opposite Grand Boulevard.
EXISTING TRAFFIC VOLUMES
Traffic volume data was collected by conducting manual turning movement counts at the intersection of Butterfly Road/East Veterans Highway/Grand Boulevard. Existing peak hour traffic volumes are shown on Figure 2 in the Appendix.
TRIP GENERATION/DISTRIBUTION
Estimates of traffic to be generated by the office building were made after consulting data published in the 12th Edition of the ITE Trip Generation Manual. Table I illustrates the anticipated AM and PM peak street hour traffic flow.
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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 Zoning Bd. of Adj.
-3-
March 27, 2026
TABLE I TRIP GENERATION RATES 18,600 SF OFFICE BUILDING
AMPSHPMPSH
INOUTTOTALINOUTTOTAL
3654184250
With respect to the anticipated distribution of traffic, a review was made of access to higher order roadways such as CR 528, CR 527, I-195, etc. Traffic was, therefore, distributed as follows:
40 percent to and from the west on CR 528
40 percent to and from the east on CR 528
10 percent to and from the north on Butterfly Road
10 percent to and from the south on Grand Boulevard
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 NJDOT's background traffic growth rate data for the area was consulted as well as a review of other projects in the vicinity of the site that have been approved. Specifically, other known projects in the vicinity of the site were included in a projection of future traffic flow. They are as follows:
Grawtown Estates subdivision – 482 single-family homes, 96 affordable apartments
RG 2 subdivision (GDP approved) – 200 residential units
➢ Swanborne GDP -253 residential units
361 Grawtown Road – 80 residential unit subdivision
Denton Pines - 43-unit subdivision
Grawtown Road – 24-unit subdivision (Lot 35, Block 19501)
Grawtown Road – 52-unit subdivision (Lots 13 & 14, Block 19403)
Grawtown Road – 59-unit subdivision (Lot 4, Block 19403)
Denton Lane – 25-unit subdivision (Lot 2, Block 20701)
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7
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 Zoning Bd. of Adj.
March 27, 2026
Figure 4 in the Appendix illustrates design year 2035 no-build traffic volumes, including traffic from the aforementioned projects as well as NJDOT growth rates. It is MRA's opinion that the design year 2035 no-build traffic volumes may represent an overestimation of actual traffic based on the fact that all approved projects are assumed to be built-out for the design year.
Site generated and distributed traffic was then surcharged onto no-build volumes and are shown on Figure 5 in the Appendix.
Traffic engineers calculate levels of service of unsignalized and signalized 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 or 80 seconds per vehicle at a signalized 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 and signalized 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).
EAST VETERANS HIGHWAY ACCESS
Findings were that exiting movements at the right-in/right-out driveway at East Veterans Highway, will do so at level of service “B” for both the AM and PM peak street hours for the 2035 design year. Therefore, this driveway will operate within acceptable traffic engineering parameters.
BUTTERFLY ROAD SITE ACCESS
Findings at the Butterfly Road full access driveway were that exiting movements and left turn entry movements will operate at level of service “A” during both the AM and PM peak street hours for the 2035 design year. Therefore, this driveway will operate within acceptable traffic engineering parameters.
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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 Zoning Bd. of Adj.
-5
March 27, 2026
BUTTERFLY ROAD/EAST VETERANS HIGHWAY/GRAND BOULEVARD
Findings at this off-site signalized intersection, were that existing no-build levels of service will be maintained following the completion of the office building. Specifically, intersection will operate at level of service “B” for both the AM and PM peak street hours for both the no-build and build conditions with minimal increases in delay at the intersection as a result of the office building construction. Therefore, this intersection will operate within acceptable traffic engineering parameters.
SITE PLAN & PARKING
The Site Plan, prepared by PDS, shows a full access driveway to Butterfly Road and a right-in/right-out driveway from and to the westbound lanes of CR 528. A total of 93 parking spaces are required by Jackson Township code and 93 spaces are provided, including credits for EV ready parking spaces (10 spaces). Full circulation around the building is provided and circulation lanes have been provided with No Parking-Fire Lane pavement markings.
CONCLUSIONS
It is concluded, based on MRA's analysis of the proposed 18,600 SF office building on the northeast corner of Butterfly Road/East Veterans Highway, that it can be approved and operate compatible with future traffic conditions in the area. Both driveways to East Veterans Highway and Butterfly Road will operate within acceptable traffic engineering parameters for peak hours for the 2035 design year. The off-site signalized intersection of Butterfly Road/East Veterans Highway/Grand Boulevard will be minimally affected by traffic from the office building and will continue to operate at level of service "B" for the 2035 design year for the build condition.
