TechnicalReport
ProfessionalServices
DelawareValleyRegionalPlanningCommission
NewJerseyTrafficSignalRetimingInitiative
BurlingtonCountyRoute541,Burlington-MountHolly
Road/MountHollyRoad/HighStreet
FromMorrisStreettoRidgleyStreet,
IncludingMt.HollyBypass(CR541)toMarneHighway(CR537)
InBurlingtonCity,BurlingtonTownship,Westampton
Township,MountHollyTownshipandHainesport
Township,BurlingtonCounty,NJ
Prepared For:
Prepared By:
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Traffic Signal Retiming Initiative Page 2
I. Summary
A. Project Overview
Under contract with Delaware Valley Regional Planning Commission (DVPRC), in cooperation with
Burlington County and the New Jersey Department of Transportation, the Consultant Project Team has
completed traffic signal retiming work at nineteen (19) signalized intersections along County Route 541 in
central Burlington County. This work started in May 2018, following the completion of Phase 1 meeting,
and establishing a priority list with the county. In accordance with the process established by DVRPC,
updated timing plans, including adjustments to cycle lengths, splits, and offsets, as well as the introduction
of additional time-of-day coordination patterns, were completed by December 15, 2018.
Between the project meeting and implementation, field data collection activities were conducted, including
peak hour turning movement counts, controller assessments and ‘before’ travel time runs. The collected
data was analyzed using traffic engineering software including Synchro™ and Tru-Traffic™. New timing
plans were developed for the corridor, which were implemented by the consultant team in August 2018.
Follow-up field verifications were done in September, 2018, after public schools reopened. Fine-tuning
and field observations were conducted throughout implementation, resulting in minor timing changes to
those initially implemented. The final timings are documented herein. This brief report summarizes the
activities, observations, and results of this Project.
B. Results
With implementation of the 1) updated timing plans, and 2) modifications to
the corridor’s time-of-day schedule, the Project Team has documented
significant reductions in corridor travel times and delay. Northbound
weekday morning, mid-day, evening and weekend mid-day peak travel
times have been reduced by 16%, 22% 21%, and 19%, respectively.
Southbound weekday morning, mid-day, evening and weekend mid-day
peak travel times have been reduced by 12%, 14% 23%, and 14%,
respectively. Number of stops in a run have decreased over 54% in the AM and mid-day peak
periods, over 58% during the PM peak, and 47% in the Saturday mid-day peak.
C. Project Description
Burlington County Route 541 (CR 541) is a north to south Urban Principal Arterial. The corridor goes by
multiple names that include High Street, Mount Holly Road and Mount Holly Bypass. The corridor study
limits extend 6.82 miles, from Morris Road on the northern limit to Lewis Drive/Ridgley Street on the
southern limit. A spur of County Route 541 (Mount
Holly Bypass), extends from High Street (CR 541) to
Marne Highway (CR 537) to the west. The CR 541
corridor spans thru five municipalities in Burlington
County, including Burlington City, Burlington
Township, Westampton Township, Mount Holly
Township, and Hainesport Township. Both the New
Jersey Turnpike (at Hancock Lane) and I-295 (between
Elbow Lane and Cadillac Drive) have access to High
Street (CR 541). Land use at the northern and southern
end of High Street (CR 541) is residential and
“Number of stops on
average have
decreased over 54%
throughout a typical
day...”
Mount Holly Road & Town Square Drive
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Signal Retiming Initiative Page 3
institutional. The middle section of the corridor is primarily commercial and retail, which includes a
Walmart, Burlington Mall, Target, Kohls and Home Depot.
Within these limits, nineteen (19) signalized intersections were included as part of the retiming project.
The addition of signalized intersection at Sunset Road and Liberty Square was added later on since it is
located 430’ to the west from High Street; moreover, it is included as part of the nineteen signals. The
intersection of High Street and Kelly Drive was considered during this project; however, construction plans
of the proposed signal was still under review during the retiming process. The following is a lis t of
signalized intersections studied as part of this Project.
1. High Street (CR 541) and Morris Street [MP 23.64]
2. Mount Holly Road (CR 541) and Rancocas Avenue (CR 635)/Fountain Avenue and 13
th
Street
3. Mount Holly Road (CR 541) and Wishing Well Drive/Burlington Office Drive
4. Mount Holly Road (CR 541) and Sunset Road (CR 634)
5. Sunset Road (CR 634) and Liberty Square
6. Mount Holly Road (CR 541) and Liberty Square/Cadillac Drive
7. Mount Holly Road (CR 541) and Elbow Lane/Burlington Center Mall Entrance
8. Mount Holly Road (CR 541) and Bromley Boulevard
9. Mount Holly Road (CR 541) and Town Square Drive
10. Burlington-Mount Holly Road (CR 541) and Irick Road (CR 637)
11. Burlington-Mount Holly Road (CR 541) and Hancock Lane/NJ Turnpike Entrance
12. Burlington-Mount Holly Road (CR 541) and Burrs Road (CR 638)
13. Burlington-Mount Holly Road (CR 541) and Woodlane Road (CR 630)
14. High Street (CR 541/CR 691) and Mount Holly Bypass (CR 541)
15. High Street (CR 691) and Fair Ground Plaza
16. High Street (CR 691) and Levis Drive/Ridgley Street
17. Mount Holly Bypass (CR 541) and Parkers Mill Boulevard
18. Mount Holly Bypass (CR 541) and Rancocas Road (CR 626)
19. Mount Holly Bypass (CR 541) and Marne Highway (CR 537) [MP 16.82]
The project location is shown in Exhibit 1.
Each of the nineteen project intersections have an intersection electrical plan and layout plan, issued by
Burlington County Engineering Department. The existing day plan schedule for the project intersections
was straightforward: The signals operated free of coordination every weekday and weekend from 10 PM
(or 11 PM) to 6 AM. At 6 AM during the week, the system called for a coordinated 110-second cycle at
thirteen (13) project intersections. At 10 PM (or 11 PM) during the week, the system would operate in
free. The three (3) signals on Mount Holly By-Pass, west of High Street, as well as the signal at Sunset Road
& Walmart Driveway, operated in free during the weekday. The existing day plan schedule for each
intersection is shown in Appendix A. Coordination is currently maintained via fiber-optic based
communication to the Econolite CENTRACS™ central system located in Burlington County Engineering
Office.
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Signal Retiming Initiative Page 4
Exhibit 1 – Project Location and Intersections
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Signal Retiming Initiative Page 5
II. Data Collection
A. Turning Movement Counts
Peak hour intersection counts were conducted at the above intersections during the weekday morning
(7:00 am to 9:00 am), weekday mid-day (11:00 am to 1:00 pm) and evening (4:00 pm to 6:00 pm) peak
hour periods. Saturday counts were taken between 11:00 am and 1:00 pm. The manual turning movement
counts were taken on Thursday, November 30, 2017 and Saturday, December 2, 2017 by Imperial Traffic
& Data Collection. The TMCs are available on the project website, http://dvrpc.taylorwiseman.com/.
B. Automatic Traffic Recorder (ATR) Counts
In May/June 2018, automatic traffic recorder counts were taken as follows:
Table 1
Average Daily Traffic
Burlington County Route 541
Location
211: High Street, between Route 130 & Morris Street – NB Traffic
High Street, between Route 130 & Morris Street – SB Traffic
Total ADT
212: Mount Holly Road, between Liberty Square/Cadillac Drive & I-295
– NB Traffic
Mount Holly Road, between Liberty Square/Cadillac Drive & I-295
– SB Traffic
Total ADT
213: Burlington-Mount Holly Road, between Hancock Lane & Burrs
Road – NB Traffic
Burlington-Mount Holly Road, between Hancock Lane & Burrs
Road – NB Traffic
Total ADT
214: High Street, south of Levis Drive/Ridgley Street – NB Traffic
High Street, south of Levis Drive/Ridgley Street – NB Traffic
Total ADT
215: Mount Holly Bypass, between Parkers Mill Blvd & Rancocas Road
– NB Traffic
Mount Holly Bypass, between Parkers Mill Blvd & Rancocas Road
– SB Traffic
Total ADT
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Signal Retiming Initiative Page 6
The twenty-four hour counts clearly show the fluctuation of traffic volumes Burlington County Route 541
experience on any given day. The New Jersey Turnpike Ramps and I-295 Ramps provide access to CR 541,
and all the retail and commercial businesses that exist on its frontage.
