===== PAGE 1 ===== Kevin P. McDonough (1953-1994) John H. Rea, P.E. Jay S. Troutman, Jr., P.E. Scott T. Kennel
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March 27, 2026 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 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: 1. Made field visits to the site to establish existing roadway and traffic conditions in the area. 2. 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. 3. 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: ===== PAGE 2 ===== 4. 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. 5. 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.. 6. 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. ===== PAGE 3 ===== ## 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) ===== PAGE 4 ===== Jackson Township Zoning Bd. of Adj. 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. ===== PAGE 5 ===== Jackson Township Zoning Bd. of Adj. ## 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,
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John H. Rea, PE Principal cc: Mordechai Hirsch William Stevens, PE, PP
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Scott T. Kennel Sr. Associate ===== PAGE 6 ===== APPENDIX ===== PAGE 7 =====
M R McDONOUGH & REA ASSOCIATES TRAFFIC AND TRANSPORTATION CONSULTINGFIGURE 1
JOB NO.DATE:
25-208NOV 2025
BUTTERFLY ROAD OFFICE - JACKSON SITE LOCATION MAP
Image
Patriots County Park & Sports Field ===== PAGE 8 =====
ImageMcDONOUGH & REA ASSOCIATESFIGURE 2
TRAFFIC AND TRANSPORTATION CONSULTINGJOB NO. 25-208DATE: NOV 2025
SUBJECT: BUTTERFLY ROAD OFFICE - JACKSON EXISTING AM PSH(PM PSH) TRAFFIC VOLUMES - 2025 COUNTS
E. 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)
===== PAGE 9 =====
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
===== PAGE 10 =====
ImageMcDONOUGH & REA ASSOCIATESFIGURE4
TRAFFIC AND TRANSPORTATION CONSULTINGJOB NO. 25-208DATE: NOV 2025
SUBJECT: BUTTERFLY ROAD OFFICE - JACKSON 2035 NO - BUILD TRAFFIC VOLUMES
GRAND BLVDE. VETERANS HMY 745(901) 13(32) 704(843) 28(26) (32)49 (28)29 (21)20Image SITE Image119(149) BUTTERFLY ROAD
LEGEND:← AM PSH(PM PSH)
===== PAGE 11 =====
ImageMcDONOUGH & REA ASSOCIATESFIGURE 5
TRAFFIC AND TRANSPORTATION CONSULTINGJOB NO. 25-208DATE: NOV 2025
SUBJECT: BUTTERFLY ROAD OFFICE - JACKSON 2035 BUILD TRAFFIC VOLUMES
E. VETERANS HWY 815(901)CR 528SITE
1(17)
(17)
GRAND13(32)760(840)43(35)ImageBUTTERFLY ROAD
BLVD324912(46)
293366(87)
2120
LEGEND:← AM PSH(PM PSH)
===== PAGE 12 =====
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
===== PAGE 13 =====
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. ===== PAGE 14 =====
Image
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 ===== PAGE 15 =====
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
===== PAGE 16 =====
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. ===== PAGE 17 =====
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
Red0.02.02.00.00.00.0
Timer ResultsEBLEBTWBLWBTNBLNBTSBLSBT
Assigned Phase521684
Case Number1.14.01.14.08.08.0
Phase Duration, s10.064.010.064.016.016.0
Change Period, ( Y+Rc ), s3.06.03.06.06.06.0
Max Allow Headway ( MAH ), s2.70.02.70.03.23.2
Queue Clearance Time ( gs ), s2.42.46.210.9
Green Extension Time ( g,o ), s0.00.00.00.00.20.0
Phase Call Probability1.001.001.001.00
Max Out Probability0.010.010.591.00
Movement Group ResultsEBWBNBSB
Approach MovementLTRLTRLTRLTR
Assigned Movement5212161638187414
Adjusted Flow Rate ( v ), veh/h279212974585157
Adjusted Saturation Flow Rate ( s ), veh/h/ln178118581781184916451563
Queue Service Time ( gs ), s0.431.50.421.60.04.7
Cycle Queue Clearance Time ( gc ), s0.431.50.421.64.28.9