A representative of MRA will be in attendance at an upcoming Jackson Township Zoning Board of Adjustment 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: Mordechai Hirsch William Stevens, PE, PP
Scott T. Kennel Sr. Associate
cc: Mordechai Hirsch William Stevens, PE, PP
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M R McDONOUGH & REA ASSOCIATES TRAFFIC AND TRANSPORTATION CONSULTING FIGURE 1
JOB NO. DATE:
25-208 NOV 2025
SUBJECT:
BUTTERFLY ROAD OFFICE - JACKSON SITE LOCATION MAP
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McDONOUGH & REA ASSOCIATES FIGURE 2
TRAFFIC AND TRANSPORTATION CONSULTING JOB NO. 25-208 DATE: NOV 2025
SUBJECT: BUTTERFLY ROAD OFFICE - JACKSON EXISTING AM PSH(PM PSH) TRAFFIC VOLUMES - 2025 COUNTS
VETERANS HWY → 605(654) → (555)414 → 28(28) → 12(22) → 87(69) SITE
GRAND BLVD (8)7 → (15)27 → (10)16 → (18)17 → (519)379 → (98)56 → (133)111 → 127(119) BUTTERFLY ROAD
LEGEND:← AM PSH(PM PSH)
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M RMcDONOUGH & REA ASSOCIATES TRAFFIC AND TRANSPORTATION CONSULTINGFIGURE 3
JOB NO. 25-208DATE: NOV 2025
SUBJECT:BUTTERFLY ROAD OFFICE - JACKSON SITE GENERATED TRAFFIC VOLUMES
Image
Image
[F3]Image
GRAND14(3)1(4) 2(17)3(21) 1(4) 4(1)
BLVD14(3)1(4) 2(17)3(21) 1(4) 4(1)
(1)(2)(6)
(1)(2)(6)
(1)(2)(6)
(1)(2)(6
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McDONOUGH & REA ASSOCIATES FIGURE 4
TRAFFIC AND TRANSPORTATION CONSULTING JOB NO. 25-208 DATE: NOV 2025
SUBJECT: BUTTERFLY ROAD OFFICE - JACKSON 2035 NO - BUILD TRAFFIC VOLUMES
GRAND BLVD E. VETERANS HMY 745(901) 13(32) 704(843) 28(26) (32)49 (28)29 (21)20 SITE 119(149) BUTTERFLY ROAD
LEGEND:← AM PSH(PM PSH)
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[未识别]
McDONOUGH & REA ASSOCIATES FIGURE 5
TRAFFIC AND TRANSPORTATION CONSULTING JOB NO. 25-208 DATE: NOV 2025
SUBJECT: BUTTERFLY ROAD OFFICE - JACKSON 2035 BUILD TRAFFIC VOLUMES
VETERANS HWY 815(901) CR 528 SITE
1(17)
(17)
GRAND 13(32) 760(840) 43(35) BUTTERFLY ROAD
BLVD 32 49 12(46)
29 33 66(87)
21 20
LEGEND:← AM PSH(PM PSH)
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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 Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionVETERANS & SITE ACCESS
Agency/Co.MRAJurisdiction
Date Performed11/18/2025East/West StreetVETERANS
Analysis Year2035North/South StreetSITE ACCESS
Time AnalyzedAMPeak Hour Factor0.90
Intersection OrientationEast-WestAnalysis Time Period (hrs)0.25
Project Description25-208AFB-2 BUILD
Lanes
Image
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULT
Priority1U1234U4567891011
Number of Lanes0010001000000
ConfigurationTTRR
Volume (veh/h)8157157
Percent Heavy Vehides (%)
Proportion Time Blocked
Percent Grade (%)0
Right Turn ChannelizedNo
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)6.2
Critical Headway (sec)6.23
Base Follow-Up Headway (sec)3.3
Follow-Up Headway (sec)3.33
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)1
Capacity, c (Veh/h)384
v/c Ratio0.00
95% Queue Length, Q95 (veh)0.0
95% Queue Length, Q95 (ft)0.0
Control Delay (s/veh)14.4
Level of Service (LOS)B
Approach Delay (s/veh)14.4
Approach LOSB
Copyright © 2025 University of Florida. All Rights Reserved.
HCS™ TWSC Version 2025 25-208AFB-2.xtw
Generated: 12/9/2025 6:09:24 PM
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HCS Two-Way Stop-Control Report
General InformationSite Information
AnalystSTKIntersectionVETERANS & SITE ACCESS
Agency/Co.MRAJurisdiction
Date Performed11/18/2025East/West StreetVETERANS
Analysis Year2035North/South StreetSITE ACCESS
Time AnalyzedPMPeak Hour Factor0.90
Intersection OrientationEast-WestAnalysis Time Period (hrs)0.25
Project Description25-208PFB-2 BUILD
Lanes
[F2]
Vehicle Volumes and Adjustments
ApproachEastboundWestboundNorthboundSouthbound
MovementULTRULTRULTRULT
Priority1U1234U4567891011
Number of Lanes0010001000000
ConfigurationTTRR
Volume (veh/h)901727117
Percent Heavy Vehicles (%)
Proportion Time Blocked
Percent Grade (%)0
Right-Turn ChannelizedNo
Median Type | StorageUndivided
Critical and Follow-up Headways
Base Critical Headway (sec)\6.2
Critical Headway (sec)6.23
Base Follow-Up Headway (sec)3.3
Follow-Up Headway (sec)3.33
Delay Queue Length and Level of Service
Flow Rate, v (veh/h)19
Capacity, c (veh/h)379
v/c Ratio0.05
95% Queue Length, Qes (veh)0.2
95% Queue Length, Qas (ft)5.1
Control Delay (s/veh)15.0
Level of Service (LOS)B
Approach Delay (s/veh)15.0
Approach LOSB
Copyright © 2025 University of Florida. All Rights Reserved.
HCS™ TWSC Version 2025 25-208PFB-2.xtw
Generated: 12/9/2025 6:10:28 PM
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LEVEL OF SERVICE FOR SIGNALIZED INTERSECTIONS1
level of ServiceDescriptionControl (Signal) Delay Per Vehicle (Seconds)
AVery short delay, good progression; most vehicles do not stop at intersection.≤10.0
BGenerally good progression and/or short cycle length; more vehicles stop at intersection than at Level of Service “A.”>10.0 and ≤20.0
CFair progression and/or longer cycle length; significant number of vehicles stop at intersection, though many still pass through without stopping.>20.0 and ≤35.0
DCongestion becomes noticeable; longer delays from unfavorable progression, long cycle lengths, or high volume/capacity ratios; many vehicles stop at intersection.>35.0 and ≤55.0
EConsidered to be the limit of acceptable delay; indicative of poor progression, long cycle lengths, or high volume/capacity ratios; frequent individual cycles failures.>55.0 and ≤80.0
FOften an indication of over-saturation (i.e., arrival flow exceeds capacity); also caused by poor progression and long cycles lengths; capacity is not necessarily exceeded under this level of service.>80.0