C. Travel Time Runs
Travel time runs were collected within the Project area both before and after initial timing plan
implementation. Using a GPS enabled laptop with the software Tru-Traffic
TM
Version 10.0, trip logs were
recorded along northbound and southbound Burlington County Route 541 as well as the Mount Holly
Bypass spur. Travel time runs were also conducted during implementation to fine-tune splits and offsets.
D. Traffic Signal Timing and Phasing Data
Traffic signal timing and phasing data were obtained from the Burlington County Engineering Traffic
Operations central system. Base information was downloaded off the CENTRACS™ server.
E. Field Review of Existing Operations
Field notes were collected at the intersection on various intersection, signal, and traffic characteristics to
assist in model development and signal optimization. Information gathered included lane geometry,
storage lengths, number and types of signal heads, cabinet and pedestrian push button locations, and signal
phasing.
Posted speed limits, left turn types (protected,
protected/permitted, or permitted), turn restrictions,
and the presence of roadway lighting and signal back
plates were noted. Pedestrian push buttons were tested
for proper operation during the field review. Any other
unique characteristics were also recorded.
The existing controllers on the project corridor were
found to be a mix of both the Econolite ASC/2S and
Cobalt controllers, which communicate with the
Econolite CENTRACS™control software in the
Burlington County Traffic Control Center. The fiberoptic
communication between the intersections was
functioning. All detection on the corridor was
functioning at the end of implementation. The controller
cabinets, in general, were in good to excellent condition.
A list of intersections and type of controller at each
signal is as follows on Table 2:
Typical Burlington County Cobalt Controller
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Signal Retiming Initiative Page 7
Table 2
Econolite Controller Types
Burlington County Route 541
ID
Cross Street
Municipality
Controller
Type
1
Morris Street
Burlington City
ASC/2S
2
Rancocas Avenue/Fountain Avenue & 13th Street
Burlington Township
Cobalt
3
Wishing Well Drive/Burlington Office Drive
Burlington Township
ASC/2S
4
Sunset Road
Burlington Township
ASC/2S
5
Liberty Square
Burlington Township
ASC/2S
6
Liberty Square/Cadillac Drive
Burlington Township
Cobalt
7
Elbow Lane/Burlington Center Mall Entrance
Burlington Township
Cobalt
8
Bromley Boulevard
Burlington Township
Cobalt
9
Town Square Drive
Westampton Township
Cobalt
10
Irick Road
Westampton Township
Cobalt
11
Hancock Lane/New Jersey Turnpike Entrance
Westampton Township
Cobalt
12
Burr's Road
Westampton Township
Cobalt
13
Woodlane Road
Westampton Township
Cobalt
14
Mt. Holly Bypass
Mount Holly Township
ASC/2S
15
Fair Ground Plaza
Mount Holly Township
ASC/2S
16
Levis Drive/Ridgley Street
Mount Holly Township
ASC/2S
17
Parkers Mill Boulevard
Mount Holly Township
ASC/2S
18
Rancocas Road
Mount Holly Township
ASC/2S
19
Marne Highway
Hainesport Township
ASC/2S
III. Analysis and Implementation
A. Modeling
The Project Team developed a set of base Synchro
TM
Version 10 models for management of the new traffic
data, initial analysis of the intersection with and without various timing and a screening level review of
each intersection’s overall potential for capacity-level improvements using the Intersection Capacity
Utilization (ICU) Methodology. Microscopic simulation using SimTraffic
TM
was used to assess the impact of
unmet demand, turn pocket overflow, metering and spillback, and the effects of origin-destination pairs.
TruTraffic
TM
was used to assist in offset determination in order to assess early release issues created when
minor phases gap out and unused cycle time is typically sent back to the coordinated phases.
It is important to note that the delay minimization focus of the optimization routine in Synchro
TM
is helpful
to a point in deriving improved cycle lengths and splits; however, this method does not necessarily favor
corridor progression and bandwidth requirements. After development of the base models and
supplemental evaluations in SimTraffic
TM
, the UTDF file transfer feature with various spreadsheets were
used to create base TruTraffic
TM
models for more in-depth optimization.
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Signal Retiming Initiative Page 8
B. Initial Results--Modeling
Using the data collected to date and the modeled (i.e. theoretical) timing plans, several network -wide
measures of effectiveness were presented for the then pre-existing conditions without retiming (Existing),
and with the proposed signal retiming (Proposed). The results showed significant time savings, reductions
in delays and reductions in fuel consumption throughout the Project area. Weekday total delays decrease
by approximately 9% during the AM peak hour, 11% during the Mid-Day peak hour and 16% during the
PM peak hour. Weekend total delays decrease by approximately 6% during the Mid-Day. The following
exhibit includes the results of the modeling effort.
Table 3
Synchro Network Performance Measures
(Weekday and Weekend - Modeled)
AM Peak
Existing
Implemented
Difference
Total Delay (hr)
394
357
-9.4%
Total Stops
25,075
21,742
-13.3%
Total Travel Time (hr)
771
733
-4.9%
Fuel Consumed (gal)
1,148
1,085
-5.5%
Mid-day Peak
Existing
Implemented
Difference
Total Delay (hr)
223
198
-11.2%
Total Stops
20,164
17,943
-11.0%
Total Travel Time (hr)
536
511
-4.7%
Fuel Consumed (gal)
858
816
-4.9%
PM Peak
Existing
Implemented
Difference
Total Delay (hr)
469
394
-16.0%
Total Stops
31,502
25,075
-20.4%
Total Travel Time (hr)
919
771
-16.1%
Fuel Consumed (gal)
1,383
1,148
-17.0%
Weekend MD Peak
Existing
Implemented
Difference
Total Delay (hr)
290
270
-6.9%
Total Stops
25,014
21,839
-12.7%
Total Travel Time (hr)
647
626
-3.2%
Fuel Consumed (gal)
1,025
977
-4.7%
C. Implementation
During the week of August 20, 2018, the consultant team implemented the optimized timing plans into
each of the nineteen controllers from the CENTRACS™ central system in Burlington County Engineering
office. The consultant team worked with Signal Control Products to meet the existing program standard
maintained in the Burlington County Traffic Control Center CENTRACS™ database. The consultant team
verified that each controller maintained a common time standard. The consultant team had recommended,
through its analysis of traffic data collected to add additional programs to the signal system. This
recommendation was approved by Burlington County Traffic Engineering. The implemented coordination
plan calls for the signals to be in coordination during the week from 6:00 AM to 10:00 PM, from 7:30 AM
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Signal Retiming Initiative Page 9
to 10:00 PM on Saturday and from 8:45 AM to 8:30 PM on Sunday. The weekday programs include an AM
Ramp Up (a transitional plan to coordinated operation from FREE), AM, Mid-Day, PM and PM Off-Peak. The
weekend programs have an AM ramp-up, Mid-Day and PM Off-Peak. Cycle lengths were generally
increased during the weekday AM and PM peak periods. Off Peak periods generally saw a reduction in cycle
length. The weekend maintained a 110 second cycle during peak hours, and saw a reduction in cycle length
in the early morning or late evening hours while maintaining coordination. The corridor was observed
during all (Ramp Up, AM, Mid-Day, PM, PM Off-Peak, and weekend) timing plans. The corridor was
observed on Sunday as well due to the presence of churches directly on the project corridor. Details of
the coordination scheme installed are presented in Appendix A.