Green Ratio ( g/C )0.720.640.720.640.110.11
Capacity ( c ), veh/h49211973841191239233
Volume-to-Capacity Ratio ( X )0.0560.7690.0770.6260.3570.673
Back of Queue ( Q ), ft/ln ( 85 th percentile)53641025488164
Back of Queue ( Q ), veh/ln ( 85 th percentile)0.214.30.410.03.56.5
Queue Storage Ratio ( RQ ) ( 85 th percentile)0.000.000.000.000.000.00
Uniform Delay ( d1 ), s/veh6.711.310.19.537.439.4
Incremental Delay ( d2 ), s/veh0.24.80.42.54.114.5
Initial Queue Delay ( d3 ), s/veh0.00.00.00.00.00.0
Control Delay ( d ), s/veh7.016.110.512.041.553.9
Level of Service (LOS)ABBBDD
Approach Delay, s/veh / LOS15.8B12.0B41.5D53.9D
Intersection Delay, s/veh / LOS18.4B
Multimodal ResultsEBWBNBSB
Pedestrian LOS Score / LOS
Bicycle LOS Score / LOS
Copyright © 2025 University of Florida, All Rights Reserved. Generated: 12/9/2025 6:03:37 PM ===== PAGE 18 ===== ===== PAGE 19 =====
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
===== PAGE 20 ===== # TRI-STATE TRAFFIC DATA Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349 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
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 ===== # 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
Grand Blvd [EB]TotalIn24615400285518264OutImage33862976511682757OutImage3130InImage6362TotalOutImage13118630010136401831171283TotalOutImageBullarly Rd [WB]
Turning Movement Data Plot ===== PAGE 22 ===== # TRI-STATE TRAFFIC DATA Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349 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)
Start TimeGrand BlvdButterfly RdCR 527CR 527
LeftThruRightRight 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 ===== # TRI-ST TE TRAFFIC DATA Delmont, PA, Pennsylvania, United States 15626 610-517-0990 TSTData@aol.com Serving Transportation Professionals Since 1995
Image
CR 527 [SB]
OutInTotal
382545927
82230
243862
000
000
4146051019
Peak Hour Data
Butterfly Rd [WB]
OutInTotal
108122230
246
112
000
000
111127238
26108800
12100
10000
00000
00000
28128700
RTLUP
Turning Movement Peak Hour Data Plot (8:30 AM) ===== PAGE 24 ===== # TRI-ST TE TRAFFIC DATA Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349 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
Turning Movement Peak Hour Data (4:30 PM)
Start TimeGrand BlvdButterfly RdCR 527CR 527Int. Total
EastboundWestboundNorthboundSouthbound
LeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightRight on RedU-TurnPedsApp. TotalLeftThruRightU-TurnPedsApp. Total
4:30 PM381000121744400292137290001684147100152
4:45 PM11010031776200325117271001508156000164
5:00 PM11400062087000357123161001473155000158
5:15 PM352200121534100234142222001705173200180
Total815730033692221700119185199440063520631300654
Approach %24.245.521.29.10.0--58.018.517.65.90.0--2.881.714.80.60.0--3.196.50.50.00.0--
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
PHF0.6670.4690.4380.3760.000-0.6880.8630.6880.7500.4380.000-0.8500.8430.9140.8100.5000.000-0.9340.6260.9120.3750.0000.000-0.908
Lights715730-3266212070-114154849240-59519600300-622
% Lights87.5100.0100.0100.0--97.095.795.595.2100.0--95.883.393.397.9100.0--93.795.095.1100.0---95.1
Buses10000-121100-435100-917000-8
% Buses12.50.00.00.0--3.02.94.54.80.0--3.416.71.01.10.0--1.45.01.10.0---1.2
Trucks00000-010000-1030100-31024000-24
% Trucks0.00.00.00.0--0.01.40.00.00.0--0.80.05.81.10.0--4.90.03.80.0---3.7
Bicycles on Crosswalk-----0------0------0------0-
% Bicycles on Crosswalk----------------------------
Pedestrian s-----0------0------0------0-
% Pedestrian s----------------------------
===== PAGE 25 ===== # 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
Image