1 Transportation Research Board, Highway Capacity Manual 2022, National Research Council, Washington, DC, 2022.
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General InformationIntersection Information
AgencyMRADuration, h0.250
AnalystSTKAnalysis DateArea TypeOther
JurisdictionTime PeriodAMPHF0.95
Urban StreetEAST VET HWYAnalysis Year2035NOBUILDAnalysis Period1> 7:00
IntersectionBUTTERFLY-GRANDFile Name25-208ANB-1.xus
Project Description25-208ANB-1
Demand InformationEBWBNBSB
Approach MovementLTRLTRLTRLT
Demand ( v ), veh/h287041313623424929206511
Signal Information
Cycle, s90.0Reference Phase2
Offset, s0Reference PointEndGreen7.058.010.00.00.00.0
UncoordinatedNoSimult. Gap E/WOnYellow3.04.04.00.00.00.0
Force ModeFixedSimult. Gap N/SOnRed0.02.02.00.00.00.0
Timer ResultsEBLEBTWBLWBTNBLNBTSBLSBT
Assigned Phase521684
Case Number1.14.01.14.08.08.0
Phase Duration, s10.064.010.064.016.016.0
Change Period, ( Y+R c ), s3.06.03.06.06.06.0
Max Allow Headway ( MAH ), s2.70.02.70.03.33.3
Queue Clearance Time ( g s ), s2.42.27.49.0
Green Extension Time ( g e ), s0.00.00.00.00.10.1
Phase Call-Probability1:001.001.001.00
Max Out Probability0.010.001.001.00
Movement Group ResultsEBWBNBSB
Approach MovementLTRLTRLTRLT
Assigned Movement52121616381874
Adjusted Flow Rate ( v ), veh/h2975514700103125
Adjusted Saturation Flow Rate ( s ), veh/h/ln178118641781184915911531
Queue Service Time ( g s ), s0.421.80.219.50.01.6
Cycle Queue Clearance Time ( g c ), s0.421.80.219.55.47.0
Green Ratio ( g/C )0.720.640.720.640.110.11
Capacity ( c ), veh/h52112014881192237232
Volume-to-Capacity Ratio ( X )0.0570.6280.0280.5870.4360.540
Back of Queue ( Q ), f1/ln ( 85 th percentile )62563231105128
Back of Queue ( Q ), veh/ln ( 85 th percentile )0.210.10.19.14.15.1
Queue Storage Ratio ( RQ ) ( 85 th percentile )0.000.000.000.000.000.00
Uniform Delay ( d1, s/veh6.29.66.79.237.938.6
Incremental Delay ( d2 ), s/veh0.22.50.12.15.78.7
Initial Queue Delay ( d s ), s/veh0.00.00.00.00.00.0
Control Delay ( d ), s/veh6.412.16.811.343.647.3
Level of Service (LOS)ABABDD
Approach Delay, s/veh / LOS11.8B11.2B43.6D47.3D
Intersection Delay, s/veh / LOS16.0B
Multimodal ResultsEBWBNBSB
Pedestrian LOS Score / LOS
Bicycle LOS Score / LOS
Copyright © 2025 University of Florida, All Rights Reserved.
HCS™ Streets Version 2025
Generated: 12/9/2025 6:00:52 PM
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HCS Signalized Intersection Results Summary
General InformationIntersection Information
AgencyMRADuration, h0.250
AnalystSTKAnalysis DateArea TypeOther
JurisdictionTime PeriodPMPHF0.95
Urban StreetEAST VET HWYAnalysis Year2035 NO BUILDAnalysis Period1 > 7:00
IntersectionBUTTERFLY-GRANDFile Name25-208PNB-1.xus
Project Description25-208PNB-1
Demand InformationEBWBNBSB
Approach MovementLTRLTRLTRLTR
Demand (v), veh/h26843322866246322821724235
Signal Information
Cycle, s90.0Reference Phase2
Offset, s0Reference PointEnd
UncoordinatedNoSimult. Gap E/WOnGreen7.058.010.00.00.00.0
Force ModeFixedSimult. Gap N/SOnYellow3.04.04.00.00.00.0
Timer ResultsRed0.02.02.00.00.00.0
Assigned PhaseEBLEBTWBLWBTNBLNBTSBLSBT
Case Number521684
Phase Duration, s1.14.01.14.08.08.0
Change Period, ( Y+Rc ), s10.064.010.064.016.016.0
Max Allow Headway ( MAH ), s3.06.03.06.06.06.0
Queue Clearance Time ( gs ), s2.70.02.70.03.23.2
Green Extension Time ( g,o ), s2.42.46.210.9
Phase Call Probability0.00.00.00.00.20.0
Max Out Probability1.001.001.001.00
Movement Group Results0.010.010.591.00
Approach MovementEBWBNBSB
Assigned MovementLTRLTRLTRLTR
Adjusted Flow Rate ( v ), veh/h5212161638187414
Adjusted Saturation Flow Rate ( s ), veh/h/ln279212974585157
Queue Service Time ( gs ), s178118581781184916451563
Cycle Queue Clearance Time ( gc ), s0.431.50.421.60.04.7
Green Ratio ( g/C )0.431.50.421.64.28.9
Capacity ( c ), veh/h0.720.640.720.640.110.11
Volume-to-Capacity Ratio ( X )49211973841191239233
Back of Queue ( Q ), ft/ln ( 85 th percentile)0.0560.7690.0770.6260.3570.673
Back of Queue ( Q ), veh/ln ( 85 th percentile)53641025488164
Queue Storage Ratio ( RQ ) ( 85 th percentile)0.214.30.410.03.56.5
Uniform Delay ( d1 ), s/veh0.000.000.000.000.000.00
Incremental Delay ( d2 ), s/veh6.711.310.19.537.439.4
Initial Queue Delay ( d3 ), s/veh0.24.80.42.54.114.5
Control Delay ( d ), s/veh0.00.00.00.00.00.0
Level of Service (LOS)7.016.110.512.041.553.9
Approach Delay, s/veh / LOSABBBDD
Intersection Delay, s/veh / LOS15.8B12.0B41.5D53.9D
Multimodal Results18.4B
Pedestrian LOS Score / LOSEBWBNBSB
Bicycle LOS Score / LOS
Copyright © 2025 University of Florida, All Rights Reserved.