D. Fine‐Tuning of Signal Timings
The Project Team observed each new timing plan at every intersection during its respective peak hour to
ensure each phase split was appropriate for the traffic conditions present. If a movement or intersection is
over capacity, split adjustments were made to manage queue spillback and blockage. The consultant team
did identify issues at the intersection of Mount Holly Road, Rancocas Road and Fountain Avenue in the
afternoon, as Burlington Township High School is approximately 4,000 feet east of the intersection on
Fountain Avenue. Two additional programs were added in December, 2018, with the approval of
Burlington County, to assist the intersection in dealing with school egress.
In addition to fine‐tuning splits, offset adjustments often have a larger effect on the performance of the
network. Offsets were adjusted at the coordinated intersections by conducting travel time runs along the
corridor. Travel time runs were conducted using Tru‐Traffic ™ in conjunction with a direct connect GPS
unit which tracks the location of the test vehicle within the traffic signal system. This provides the user
dynamic information about the performance of the traffic signal system such as travel time and delay.
Results of the travel time runs under existing timings (the “before” runs) and implemented signal timings
(the “after” runs) are discussed in the next section of this report.
The revised signal timings are available from the project website, http://dvrpc.taylorwiseman.com/.
Updated signal timing directives were developed by the consultant team, with electronic and paper
copies delivered to Burlington County and laminated copies placed in each controlle r.
IV. Results
A. Before and After Data
Travel time data along the corridor was collected before and after implementation of the initial timing
plans during the weekday morning, mid-day, evening and the weekend mid-day peak hour periods. Refer
to Table 4 that includes the cumulative measures of effectiveness for the before and after conditions, as
well as the percent differences between the two scenarios, per peak period based on actual field data, as
opposed to the theoretical values highlighted in the previous section.
With implementation of the new timing plans and maintenance of a uniform time clock between
controllers, progression along County Road 541 improved significantly, in both directions. For all four peak
hour periods, the implemented retiming is producing positive results and significant savings in travel time,
delay, the number of stops, and travel speed in both directions. Refer to Appendix B for the travel time plots
for the time periods.
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Signal Retiming Initiative Page 10
Table 4
Peak Hour Travel Time and Delay Improvements
AM Peak
Mid-day Peak
PM Peak
Weekend Mid-day
Peak
Travel
Time (s)
Delay
(s)
Travel
Time (s)
Delay
(s)
Travel
Time (s)
Delay
(s)
Travel
Time (s)
Delay
(s)
Northbound
Existing
654
192
726
271
768
306
659
198
Implemented
547
85
565
110
605
143
532
71
Difference
-107
-161
-163
-127
% Difference
-16.4%
-55.7%
-22.2%
-59.4%
-21.2%
-53.3%
-19.3%
-64.1%
Southbound
Existing
651
194
645
181
689
232
649
192
Implemented
573
116
556
92
529
72
559
102
Difference
-78
-89
-160
-90
% Difference
-12.0%
-40.2%
-13.8%
-49.2%
-23.2%
-69.0%
-13.9%
-46.9%
Northbound: Levis Drive to Morris Street
Southbound: Morris Street to Levis Drive
Table 5
Peak Hour Stop and Fuel Consumption Improvements
AM Peak
Mid-day Peak
PM Peak
Weekend Mid-day
Peak
Stops
Fuel
Cons
(gal/hr)
Stops
Fuel
Cons
(gal/hr)
Stops
Fuel
Cons
(gal/hr)
Stops
Fuel
Cons
(gal/hr)
Northbound
Existing
4.5
268.4
7.1
261.4
7.4
346.6
5.3
261.7
Implemented
2
190.6
2.8
183.6
3.2
244.1
2
187.7
Difference
-2.5
-77.8
-4.3
-77.8
-4.2
-102.5
-3.3
-74
% Difference
-55.6%
-29.0%
-60.6%
-29.8%
-56.8%
-29.6%
-62.3%
-28.3%
Southbound
Existing
5.8
284.9
5.3
214.2
6.4
354.8
4.6
242.1
Implemented
2.7
219
2.8
189.5
2.6
275.1
3.2
230
Difference
-3.1
-65.9
-2.5
-24.7
-3.8
-79.7
-1.4
-12.1
% Difference
-53.4%
-23.1%
-47.2%
-11.5%
-59.4%
-22.5%
-30.4%
-5.0%
Northbound: Levis Drive to Morris Street
Southbound: Morris Street to Levis Drive
B. Opportunities for Improvement
Burlington County Route 541 had functional timing in-place at the start of this project. In addition,
maintenance/operations of the signal system was excellent. Working with Burlington County Traffic
Engineering, the Regional Signal Timing Initiative has shown significant benefit to updated traffic signal
timing in reduced delay, travel time and STOPS by motorists.
Given the fact that two major New Jersey limited-access highways (NJ Turnpike and Interstate 295) both
intersect the County Route 541 corridor, as well as the heavy retail influence on the corridor, development
TECHNICAL REPORT
Burlington County Route 541
DVRPC New Jersey Signal Retiming Initiative Page 11
of a traffic responsive and/or adaptive algorithm for this corridor would allow the traffic signal system to
accommodate major diversions from the Turnpike and/or 295, as well as deal w ith holiday shopping peaks.
C. Additional Resources/Project Data
Additional information, including project data, analysis files, and other detailed reports will be available
on the Project website at: http://dvrpc.taylorwiseman.com/.