CR 527 SB
OutInTotal
5186221140
7815
302454
000
000
5558541209
Peak Hour Data
Butterfly Rd [WB]
OutInTotal
130114244
248
112
000
000
133119252
Turning Movement Peak Hour Data Plot (4:30 PM) ===== PAGE 26 ===== 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
Turning Movement Data Start TimeCR 527 NorthboundCR 627 Southbound
LeftThruRightRight 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 ===== # TRI-STATE TRAFFIC DATA Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349 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)
Start TimeGrand BlvdButterfly RdCR 527CR 527
EastboundWestboundNorthboundSouthbound
LeftThruRightRight 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 AM22520011125640027498810011131403001146295
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-
PHF0.5830.4820.5500.6250.000-0.6940.7770.6000.6790.5630.000-0.8820.8500.9670.6450.4380.060-0.9110.7000.9250.5830.0000.000-0.9390.938
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 28 ===== # 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
Image
CR 527 [SB]
OutInTotal
382545927
82230
243862
000
000
4146051019
Peak Hour Data
Bultarify Rd [WB]
OutInTotal
108122230
248
112
000
000
111127238
Turning Movement Peak Hour Data Plot (8:30 AM) ===== PAGE 29 ===== # TRI-STATE TRAFFIC DATA Jackson Twp, NJ Veteran Highway & Bowman Ave Tuesday, October 28, 2025 Location: 40.093539, -74.308349 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)
Start TimeGrand Blvd EastboundButterfly Rd WestboundCR 527 NorthboundCR 527 SouthboundInt. Total
LeftThruRightRight 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 ===== # 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
CR 527 [SB]
OutInTotal
5186221140
7815
302454
000
000
5558541209
[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]
Image
Turning Movement Peak Hour Data Plot (4:30 PM) ===== PAGE 31 ===== Site Code: 1 Station ID: A to B NB Latitude: 40' 8690.0000 North
Start TimeMonday, November 17, 2025Tuesday, November 18, 2025Wednesday, November 19, 2025Thursday, November 20, 2025Friday, November 21, 2025Saturday, November 22, 2025Sunday, November 23, 2025Week Average
NBSBNBSBNBSBNBSBNBSBNBSBNBSBNBSB
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
===== PAGE 32 =====
Tri-State Traffic Data, Inc. 610-466-1469 TSTData.com
Site Code: 1 Station ID: A to B NB Latitude: 40' 8690.0000 North
Start TimeMonday, November 24, 2025 NBSBTuesday, November 25, 2025 NBSBWednesday, November 26, 2025 NBSBThursday, November 27, 2025 NBSBFriday, November 28, 2025 NBSBSaturday, November 29, 2025 NBSBSunday, November 30, 2025 NBSBWeek Average NBSB
12:00 AM56404140**********4840
01:0024172614**********2516
02:0017171921**********1819
03:0023263024**********2625
04:0062425240**********5741
05:00163105172111**********168108
06:00437407357423**********397415
07:00549525498470**********524498
08:00455552454508**********454530
09:00430544410551**********420548
10:00383354************383354
11:00361355************361355
12:00 PM344378************344378
01:00402385************402385
02:00386476************386476
03:00489566************489566
04:00531650************531650
05:00517627************517627
06:00422475************422475
07:00281326************281326
08:00263251************263251
09:00202172************202172
10:00150123************150123
11:0010574************10574
Total Day7052748720592202000000000069737452
Day1453942610000014425
AM Peak07:0008:0007:0009:00----------07:0009:00
Vol.549552498551----------524548
PM Peak16:0016:00------------16:0016:00
Vol.531650------------531650
Comb. Total195471889014457152481344687691115727406
ADTADT 13,285AADT 13,285