HCS™ Streets Version 2025
Generated: 12/9/2025 6:03:37 PM
Page 18 Download HTML
Page 19 Download HTML
HCS Signalized Intersection Results Summary
General InformationIntersection Information
AgencyMRADuration, h0.250
AnalystSTKAnalysis DateArea TypeOther
JurisdictionTime PeriodPMPHF0.95
Urban StreetEAST VET HWYAnalysis Year2035 BUILDAnalysis Period1 > 7:00
IntersectionBUTTERFLY-GRANDFile Name25-208PFB-1.xus
Project Description25-208PFB-1
Demand InformationEBWBNBSB
Approach MovementLTRLTRLTRLTR
Demand (v), veh/h29840322866148322921874635
Signal Information
Cycle, s90.0Reference Phase2
Offset, s0Reference PointEndGreen7.058.010.00.00.00.0
UncoordinatedNoSimult. Gap E/WOnYellow3.04.04.00.00.00.0
Force ModeFixedSimult. Gap N/SOnRed0.02.02.00.00.00.0
Timer ResultsEBLEBTWBLWBTNBLNBTSBLSBT
Assigned Phase521684
Case Number1.14.01.14.08.08.0
Phase Duration, s10.064.010.064.016.016.0
Change Period, ( Y+R c ), s3.06.03.06.06.06.0
Max Allow Headway ( MAH ), s2.70.02.70.03.23.2
Queue Clearance Time ( g s ), s2.42.46.312.0
Green Extension Time ( g s ), s0.00.00.00.00.20.0
Phase Call Probability1.001.001.001.00
Max Out Probability0.010.010.661.00
Movement Group ResultsEBWBNBSB
Approach MovementLTRLTRLTRLTR
Assigned Movement5212161638187414
Adjusted Flow Rate ( v ), veh/h319182974686177
Adjusted Saturation Flow Rate ( s ), veh/h/ln178118581781184816241542
Queue Service Time ( g s ), s0.431.20.421.70.05.7
Cycle Queue Clearance Time ( g c ), s0.431.20.421.74.310.0
Green Ratio ( g/C )0.720.640.720.640.110.11
Capacity ( c ), veh/h49111973861191236232
Volume-to-Capacity Ratio ( X )0.0620.7670.0760.6270.3660.762
Back of Queue ( Q ), ft/ln ( 85 th percentile)63611025490192
Back of Queue ( Q ), veh/ln ( 85 th percentile)0.214.20.410.03.57.6
Queue Storage Ratio ( RQ ) ( 85 th percentile)0.000.000.000.000.000.00
Uniform Delay ( d t ), s/veh6.811.210.09.537.440.1
Incremental Delay ( d z ), s/veh0.24.70.42.54.320.8
Initial Queue Delay ( d s ), s/veh0.00.00.00.00.00.0
Control Delay ( d ), s/veh7.016.010.412.041.760.9
Level of Service (LOS)ABBBDE
Approach Delay, s/veh / LOS15.7B12.0B41.7D60.9E
Intersection Delay, s/veh / LOS19.4B
Multimodal ResultsEBWBNBSB
Pedestrian LOS Score / LOS
Bicycle LOS Score / LOS
Copyright © 2025 University of Florida, All Rights Reserved.