AppendixA
77777777777777
NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB
0000 0100 65 60 82 69 85 64 91 76 102 82 153 130 135 92 85 70 144 111
0100 0200 40 48 46 58 46 44 50 53 52 53 93 75 85 61 47 51 89 68
0200 0300 30 39 45 48 38 41 46 43 42 45 66 58 53 49 40 43 59 53
0300 0400 32 47 45 52 41 41 42 50 42 51 46 43 36 34 40 48 41 38
0400 0500 54 96 73 99 74 93 71 103 74 96 43 52 31 32 69 97 37 42
0500 0600 158 250 180 235 185 240 181 231 188 229 75 108 44 57 178 237 60 82
0600 0700 366 502 434 514 411 528 420 499 433 516 176 188 105 129 413 512 141 158
0700 0800 658 802 781 826 746 822 760 840 764 830 299 289 183 205 742 824 241 247
0800 0900 707 818 840 825 766 772 753 722 780 767 446 440 303 312 769 781 375 376
0900 1000 564 639 661 633 648 596 631 610 667 662 575 561 430 458 634 628 502 510
1000 1100 534 588 652 575 586 579 598 580 669 691 654 701 546 547 608 602 600 624
1100 1200 597 606 685 648 664 587 658 611 749 712 802 764 646 671 670 633 724 718
1200 1300 664 664 777 719 709 659 727 655 853 782 853 792 712 690 746 696 783 741
1300 1400 656 702 773 713 685 640 711 692 811 775 865 779 717 692 727 704 791 736
1400 1500 686 757 838 754 810 722 782 728 875 839 809 788 696 637 798 760 752 713
1500 1600 743 785 868 833 876 768 870 772 943 854 782 746 696 584 860 802 739 665
1600 1700 843 858 957 857 902 795 950 797 1,000 912 783 736 664 559 930 844 724 647
1700 1800 833 841 957 910 978 851 1,001 844 1,010 909 746 661 575 493 956 871 661 577
1800 1900 694 650 768 640 727 647 790 720 855 796 698 677 511 462 767 690 604 570
1900 2000 514 501 542 424 602 488 631 512 683 625 582 539 465 419 594 510 524 479
2000 2100 422 403 422 333 464 401 514 447 557 507 447 389 376 344 476 418 412 367
2100 2200 303 291 316 239 342 274 388 311 468 388 382 334 271 246 363 300 327 290
2200 2300 181 178 209 165 233 198 239 222 314 274 294 247 179 163 235 207 236 205
2300 0000 132 114 149 110 161 131 126 134 246 189 221 165 124 91 163 136 172 128
10,472 11,236 12,099 11,277 11,778 10,978 12,026 11,248 13,175 12,580 10,889 10,263 8,580 8,027 11,910 11,464 9,735 9,145
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
7
Hourly Volumes - Average for Count Locations on CR 541
123456
From To
Saturday Sunday Avg. Weekday Avg. Weekend
Sub-total
Total 21,708 23,375 22,756
Monday Tuesday Wednesday Thursday Friday
21,152 16,607 23,374 18,879
Weekday Average Hourly Volumes
23,275 25,755
Saturday Hourly Volumes
Hourly Volumes by Day
7-Day, 24-Hour Volumes
Average for Count Locations on CR 541
0
500
1,000
1,500
2,000
2,500
3,000
3,500
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
77777777777777
NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB
0000 0100 59 58 81 68 81 75 92 85 90 82 147 138 90 107 81 74 119 123
0100 0200 39 51 39 52 36 49 51 55 27 53 68 88 77 71 38 52 73 80
0200 0300 18 32 31 45 34 33 23 46 38 47 56 58 40 41 29 41 48 50
0300 0400 21 32 35 44 31 44 39 33 27 37 24 41 25 33 31 38 25 37
0400 0500 53 66 51 68 55 71 63 92 49 77 31 39 23 28 54 75 27 34
0500 0600 161 177 160 188 177 179 163 162 164 169 48 98 35 48 165 175 42 73
0600 0700 358 416 340 344 308 430 330 430 316 428 127 163 94 104 330 410 111 134
0700 0800 691 637 678 642 686 602 649 688 650 594 238 224 135 163 671 633 187 194
0800 0900 700 671 655 722 645 645 642 607 618 587 392 344 292 253 652 646 342 299
0900 1000 581 505 617 526 568 518 564 523 548 483 502 421 448 332 576 511 475 377
1000 1100 491 427 648 421 507 476 558 437 540 509 630 570 516 417 549 454 573 494
1100 1200 555 452 542 509 587 474 583 490 669 539 760 564 640 510 587 493 700 537
1200 1300 657 500 721 558 615 485 619 457 815 623 838 612 663 553 685 525 751 583
1300 1400 600 492 726 556 608 495 580 538 668 553 849 601 748 535 636 527 799 568
1400 1500 692 615 738 620 728 590 687 577 704 628 768 643 681 520 710 606 725 582
1500 1600 796 659 732 660 779 616 774 644 820 659 734 598 645 457 780 648 690 528
1600 1700 810 735 764 748 690 683 729 654 784 659 742 576 568 468 755 696 655 522
1700 1800 800 645 775 737 797 709 876 727 820 772 781 512 520 425 814 718 651 469
1800 1900 736 573 659 509 613 603 681 633 811 668 752 557 459 381 700 597 606 469
1900 2000 533 386 431 350 511 432 567 402 636 507 626 419 454 359 536 415 540 389
2000 2100 470 326 312 282 356 361 436 394 457 404 445 292 376 313 406 353 411 303
2100 2200 278 244 226 202 288 259 332 261 425 344 362 287 251 185 310 262 307 236
2200 2300 167 159 143 141 211 189 202 220 214 197 284 210 154 133 187 181 219 172
2300 0000 120 103 129 75 137 125 128 118 220 175 186 181 108 73 147 119 147 127
10,386 8,961 10,233 9,067 10,048 9,143 10,368 9,273 11,110 9,794 10,390 8,236 8,042 6,509 10,429 9,248 9,216 7,373
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
Saturday Hourly Volumes
Weekday Average Hourly Volumes
7123456
Avg. Weekend
Sub-total
Total
Hourly Volumes - Location 211 - High St (CR 541) North of Morris St
Monday Tuesday Wednesday Thursday Friday Saturday Sunday Avg. Weekday
From To
Location 211 - High St (CR 541) North of Morris St
7-Day, 24-Hour Volumes
14,551 19,677 16,589
Hourly Volumes by Day
18,62619,347 19,300 19,191 19,641 20,904
0
500
1,000
1,500
2,000
2,500
3,000
3,500
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
77777777777777
NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB
0000 0100 104 100 129 104 147 98 142 131 196 130 239 202 274 127 144 113 257 165
0100 0200 55 78 60 107 76 65 71 77 95 87 152 123 150 90 71 83 151 107
0200 0300 42 73 73 75 56 75 77 64 67 77 114 88 86 81 63 73 100 85
0300 0400 57 99 81 97 80 58 77 105 76 103 103 81 54 60 74 92 79 71
0400 0500 104 177 147 164 157 162 132 175 168 169 78 98 49 60 142 169 64 79
0500 0600 270 440 368 382 383 399 370 405 402 428 162 203 72 85 359 411 117 144
0600 0700 617 833 888 916 843 919 872 845 897 849 317 323 173 213 823 872 245 268
0700 0800 936 1,298 1,370 1,328 1,324 1,340 1,329 1,332 1,330 1,408 508 475 297 317 1,258 1,341 403 396
0800 0900 951 1,300 1,566 1,183 1,302 1,134 1,343 1,107 1,395 1,256 721 693 422 493 1,311 1,196 572 593
0900 1000 780 979 1,109 907 1,132 897 1,098 900 1,102 1,078 909 883 615 682 1,044 952 762 783
1000 1100 697 883 1,055 857 991 888 976 822 1,063 1,101 1,013 1,062 783 866 956 910 898 964
1100 1200 846 882 1,176 945 1,164 882 1,061 899 1,180 1,138 1,206 1,195 978 986 1,085 949 1,092 1,091
1200 1300 915 958 1,234 1,101 1,123 1,018 1,188 987 1,306 1,231 1,350 1,217 1,140 1,027 1,153 1,059 1,245 1,122
1300 1400 917 1,106 1,288 1,068 1,045 973 1,139 1,057 1,283 1,250 1,400 1,184 1,093 1,106 1,134 1,091 1,247 1,145
1400 1500 890 1,110 1,403 1,082 1,327 1,078 1,290 1,050 1,419 1,303 1,236 1,248 1,125 963 1,266 1,125 1,181 1,106
1500 1600 987 1,135 1,447 1,199 1,471 1,139 1,469 1,118 1,458 1,333 1,230 1,145 1,197 895 1,366 1,185 1,214 1,020
1600 1700 1,028 1,268 1,564 1,221 1,528 1,161 1,635 1,177 1,559 1,412 1,157 1,124 1,141 798 1,463 1,248 1,149 961
1700 1800 1,045 1,283 1,549 1,354 1,686 1,259 1,600 1,269 1,588 1,426 1,080 1,051 977 718 1,494 1,318 1,029 885
1800 1900 939 1,000 1,372 929 1,217 975 1,295 1,081 1,276 1,258 961 1,054 855 697 1,220 1,049 908 876
1900 2000 673 769 1,046 644 992 727 1,087 765 1,084 968 880 871 752 596 976 775 816 734
2000 2100 575 625 788 526 833 601 875 647 897 805 712 607 561 520 794 641 637 564
2100 2200 451 458 602 406 606 438 647 474 817 624 631 541 413 421 625 480 522 481
2200 2300 267 292 382 282 393 297 360 361 538 510 460 359 285 283 388 348 373 321
2300 0000 202 172 274 161 273 198 155 226 415 296 402 264 220 151 264 211 311 208
14,348 17,318 20,971 17,038 20,149 16,781 20,288 17,074 21,611 20,240 17,021 16,091 13,712 12,235 19,473 17,690 15,367 14,163
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
7-Day, 24-Hour Volumes
Location 212 - Mt Holly Rd (CR 541) between Liberty Sq/Cadillac Dr and I-295
Saturday Hourly Volumes
Hourly Volumes by Day
33,112 25,947 37,164 29,530
Weekday Average Hourly Volumes
37,362 41,851
Monday Tuesday Wednesday Thursday Friday
Sub-total
Total 31,666 38,009 36,930
Sunday Avg. Weekday Avg. Weekend
From To
Saturday
7
Hourly Volumes - Location 212 - Mt Holly Rd (CR 541) between Liberty Sq/Cadillac Dr and I-295
123456
0
500
1,000
1,500
2,000
2,500
3,000
3,500
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
77777777777777
NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB
0000 0100 86 56 96 67 101 58 113 60 107 80 185 114 138 88 101 64 162 101
0100 0200 54 49 72 56 65 46 65 71 71 54 129 59 95 54 65 55 112 57
0200 0300 56 40 61 55 50 45 70 52 56 43 79 66 73 53 59 47 76 60
0300 0400 41 49 51 58 48 54 41 50 54 53 48 39 54 22 47 53 51 31
0400 0500 45 133 74 144 63 131 68 126 60 119 50 60 39 29 62 131 45 45
0500 0600 154 337 144 325 136 328 141 309 140 279 72 102 47 71 143 316 60 87
0600 0700 382 622 384 645 374 608 364 598 393 653 209 207 112 154 379 625 161 181
0700 0800 736 921 804 928 710 978 778 941 781 951 335 356 209 228 762 944 272 292
0800 0900 938 913 893 962 876 953 828 866 891 927 510 533 306 380 885 924 408 457
0900 1000 652 762 673 816 659 695 647 732 733 821 666 685 454 563 673 765 560 624
1000 1100 650 715 633 691 592 678 585 737 807 837 708 880 594 692 653 732 651 786
1100 1200 654 748 714 761 639 720 682 683 816 807 860 952 710 843 701 744 785 898
1200 1300 719 774 817 814 750 753 726 765 929 890 901 1,011 693 912 788 799 797 962
1300 1400 796 739 751 784 762 710 793 752 944 876 908 983 768 810 809 772 838 897
1400 1500 804 842 814 839 812 797 807 806 1,014 1,002 930 909 712 776 850 857 821 843
1500 1600 828 906 941 981 903 929 866 908 1,086 1,011 867 895 710 724 925 947 789 810
1600 1700 1,120 978 1,098 985 1,031 943 1,041 955 1,238 1,139 946 837 712 653 1,106 1,000 829 745
1700 1800 1,137 976 1,135 1,028 1,078 957 1,175 920 1,277 997 806 761 602 563 1,160 976 704 662
1800 1900 846 649 793 702 838 666 897 738 1,026 870 823 743 556 519 880 725 690 631
1900 2000 619 548 531 479 668 550 614 573 761 696 630 607 515 508 639 569 573 558
2000 2100 494 451 454 364 522 438 542 489 650 546 503 457 423 402 532 458 463 430
2100 2200 375 287 343 237 384 265 422 340 485 397 434 351 329 261 402 305 382 306
2200 2300 228 163 249 135 254 195 314 207 413 263 320 291 220 161 292 193 270 226
2300 0000 162 123 150 154 189 148 186 136 282 190 254 150 140 95 194 150 197 123
12,576 12,781 12,675 13,010 12,504 12,645 12,765 12,814 15,014 14,501 12,173 12,048 9,211 9,561 13,107 13,150 10,692 10,805
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
7-Day, 24-Hour Volumes
Location 213 - Mt Holly Rd (CR 541) between NJ Turnpike - Exit 5/Hancock Ln and Burrs Rd
Saturday Hourly Volumes
Hourly Volumes by Day
24,221 18,772 26,257 21,497
Weekday Average Hourly Volumes
25,579 29,515
Monday Tuesday Wednesday Thursday Friday
Sub-total
Total 25,357 25,685 25,149
Sunday Avg. Weekday Avg. Weekend
From To
Saturday
7
Hourly Volumes - Location 213 - Mt Holly Rd (CR 541) between NJ Turnpike - Exit 5/Hancock Ln and Burrs Rd
123456
0
500
1,000
1,500
2,000
2,500
3,000
3,500
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
77777777777777
NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB
0000 0100 10 24 21 38 12 24 17 29 16 37 42 66 39 46 15 30 41 56
0100 0200 11 13 13 18 8 17 13 10 16 19 23 30 18 29 12 15 21 30
0200 0300 2 9 16 17 11 10 12 11 8 12 15 19 11 20 10 12 13 20
0300 0400 8 9 11 859911119810101999915
0400 0500 15 9 19 18 22 9 19 19 18 20 14 11 12 12 19 15 13 12
0500 0600 45 44 47 46 43 54 51 46 44 39 19 27 22 25 46 46 21 26
0600 0700 106 137 125 149 120 154 113 122 125 135 51 58 42 45 118 139 47 52
0700 0800 267 351 273 404 262 369 285 397 293 365 115 102 91 110 276 377 103 106
0800 0900 238 386 247 434 242 354 199 307 215 299 161 191 193 123 228 356 177 157
0900 1000 242 310 245 284 233 274 216 283 285 267 224 256 201 256 244 284 213 256
1000 1100 299 326 271 331 252 274 271 322 266 317 265 293 290 214 272 314 278 254
1100 1200 333 340 307 376 266 271 304 370 329 364 380 344 257 346 308 344 319 345
1200 1300 365 425 335 402 349 378 373 411 362 382 322 329 353 267 357 400 338 298
1300 1400 309 470 328 445 326 380 331 419 347 419 303 349 259 317 328 427 281 333
1400 1500 358 461 398 473 374 424 342 477 363 423 300 352 265 290 367 452 283 321
1500 1600 359 441 352 490 350 387 371 419 408 411 295 347 230 259 368 430 263 303
1600 1700 415 449 401 474 360 392 395 403 417 439 287 408 235 315 398 431 261 362
1700 1800 349 460 368 521 351 479 352 461 356 439 318 320 200 267 355 472 259 294
1800 1900 255 377 249 421 240 342 287 427 308 387 255 355 173 251 268 391 214 303