HCS™ Streets Version 2025
Generated: 12/9/2025 6:07:22 PM
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+
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349
TRI-STATE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995 Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 1
Turning Movement Data
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 1
Turning movement Data
Start TimeLeftThruRightRight Lian RedRight L-TurnU-PedsPedsApp. TotalLeftThruRightRight Lian RedRight L-TurnU-PedsApp. TotalLeftThruRightRight Lian RedRight L-TurnU-PedsApp. TotalLeftThruRightRight Lian RedRight L-TurnU-PedsApp. TotalInt. Total
7:00 AM14510011830000112117700012611121000114262
7:15 AM2640001217140002251554000164295100098296
7:30 AM3830011419571003221121700013171290000136313
7:45 AM0641001111130001551231500014331081000112281
Hourly Total62416201485510141008014507430005841344430004801192
8:00 AM2512001018521002611342010015621021000105297
8:15 AM1352011116422002481071010012661182000126287
8:30 AM1522001025522003459514100115101370000147306
8:45 AM31410001828242003639819400124101392000151329
Hourly Total72796014987161070012017434637005212849650005291219
9:00 AM16310011220710030588810110251542000161304
9:15 AM22520011125640027498810011131403001146295
9:30 AM5571001885400017111144100130101083000121286
9:45 AM4105000199031001341001710012261286100141295
Hourly Total1223204005951102060087244003740146524530141015691180
10:00 AM00000000000000000000000000000
-- BREAK --------------------------------
Hourly Total660000000000000000000000000000
3:00 PM6540001512682002871061310012741200000124294
3:15 PM1531001015862003121101900013111151000117289
3:30 PM2740001311652002411022410012861282000136301
3:45 PM171200111411410030412217000143121572000171355
Hourly Total1024123004952312370011314440732005293352050005481238
4:00 PM101100312853002801152410014081511000160331
4:15 PM6210009121081003181242560016351370000142345
4:30 PM3810001217444002921372900016841471000152361
4:45 PM110100317762003251172710015081560000164349
Hourly Total11113200275825231000120154331058006212559120006181385
5:00 PM114000620870003571231610014731550000158346
5:15 PM3522001215341002341422220017051732000180385
5:30 PM131000517572003121211710014141690000173350
5:45 PM333100102666100396112710012681411000150325
Hourly Total812103003378222440012819498625005842063830006611406
6:00 PM00000000000000010000101000012
Grand Total54121702002285381118114350064810327733832601328513332203210133867584
Approach %20.445.726.47.50.0--58.818.217.65.40.0--3.184.411.70.80.0--3.995.10.90.00.0---
Total %0.71.60.90.30.0-3.55.01.61.50.50.0-8.51.436.65.10.30.0-43.31.842.50.40.00.0-44.6-
Lights5011862180-246373110106.340-623962567368260-305713026683110-31307056
% Lights92.695.988.690.0--92.897.993.293.097.1--96.193.292.696.1100.0--93.197.792.296.9100.0--92.493.0
Buses23820-1566510-18743700-57354000-57147
% Buses3.72.511.410.0--5.71.65.14.42.9--2.86.81.61.80.0--1.72.31.70.00.0--1.71.9
Trucks22000-422300-70163800-1710198100-199381
% Trucks3.71.70.00.0--1.50.51.72.60.0--1.10.05.92.10.0--5.20.06.13.10.0--5.95.0
Bicycles on Crosswalk-----0------0------1-----0---
% Bicycles on Crosswalk-----0.0-------------100.0------0.0--
Pedestrians-----2------0------0------1--
% Pedestrians-----100.0-------------0.0------100.0--
Page 21 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, - 74.308349
TRI-STATE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 2
Grand Blvd [EB] Total In 246 15 4 0 0 285 518 264 Out 3386 2976 51 168 2757 Out 3130 In 6362 Total Out 1311 863 0 0 10 13 640 18 31 17 1283 Total Out Bullarly Rd [WB]
Turning Movement Data Plot
Page 22 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349
TRI-STATE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995 Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 3
Turning Movement Peak Hour Data (8:30 AM)
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 3
Grand BlvdButterfly RdCR 527CR 527
Start TimeLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalInt. Total
8:30 AM1522001025522003459514100115101370000147306
8:45 AM31410001828242003639819400124101392000151329
9:00 AM16310011220710030588810110251542000161304
9:15 AM22520011126640027498810011131403001146295
Total727115005087121990012717379497014522857070016051234
Approach %14.054.022.010.00.0--68.59.415.07.10.0--3.883.810.81.50.0--4.694.21.20.00.0---
Total %0.62.20.90.40.0-4.17.11.01.50.70.0-10.31.430.74.00.60.0-36.62.346.20.60.00.0-49.0-
PHF0.5830.4820.5500.6250.000-0.6940.7770.6000.6790.5630.000-0.8820.8500.9670.6450.4380.000-0.9110.7000.9250.5830.0000.000-0.939
Lights7261040-4786101880-122173494870-42127511700-5451135
% Lights100.096.390.980.0--94.098.983.394.788.9--96.1100.092.198.0100.0--93.196.489.6100.0---90.192.0
Buses00110-212010-407100-8121000-2236
% Buses0.00.09.120.0--4.01.116.70.011.1--3.10.01.82.00.0--1.83.63.70.0---3.62.9
Trucks01000-100100-1023000-23038000-3863
% Trucks0.03.70.00.0--2.00.00.05.30.0--0.80.06.10.00.0--5.10.06.70.0---6.35.1