1900 2000 230 301 159 224 235 242 255 308 251 327 191 259 140 213 226 280 166 236
2000 2100 150 211 132 159 144 205 203 256 224 271 129 201 143 140 171 220 136 171
2100 2200 106 174 94 109 88 132 150 167 146 185 102 157 90 117 117 153 96 137
2200 2300 63 98 61 101 72 109 81 100 90 126 110 126 55 75 73 107 83 101
2300 0000 43 58 43 49 46 52 35 57 65 94 43 66 26 46 46 62 35 56
4,578 5,883 4,515 5,991 4,411 5,341 4,684 5,832 4,963 5,786 3,972 4,676 3,355 3,802 4,630 5,767 3,664 4,239
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
7-Day, 24-Hour Volumes
Location 214 - High St (CR 541) South of Levis Dr/Ridgley St
Saturday Hourly Volumes
Hourly Volumes by Day
8,648 7,157 10,397 7,903
Weekday Average Hourly Volumes
10,516 10,749
Monday Tuesday Wednesday Thursday Friday
Sub-total
Total 10,461 10,506 9,752
Sunday Avg. Weekday Avg. Weekend
From To
Saturday
7
Hourly Volumes - Location 214 - High St (CR 541) South of Levis Dr/Ridgley St
123456
0
500
1,000
1,500
2,000
2,500
3,000
3,500
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
77777777777777
NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB
0000 0100 60 70 38 77 83 88 81 105 122 114 161 143 114 131 77 91 138 137
0100 0200 54 29 32 55 47 61 55 61 64 80 95 100 55 98 50 57 75 99
0200 0300 37 32 22 51 23 76 41 65 47 58 67 65 47 58 34 56 57 62
0300 0400 49 43 25 54 48 62 43 62 46 60 42 52 24 45 42 56 33 49
0400 0500 106 65 59 73 100 84 117 86 109 101 56 130 26 79 98 82 41 105
0500 0600 259 183 141 217 265 205 236 230 227 208 85 83 58 58 226 209 72 71
0600 0700 614 506 325 491 594 517 598 484 612 459 173 224 106 133 549 491 140 179
0700 0800 1,186 827 592 864 1,210 818 1,176 831 1,164 834 331 426 206 208 1,066 835 269 317
0800 0900 966 883 527 1,167 1,032 934 1,002 937 986 880 511 572 310 340 903 960 411 456
0900 1000 760 759 377 803 796 799 723 750 787 833 686 832 434 505 689 789 560 669
1000 1100 672 690 323 736 607 726 676 732 805 808 768 833 626 622 617 738 697 728
1100 1200 728 774 355 800 700 789 678 770 832 845 953 844 642 794 659 796 798 819
1200 1300 763 873 398 954 775 864 728 867 887 970 950 903 830 833 710 906 890 868
1300 1400 350 878 393 888 769 938 791 933 878 959 912 975 764 851 636 919 838 913
1400 1500 432 1,059 716 1,181 880 1,042 873 1,064 975 1,255 845 858 765 864 775 1,120 805 861
1500 1600 446 1,275 1,051 1,236 974 1,251 977 1,317 1,053 1,306 869 903 706 845 900 1,277 788 874
1600 1700 476 1,420 1,033 1,412 959 1,393 975 1,427 1,161 1,424 820 772 619 797 921 1,415 720 785
1700 1800 482 1,657 1,107 1,571 1,038 1,640 995 1,574 1,096 1,645 760 685 545 655 944 1,617 653 670
1800 1900 406 1,079 781 1,059 771 1,061 835 1,115 844 1,153 722 541 477 511 727 1,093 600 526
1900 2000 330 664 491 750 577 728 646 808 728 802 578 477 486 459 554 750 532 468
2000 2100 266 506 390 478 516 560 522 630 598 621 364 422 389 337 458 559 377 380
2100 2200 196 363 283 350 322 412 382 398 398 449 307 309 246 272 316 394 277 291
2200 2300 100 271 187 268 211 277 247 279 274 400 284 272 167 240 204 299 226 256
2300 0000 86 138 209 151 193 157 197 191 304 277 170 218 123 136 198 183 147 177
9,824 15,044 9,855 15,686 13,490 15,482 13,594 15,716 14,997 16,541 11,509 11,639 8,765 9,871 12,352 15,694 10,137 10,755
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
0000
0000 Plan 1
0000 Plan 2
0000 Plan 3
0000 Free
7-Day, 24-Hour Volumes
Location 215 - Mount Holly Bypass (CR 541) between High St and Parkers Mill Blvd
Saturday Hourly Volumes
Hourly Volumes by Day
23,148 18,636 28,046 20,892
Weekday Average Hourly Volumes
29,310 31,538
Monday Tuesday Wednesday Thursday Friday
Sub-total
Total 24,868 25,541 28,972
Sunday Avg. Weekday Avg. Weekend
From To
Saturday
7
Hourly Volumes - Location 215 - Mount Holly Bypass (CR 541) between High St and Parkers Mill Blvd
123456
0
500
1,000
1,500
2,000
2,500
3,000
3,500
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Sunday
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
0
200
400
600
800
1,000
1,200
1,400
1,600
1,800
0000 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 0000
Flow Rate (veh/hr)
Time of Day (hhmm)
NB
SB
NB (per lane)
SB (per lane)
NoteB‐Pattern13[110]
NoteC‐Pattern7[90]
NoteD‐Centracscallingpattern13inschedulerbutnoprogramminginlocaldatabaseforPattern13
Weekday Day Plan Schedules
CR 541
13
LEGEND
AwhiteboxindicatesFREEoperation,ashadedboxindicatescoordinated
operation.
Thefirstnumberspecifiesthepattern,thesecondnumber[inbrackets]isthe
cyclelength(s).
Darkershadesrepresentalongercyclelength.
NoteA‐Manualfreeenabled
7[90]
16[120] 13[110] 17[120] 14[110] [FREE]
5
MtHollyRd(CR541)
[FREE] 13[110] [FREE]
5
MtHollyRd(CR541)
[FREE]
7[90]
16[120] 13[110] 17[120] 14[110] [FREE]
20
LibertySq
[FREE]
A
20
LibertySq
[FREE]
WEEKDAYS WEEKDAYS
SunsetRd SunsetRd
9pm
10pm
11pm
12am
3pm
4pm
5pm
6pm
7pm
8pm
9am
10am
11am
12pm
1pm
2pm
3am
4am
5am
6am
7am
8am
11pm
12am
IMPLEMENTEDSCHEDULES
12am
1am
2am
5pm
6pm
7pm
8pm
9pm
10pm
11am
12pm
1pm
2pm
3pm
4pm
5am
6am
7am
8am
9am
10am
EXISTINGSCHEDULES
12am
1am
2am
3am
4am
NoteA‐Centracscallingpattern13inschedulerbutnoprogramminginlocaldatabaseforPattern13
19
MarneHwy
[FREE]
19 MarneHwy
[FREE]
11[100] [FREE]
18
RancocasRd
[FREE]
18 RancocasRd
[FREE]
ParkersMillBlvd
[FREE]
7[90]
16[120] 10[100] 17[120]
11[100] [FREE]
17
ParkersMillBlvd
[FREE]
13[FREE]
A
[FREE]
17
MtHollyRd(CR541)/HighSt
[FREE]
7[90]
16[120] 10[100] 17[120]
MtHollyBypass(CR541) MtHollyBypass(CR541)
14
MtHollyRd(CR541)/HighSt
[FREE] 13[110] [FREE]
14
11pm
12am
WEEKDAYS WEEKDAYS
5pm
6pm
7pm
8pm
9pm
10pm
11am
12pm
1pm
2pm
3pm
4pm
5am
6am
7am
8am
9am
10am
IMPLEMENTEDSCHEDULES
12am
1am
2am
3am
4am
7pm
8pm
9pm
10pm
11pm
12am
1pm
2pm
3pm
4pm
5pm
6pm
7am
8am
9am
10am
11am
12pm
EXISTINGSCHEDULES
12am
1am
2am
3am
4am
5am
6am
NoteB‐18[120],operatesSeptember1sttoJune30thonly.Placespedestrianrecallonsidestreetphases.
NoteC‐17[120],nosidestreetpedestrianrecallsprorammed.Runs1430‐1830betweenJuly1standAugust31st.
NoteD‐19[120],operatesSeptember1sttoJune30thonly.Placespedestrianrecallonsidestreetphases.
GeneralNote‐CommandsforschedulebeingcontrollerbyCentracs,notbylocaldatabases GeneralNote‐CommandsforschedulebeingcontrollerbyCentracs,notbylocaldatabases
NoteA‐Pattern1[75] NoteA‐16[120],nosidestreetpedestrianrecallsprorammed.Runs0700‐0930betweenJuly1standAugust31st.
C D C 11[100] [FREE][FREE]
7[90]
A
18[120]
A 10[100]
[FREE]
16 LevisDr/RidgeleySt
[FREE] 13[110] [FREE]
16 LevisDr/RidgeleySt
[FREE]
7[90]
16[120] 10[100] 17[120] 11[100]
15 FairGroundPlaza
[FREE]
13[FREE]
D
C [FREE]
15 FairGroundPlaza
7[90]
16[120] 10[100] 17[120] 11[100] [FREE]
14 MtHollyBypass(CR541)
[FREE] 13[110] [FREE]
14 MtHollyBypass(CR541)
[FREE]
7[90]
16[120] 10[100] 17[120] 11[100] [FREE]
[FREE]
13 WoodlaneRd
[FREE] 13[110] [FREE]
13 WoodlaneRd
[FREE]
[FREE]
7[90]
16[120] 10[100] 17[120] 11[100]
[FREE]
12 BurrsRd
[FREE] 13[110] [FREE]
12 BurrsRd
[FREE]
7[90]
16[120] 10[100] 17[120] 11[100]
11 NJTurnpike‐Exit5/HancockLn
[FREE] 13[110] B [FREE]
11 NJTurnpike‐Exit5/HancockLn
7[90]
16[120] 10[100] 17[120] 11[100] [FREE]
10 IrickRd
[FREE] 13[110] [FREE]
10 IrickRd
[FREE]
7[90]
16[120] 10[100] 17[120] 11[100] [FREE]
9 TownSquareDr
[FREE] 13[110] [FREE]
9 TownSquareDr
[FREE]
7[90]
16[120] 10[100] 17[120] 11[100] [FREE]
8 BromleyBlvd
[FREE] 13[110] [FREE]
8 BromleyBlvd
[FREE]
7[90]
16[120] 10[100] 17[120] 11[100] [FREE]
7
ElbowLn/BurlingtonCenterMallEnt. [FREE] 13[110] A [FREE]
7
ElbowLn/BurlingtonCenterMallEnt. [FREE]
16[120] 13[110] 17[120] 14[110] [FREE]
6 LibertySq/CadillacDr
[FREE] 13[110] [FREE]
6 LibertySq/CadillacDr
[FREE]
7[90]
16[120] 13[110] 17[120] 14[110] [FREE]
5 SunsetRd
[FREE] 13[110] [FREE]
5 SunsetRd
[FREE]
7[90]
16[120] 13[110] 17[120] 14[110] [FREE]
4 OfficeDr/WishingWellDr
[FREE] 13[110] [FREE]
4 OfficeDr/WishingWellDr
[FREE]
7[90]
7[90]
16[120] 13[110] 17[120] 14[110] [FREE]
2 RancocasRd/FountainAve
[FREE] 13[120] [FREE]
2 RancocasRd/FountainAve
[FREE]
13[110] C D C 14[110] [FREE]
MorrisSt
[FREE]
7[90]
AB A
HighSt/MtHollyRd(CR541) HighSt/MtHollyRd(CR541)
1 MorrisSt
[FREE] 13[110] [FREE]
1
11pm
12am
WEEKDAYS WEEKDAYS
5pm
6pm
7pm
8pm
9pm
10pm
11am
12pm
1pm
2pm
3pm
4pm
5am
6am
7am
8am
9am
10am
IMPLEMENTEDSCHEDULES
12am
1am
2am
3am
4am
7pm
8pm
9pm
10pm
11pm
12am
1pm
2pm
3pm
4pm
5pm
6pm
7am
8am
9am
10am
11am
12pm
EXISTINGSCHEDULES
12am
1am
2am
3am
4am
5am
6am
NoteB‐Pattern13[110]
NoteC‐Pattern7[90]
NoteD‐Centracscallingpattern13inschedulerbutnoprogramminginlocaldatabaseforPattern13
Saturday Day Plan Schedules
CR 541
13
LEGEND
AwhiteboxindicatesFREEoperation,ashadedboxindicatescoordinated
operation.
Thefirstnumberspecifiesthepattern,thesecondnumber[inbrackets]isthe
cyclelength(s).
Darkershadesrepresentalongercyclelength.
NoteA‐Manualfreeenabled
MtHollyRd(CR541)
[FREE] 7[90] 15[110] 7[90] [FREE]
5
MtHollyRd(CR541)
[FREE] 13[110] [FREE]
5
7[90] 15[110] 7[90] [FREE]
20
LibertySq
[FREE]
A
20
LibertySq
[FREE]
SATURDAY SATURDAY
SunsetRd SunsetRd
9pm
10pm
11pm
12am
3pm
4pm
5pm
6pm
7pm
8pm
9am
10am
11am
12pm
1pm
2pm
3am
4am
5am
6am
7am
8am
11pm
12am
IMPLEMENTEDSCHEDULES
12am
1am
2am
5pm
6pm
7pm
8pm
9pm
10pm
11am
12pm
1pm
2pm
3pm
4pm
5am
6am
7am
8am
9am
10am
EXISTINGSCHEDULES
12am
1am
2am
3am
4am
NoteA‐Centracscallingpattern13inschedulerbutnoprogramminginlocaldatabaseforPattern13
19
MarneHwy
[FREE]
19 MarneHwy
[FREE]
18
RancocasRd
[FREE]
18 RancocasRd
[FREE]
7[90] 15[110] 7[90] [FREE]
17
ParkersMillBlvd
[FREE]
13[FREE]
A
[FREE]
17 ParkersMillBlvd
[FREE]
MtHollyRd(CR541)/HighSt
[FREE] 7[90] 15[110] 7[90] [FREE]
MtHollyBypass(CR541) MtHollyBypass(CR541)
14
MtHollyRd(CR541)/HighSt
[FREE] 13[110] [FREE]
14
10pm
11pm
12am
SATURDAY SATURDAY
4pm
5pm
6pm
7pm
8pm
9pm
10am
11am
12pm
1pm
2pm
3pm
4am
5am
6am
7am
8am
9am
12am
IMPLEMENTEDSCHEDULES
12am
1am
2am
3am
6pm
7pm
8pm
9pm
10pm
11pm
12pm
1pm
2pm
3pm
4pm
5pm
6am
7am
8am
9am
10am
11am
EXISTINGSCHEDULES
12am
1am
2am
3am
4am
5am
GeneralNote‐CommandsforschedulebeingcontrollerbyCentracs,notbylocaldatabases GeneralNote‐CommandsforschedulebeingcontrollerbyCentracs,notbylocaldatabases
NoteA‐Pattern1[75]
7[90] 15[110] 7[90] [FREE]
16 LevisDr/RidgeleySt
[FREE] 13[110] [FREE]
16 LevisDr/RidgeleySt
[FREE]
FairGroundPlaza
[FREE] 7[90] 15[110] 7[90] [FREE]
[FREE]
15 FairGroundPlaza
[FREE]
13[FREE]
D
C [FREE]
15
14 MtHollyBypass(CR541)
[FREE] 7[90] 15[110] 7[90]
15[110] 7[90] [FREE]
14 MtHollyBypass(CR541)
[FREE] 13[110] [FREE]
13 WoodlaneRd
[FREE] 13[110] [FREE]
13 WoodlaneRd
[FREE] 7[90]
BurrsRd
[FREE] 7[90] 15[110] 7[90] [FREE]
12 BurrsRd
[FREE] 13[110] [FREE]
12
7[90] 15[110] 7[90] [FREE]
11 NJTurnpike‐Exit5/HancockLn
[FREE] 13[110] B [FREE]
11 NJTurnpike‐Exit5/HancockLn
[FREE]
[FREE] 7[90] 15[110] 7[90] [FREE]
[FREE]
10 IrickRd
[FREE] 13[110] [FREE]
10 IrickRd
9 TownSquareDr
[FREE] 7[90] 15[110] 7[90]
15[110] 7[90] [FREE]
9 TownSquareDr
[FREE] 13[110] [FREE]
8 BromleyBlvd
[FREE] 13[110] [FREE]
8 BromleyBlvd
[FREE] 7[90]
[FREE] 7[90] 15[110] 7[90] [FREE]
7
ElbowLn/BurlingtonCenterMallEnt. [FREE] 13[110] A [FREE]
7
ElbowLn/BurlingtonCenterMallEnt.