Bicycles on Crosswalk-----0------0------1------0--
% Bicycles on Crosswalk-------------------100.0------0.0--
Pedestrians-----0------0------0------1--
% Pedestrians-------------------0.0------100.0--
Page 23 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, - 74.308349
TRI-ST TE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 4
Turning Movement Peak Hour Data Plot (8:30 AM)
Page 24 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349
TRI-ST TE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995 Count Name: Cr 527 & Grand Bivd Site Code: Start Date: 10/28/2025 Page No: 5
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 5
Turning Movement Peak Hour Data (4:30 PM)
Start Time Grand Blvd Butterfly Rd CR 527 CR 527 Int. Total
Eastbound Westbound Northbound Southbound
Left Thru Right Right on Red U-Turn Peds App. Total Left Thru Right Right on Red U-Turn Peds App. Total Left Thru Right Right on Red U-Turn Peds App. Total Left Thru Right U-Turn Peds App. Total
4:30 PM 3 8 1 0 0 0 12 17 4 4 4 0 0 29 2 137 29 0 0 0 168 4 147 1 0 0 152
4:45 PM 1 1 0 1 0 0 3 17 7 6 2 0 0 32 5 117 27 1 0 0 150 8 156 0 0 0 164
5:00 PM 1 1 4 0 0 0 6 20 8 7 0 0 0 35 7 123 16 1 0 0 147 3 155 0 0 0 158
5:15 PM 3 5 2 2 0 0 12 15 3 4 1 0 0 23 4 142 22 2 0 0 170 5 173 2 0 0 180
Total 8 15 7 3 0 0 33 69 22 21 7 0 0 119 18 519 94 4 0 0 635 20 631 3 0 0 654
Approach % 24.2 45.5 21.2 9.1 0.0 - - 58.0 18.5 17.6 5.9 0.0 - - 2.8 81.7 14.8 0.6 0.0 - - 3.1 96.5 0.5 0.0 0.0 - -
Total % 0.6 1.0 0.5 0.2 0.0 - 2.3 4.8 1.5 1.5 0.5 0.0 - 8.3 1.2 36.0 6.5 0.3 0.0 - 44.1 1.4 43.8 0.2 0.0 0.0 - 45.4
PHF 0.667 0.469 0.438 0.376 0.000 - 0.688 0.863 0.688 0.750 0.438 0.000 - 0.850 0.843 0.914 0.810 0.500 0.000 - 0.934 0.626 0.912 0.375 0.000 0.000 - 0.908
Lights 7 15 7 3 0 - 32 66 21 20 7 0 - 114 15 484 92 4 0 - 595 19 600 3 0 0 - 622
% Lights 87.5 100.0 100.0 100.0 - - 97.0 95.7 95.5 95.2 100.0 - - 95.8 83.3 93.3 97.9 100.0 - - 93.7 95.0 95.1 100.0 - - - 95.1
Buses 1 0 0 0 0 - 1 2 1 1 0 0 - 4 3 5 1 0 0 - 9 1 7 0 0 0 - 8
% Buses 12.5 0.0 0.0 0.0 - - 3.0 2.9 4.5 4.8 0.0 - - 3.4 16.7 1.0 1.1 0.0 - - 1.4 5.0 1.1 0.0 - - - 1.2
Trucks 0 0 0 0 0 - 0 1 0 0 0 0 - 1 0 30 1 0 0 - 31 0 24 0 0 0 - 24
% Trucks 0.0 0.0 0.0 0.0 - - 0.0 1.4 0.0 0.0 0.0 - - 0.8 0.0 5.8 1.1 0.0 - - 4.9 0.0 3.8 0.0 - - - 3.7
Bicycles on Crosswalk - - - - - 0 - - - - - - 0 - - - - - - 0 - - - - - - 0 -
% Bicycles on Crosswalk - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Pedestrian s - - - - - 0 - - - - - - 0 - - - - - - 0 - - - - - - 0 -
% Pedestrian s - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Page 25 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349
TRI-STATE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995 Count Name: Cr 527 & Grand Bvd Site Code: Start Date: 10/28/2025 Page No: 6
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 6
Turning Movement Peak Hour Data Plot (4:30 PM)
Page 26 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, - 74.308349
TRI-STATE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995 Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 1
Turning Movement Data
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 1
CR 527 NorthboundCR 627 Southbound
Turning Movement Data Start TimeLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalInt. TotalLeft
7:00 AM14510011830000112117700012611121000114262
7:15 AM2640001217140002251554000164295100098296
7:30 AM3830011419571003221121700013171290000136313
7:45 AM0641001111130001551231500014331081000112281
Hourly Total6241520148551014100801450443000564134443000469315
8:00 AM25120101018521002611342010015621021000105297
8:15 AM1352011116422002481071010012661182000126287
8:30 AM15220101025522003459514100115101370000147306
8:45 AM31410001828242003639819400124101392000151329
Hourly Total2279601488716107001201743463700524288965000620219
9:00 AM16310112207100305888101102515420000161304
9:15 AM225201112125640027498810011131403001146295
9:30 AM5571001885400017111144100130101083000121288
9:45 AM4105000199031001341001710012261286100141295
Hourly Total132320100595110206003724400374014692453014101569180
10:00 AM00000000000000000000000000000
--BREAK------------------------------------------------------------
Hourly Total00000000000000000000101010000000
3:00 PM6540001512682002871061310012741200000124294
3:15 PM1531001015862003121101900013111151000117289
3:30 PM2740001311652002411022410012861282000136301
3:45 PM171200111411410030412217000143121572000171355
Hourly Total102412350495231237001131444073200552231205000548239
4:00 PM101100312853002801152410014081511000160331
4:15 PM6210009121081003181242560016351370000142345
4:30 PM3810001217444002921372900016841471000152361
4:45 PM110100317762003251172710015081580000164349
Hourly Total3111320027262323100012015403105800621255912000119388
5:00 PM114000620870003571231610014731550000158346
5:15 PM3522001215341002341422220017051732000180385
5:30 PM131000517572003121211710014141690000173350
5:45 PM333100102666100396112710012681411000150325
Hourly Total812103003375222440012813108625005542053030006611406
6:00 PM00000000000000010000101000012
Grand Total54121702002265381118114350064810327733632601326513332203210133867594
Approach %20.445.726.47.50.0----58.818.217.65.40.0----3.184.411.70.80.0----3.995.10.90.00.0------
Total %0.71.80.90.30.0--3.55.01.61.50.50.0--8.51.436.65.10.30.0--43.31.842.50.40.00.0--44.6--
Lights5011662180--246373110108340--623962587368260--305713028883110--31307056
% Lights92.695.988.690.0----92.897.993.293.097.1----96.193.292.696.1100.0----93.197.792.298.9100.0----92.493.0
Buses23820--1566510--16743700--57354000--57147
% Buses3.72.511.410.0----5.71.65.14.42.9----2.86.81.61.80.0----1.72.31.70.00.0----1.71.9
Trucks22000--422300--70163800--1710198100--199381
% Trucks3.71.70.00.0----1.50.51.72.60.0----1.10.05.92.10.0----5.20.06.13.10.0----5.95.0
Bicycles on Crosswalk--------0--------------0--------------------------------
% Bicycles on Crosswalk--------0.0------------------------------------------------
Pedestrian's----------2----------------------------------------------
% Pedestrian's----------100.0----------------------------------------------
Page 27 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349
TRI-STATE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995 Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 3
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 3
Turning Movement Peak Hour Data (8:30 AM)
Start Time Grand Blvd Butterfly Rd CR 527 CR 527
Eastbound Westbound Northbound Southbound
Left Thru Right Right on Red U-Turn Peds App. Total Left Thru Right Right on Red U-Turn Peds App. Total Left Thru Right Right on Red U-Turn Peds App. Total Left Thru Right Right on Red U-Turn Peds App. Total Int. Total
8:30 AM 1 5 2 2 0 0 10 25 5 2 2 0 0 34 5 95 14 1 0 0 115 10 137 0 0 0 0 147 306
8:45 AM 3 14 1 0 0 0 18 28 2 4 2 0 0 36 3 98 19 4 0 0 124 10 139 2 0 0 0 151 329
9:00 AM 1 6 3 1 0 0 11 22 0 7 1 0 0 30 5 88 8 1 0 1 102 5 154 2 0 0 0 161 304
9:15 AM 2 2 5 2 0 0 11 12 5 6 4 0 0 27 4 98 8 1 0 0 111 3 140 3 0 0 1 146 295
Total 7 27 11 5 0 0 50 87 12 19 9 0 0 127 17 379 49 7 0 1 452 28 570 7 0 0 1 605 1234
Approach % 14.0 54.0 22.0 10.0 0.0 - - 68.5 9.4 15.0 7.1 0.0 - - 3.8 83.8 10.8 1.5 0.0 - - 4.6 94.2 1.2 0.0 0.0 - - -
Total % 0.6 2.2 0.9 0.4 0.0 - 4.1 7.1 1.0 1.5 0.7 0.0 - 10.3 1.4 30.7 4.0 0.6 0.0 - 36.6 2.3 46.2 0.6 0.0 0.0 - 49.0 -
PHF 0.583 0.482 0.550 0.625 0.000 - 0.694 0.777 0.600 0.679 0.563 0.000 - 0.882 0.850 0.967 0.645 0.438 0.060 - 0.911 0.700 0.925 0.583 0.000 0.000 - 0.939 0.938
Lights 7 26 10 4 0 - 47 86 10 18 8 0 - 122 17 349 48 7 0 - 421 27 511 7 0 0 - 545 1135
% Lights 100.0 96.3 90.9 80.0 - - 94.0 98.9 83.3 94.7 88.9 - - 96.1 100.0 92.1 98.0 100.0 - - 93.1 96.4 89.6 100.0 - - - 90.1 92.0
Buses 0 0 1 1 0 - 2 1 2 0 1 0 - 4 0 7 1 0 0 - 8 1 21 0 0 0 - 22 36
% Buses 0.0 0.0 9.1 20.0 - - 4.0 1.1 16.7 0.0 11.1 - - 3.1 0.0 1.8 2.0 0.0 - - 1.8 3.6 3.7 0.0 - - - 3.6 2.9
Trucks 0 1 0 0 0 - 1 0 0 1 0 0 - 1 0 23 0 0 0 - 23 0 38 0 0 0 - 38 63
% Trucks 0.0 3.7 0.0 0.0 - - 2.0 0.0 0.0 5.3 0.0 - - 0.8 0.0 6.1 0.0 0.0 - - 5.1 0.0 6.7 0.0 - - - 6.3 5.1
Bicycles on Crosswalk - - - - - 0 - - - - - - 0 - - - - - - 1 - - - - - - 0 - -
% Bicycles on Crosswalk - - - - - - - - - - - - - - - - - - - 100.0 - - - - - - 0.0 - -
Pedestrians - - - - - 0 - - - - - - 0 - - - - - - 0 - - - - - - 1 - -
% Pedestrians - - - - - - - - - - - - - - - - - - - 0.0 - - - - - - 100.0 - -
Page 28 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, - 74.308349
TRI-STATE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995 Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 4
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 4
Turning Movement Peak Hour Data Plot (8:30 AM)
Page 29 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349
TRI-STATE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995 Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 5
Turning Movement Peak Hour Data (4:30 PM)
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 5
Grand Blvd EastboundButterfly Rd WestboundCR 527 NorthboundCR 527 SouthboundInt. Total
Start TimeLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalInt. Total
4:30 PM3810001217444002921372900016841471000152361
4:45 PM110100317762003251172710015081560000164349
5:00 PM114000620870003571231610014731550000158346
5:15 PM3522001215341002341422220017051732000180385
Total81573003369222170011918519944006352063130006541441
Approach %24.245.521.29.10.0--58.018.517.65.90.0--2.881.714.80.60.0--3.186.50.50.00.0---
Total %0.61.00.50.20.0-2.34.81.51.50.50.0-8.31.236.06.50.30.0-44.11.443.80.20.00.0-45.4-
PHF0.6670.4690.4380.3750.000-0.6880.8630.6880.7500.4380.000-0.8500.6430.9140.8100.5000.000-0.9340.6250.9120.3750.0000.000-0.8080.936
Lights715730-3266212070-114154849240-59519600300-6221363
% Lights87.5100.0100.0100.0--97.095.795.595.2100.0--95.883.393.397.9100.0--93.795.095.1100.0---95.194.6
Buses10000-121100-435100-917000-822
% Buses12.50.00.00.0--3.02.94.54.80.0--3.416.71.01.10.0--1.45.01.10.0---1.21.5
Trucks00000-010000-1030100-31024000-2456
% Trucks0.00.00.00.0--0.01.40.00.00.0--0.80.05.81.10.0--4.90.03.80.0---3.73.9
Bicycles on Crosswalk-----0------0------0------0--
% Bicycles on Crosswalk-----------------------------
Pedestrians-----0------0------0------0--
% Pedestrians-----------------------------
Page 30 Download HTML
Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349
TRI-STATE TRAFFIC DATA
www.TSTData.com Tri-State Traffic Data, Inc
Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995 Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 6
Count Name: Cr 527 & Grand Blvd Site Code: Start Date: 10/28/2025 Page No: 6
CR 527 [SB]
Out In Total
518 622 1140
7 8 15
30 24 54
0 0 0
0 0 0
555 854 1209
[F6]
[F3] [F23] Peak Hour Data [F4] [F8] 133 0 0 1 2 130 Cut In Butterfly Rd [W10] 252 0 0 2 8 244 Total
[F22] [F2]
Turning Movement Peak Hour Data Plot (4:30 PM)
Page 31 Download HTML
Monday, November 17, 2025Tuesday, November 18, 2025Wednesday, November 19, 2025Thursday, November 20, 2025Friday, November 21, 2025Saturday, November 22, 2025Sunday, November 23, 2025Week Average
Start TimeNBSBNBSBNBSBNBSBNBSBNBSBNBSBNBSB
12:00 AM**4952623549548175387181936063
01:00**2718221730263836342450293425
02:00**2414211017142325172220262018
03:00**1220152722262324161616151721
04:00**4928573565374637212123234430
05:00**16810414798160102154985939414812282
06:00**363404304388337399303416788860101241299
07:00**518521502506553516481482153120148130304379
08:00**507529447543512544390532167197206225372428
09:00**422567377551412514417524187213315275355441
10:00**328356371355354384376358246254329322334338
11:00**342366329314357318395410249277358402338348
12:00 PM**358364324369377380483430265308377416364378
01:00**430398422421411414539453277333373404409404
02:00**448461570491429508461480285259391375431429
03:00**521582501547491562445519270318396453437497
04:00509557524671577615547668492518282292474404486532
05:00551629573643539606564655323467293263530391482522
06:00393431374551404430446550232376243344351311349428
07:00304312304375300358333375195214259277267274280312
08:00256240258249263261325297154160194264220253239246
09:00216160200172238182290222180146249236184309222204
10:00148129140111169136198152123110180189146323158164
11:0011360538111883141111108831371459310610996
Total Day2490251869927637707973787420782864726974419945705449570862976684
AM Peak500814629144571445715248152481524815248134461344687691115711157111571298112981
Vol.--07:0009:0007:0009:0007:0008:0007:0008:0011:0011:0011:0011:0007:0009:00
PM Peak17:0017:0017:0016:0016:0016:0017:0016:0013:0015:0017:0018:0017:0015:0016:0016:00
Vol.551629573671577615564668539519293344530453486532
Road: CR 528 Veterans Hwy Location: 165 ft N of Bowman Rd Counter: 41559
Tri-State Traffic Data, Inc. 610-466-1469 TSTData.com
Latitude: 40' 8690.0000 North
Site Code: 1 Station ID: A to B NB
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Start Time Monday, November 24, 2025 NB SB Tuesday, November 25, 2025 NB SB Wednesday, November 26, 2025 NB SB Thursday, November 27, 2025 NB SB Friday, November 28, 2025 NB SB Saturday, November 29, 2025 NB SB Sunday, November 30, 2025 NB SB Week Average NB SB
12:00 AM 56 40 41 40 * * * * * * * * * * 48 40
01:00 24 17 26 14 * * * * * * * * * * 25 16
02:00 17 17 19 21 * * * * * * * * * * 18 19
03:00 23 26 30 24 * * * * * * * * * * 26 25
04:00 62 42 52 40 * * * * * * * * * * 57 41
05:00 163 105 172 111 * * * * * * * * * * 168 108
06:00 437 407 357 423 * * * * * * * * * * 397 415
07:00 549 525 498 470 * * * * * * * * * * 524 498
08:00 455 552 454 508 * * * * * * * * * * 454 530
09:00 430 544 410 551 * * * * * * * * * * 420 548
10:00 383 354 * * * * * * * * * * * * 383 354
11:00 361 355 * * * * * * * * * * * * 361 355
12:00 PM 344 378 * * * * * * * * * * * * 344 378
01:00 402 385 * * * * * * * * * * * * 402 385
02:00 386 476 * * * * * * * * * * * * 386 476
03:00 489 566 * * * * * * * * * * * * 489 566
04:00 531 650 * * * * * * * * * * * * 531 650
05:00 517 627 * * * * * * * * * * * * 517 627
06:00 422 475 * * * * * * * * * * * * 422 475
07:00 281 326 * * * * * * * * * * * * 281 326
08:00 263 251 * * * * * * * * * * * * 263 251
09:00 202 172 * * * * * * * * * * * * 202 172
10:00 150 123 * * * * * * * * * * * * 150 123
11:00 105 74 * * * * * * * * * * * * 105 74
Total Day 7052 7487 2059 2202 0 0 0 0 0 0 0 0 0 0 6973 7452
Day 14539 4261 0 0 0 0 0 14425
AM Peak 07:00 08:00 07:00 09:00 - - - - - - - - - - 07:00 09:00
Vol. 549 552 498 551 - - - - - - - - - - 524 548
PM Peak 16:00 16:00 - - - - - - - - - - - - 16:00 16:00
Vol. 531 650 - - - - - - - - - - - - 531 650
Comb. Total 19547 18890 14457 15248 13446 8769 11157 27406
ADT ADT 13,285 AADT 13,285
Road: CR 528 Veterans Hwy Location: 165 ft N of Bowman Rd Counter: 41559
Tri-State Traffic Data, Inc. 610-466-1469 TSTData.com
Latitude: 40' 8690.0000 North
Site Code: 1 Station ID: A to B NB