LibertySq/CadillacDr
[FREE] 7[90] 15[110] 7[90] [FREE]
6 LibertySq/CadillacDr
[FREE] 13[110] [FREE]
6
7[90] 15[110] 7[90] [FREE]
5 SunsetRd
[FREE] 13[110] [FREE]
5 SunsetRd
[FREE]
OfficeDr/WishingWellDr
[FREE] 7[90] 15[110] 7[90] [FREE]
4 OfficeDr/WishingWellDr
[FREE] 13[110] [FREE]
4
7[90] 15[110] 7[90] [FREE]
2 RancocasRd/FountainAve
[FREE] 13[120] [FREE]
2 RancocasRd/FountainAve
[FREE]
MorrisSt
[FREE] 7[90] 15[110] 7[90] [FREE]
HighSt/MtHollyRd(CR541) HighSt/MtHollyRd(CR541)
1 MorrisSt
[FREE] 13[110] [FREE]
1
11pm
12am
SATURDAY SATURDAY
5pm
6pm
7pm
8pm
9pm
10pm
11am
12pm
1pm
2pm
3pm
4pm
5am
6am
7am
8am
9am
10am
IMPLEMENTEDSCHEDULES
12am
1am
2am
3am
4am
7pm
8pm
9pm
10pm
11pm
12am
1pm
2pm
3pm
4pm
5pm
6pm
7am
8am
9am
10am
11am
12pm
EXISTINGSCHEDULES
12am
1am
2am
3am
4am
5am
6am
NoteB‐Pattern13[110]
NoteC‐Pattern7[90]
NoteD‐Centracscallingpattern13inschedulerbutnoprogramminginlocaldatabaseforPattern13
Sunday Day Plan Schedules
CR 541
13
LEGEND
AwhiteboxindicatesFREEoperation,ashadedboxindicatescoordinated
operation.
Thefirstnumberspecifiesthepattern,thesecondnumber[inbrackets]isthe
cyclelength(s).
Darkershadesrepresentalongercyclelength.
NoteA‐Manualfreeenabled
MtHollyRd(CR541)
[FREE] 7[90] 15[110] 7[90] [FREE]
5
MtHollyRd(CR541)
[FREE] 13[110] [FREE]
5
7[90] 15[110] 7[90] [FREE]
20
LibertySq
[FREE]
A
20
LibertySq
[FREE]
SUNDAY SUNDAY
SunsetRd SunsetRd
9pm
10pm
11pm
12am
3pm
4pm
5pm
6pm
7pm
8pm
9am
10am
11am
12pm
1pm
2pm
3am
4am
5am
6am
7am
8am
11pm
12am
IMPLEMENTEDSCHEDULES
12am
1am
2am
5pm
6pm
7pm
8pm
9pm
10pm
11am
12pm
1pm
2pm
3pm
4pm
5am
6am
7am
8am
9am
10am
EXISTINGSCHEDULES
12am
1am
2am
3am
4am
NoteA‐Centracscallingpattern13inschedulerbutnoprogramminginlocaldatabaseforPattern13
19
MarneHwy
[FREE]
19 MarneHwy
[FREE]
18
RancocasRd
[FREE]
18 RancocasRd
[FREE]
7[90] 15[110] 7[90] [FREE]
17
ParkersMillBlvd
[FREE]
13[FREE]
A
[FREE]
17 ParkersMillBlvd
[FREE]
MtHollyRd(CR541)/HighSt
[FREE] 7[90] 15[110] 7[90] [FREE]
MtHollyBypass(CR541) MtHollyBypass(CR541)
14
MtHollyRd(CR541)/HighSt
[FREE] 13[110] [FREE]
14
10pm
11pm
12am
SUNDAY SUNDAY
4pm
5pm
6pm
7pm
8pm
9pm
10am
11am
12pm
1pm
2pm
3pm
4am
5am
6am
7am
8am
9am
12am
IMPLEMENTEDSCHEDULES
12am
1am
2am
3am
6pm
7pm
8pm
9pm
10pm
11pm
12pm
1pm
2pm
3pm
4pm
5pm
6am
7am
8am
9am
10am
11am
EXISTINGSCHEDULES
12am
1am
2am
3am
4am
5am
GeneralNote‐CommandsforschedulebeingcontrollerbyCentracs,notbylocaldatabases GeneralNote‐CommandsforschedulebeingcontrollerbyCentracs,notbylocaldatabases
NoteA‐Pattern1[75]
7[90] 15[110] 7[90] [FREE]
16 LevisDr/RidgeleySt
[FREE] 13[110] [FREE]
16 LevisDr/RidgeleySt
[FREE]
FairGroundPlaza
[FREE] 7[90] 15[110] 7[90] [FREE]
[FREE]
15 FairGroundPlaza
[FREE]
13[FREE]
D
C [FREE]
15
14 MtHollyBypass(CR541)
[FREE] 7[90] 15[110] 7[90]
15[110] 7[90] [FREE]
14 MtHollyBypass(CR541)
[FREE] 13[110] [FREE]
13 WoodlaneRd
[FREE] 13[110] [FREE]
13 WoodlaneRd
[FREE] 7[90]
BurrsRd
[FREE] 7[90] 15[110] 7[90] [FREE]
12 BurrsRd
[FREE] 13[110] [FREE]
12
7[90] 15[110] 7[90] [FREE]
11 NJTurnpike‐Exit5/HancockLn
[FREE] 13[110] B [FREE]
11 NJTurnpike‐Exit5/HancockLn
[FREE]
[FREE] 7[90] 15[110] 7[90] [FREE]
[FREE]
10 IrickRd
[FREE] 13[110] [FREE]
10 IrickRd
9 TownSquareDr
[FREE] 7[90] 15[110] 7[90]
15[110] 7[90] [FREE]
9 TownSquareDr
[FREE] 13[110] [FREE]
8 BromleyBlvd
[FREE] 13[110] [FREE]
8 BromleyBlvd
[FREE] 7[90]
[FREE] 7[90] 15[110] 7[90] [FREE]
7
ElbowLn/BurlingtonCenterMallEnt. [FREE] 13[110] A [FREE]
7
ElbowLn/BurlingtonCenterMallEnt.
LibertySq/CadillacDr
[FREE] 7[90] 15[110] 7[90] [FREE]
6 LibertySq/CadillacDr
[FREE] 13[110] [FREE]
6
7[90] 15[110] 7[90] [FREE]
5 SunsetRd
[FREE] 13[110] [FREE]
5 SunsetRd
[FREE]
OfficeDr/WishingWellDr
[FREE] 7[90] 15[110] 7[90] [FREE]
4 OfficeDr/WishingWellDr
[FREE] 13[110] [FREE]
4
7[90] 15[110] 7[90] [FREE]
2 RancocasRd/FountainAve
[FREE] 13[120] [FREE]
2 RancocasRd/FountainAve
[FREE]
MorrisSt
[FREE] 7[90] 15[110] 7[90] [FREE]
HighSt/MtHollyRd(CR541) HighSt/MtHollyRd(CR541)
1 MorrisSt
[FREE] 13[110] [FREE]
1
11pm
12am
SUNDAY SUNDAY
5pm
6pm
7pm
8pm
9pm
10pm
11am
12pm
1pm
2pm
3pm
4pm
5am
6am
7am
8am
9am
10am
IMPLEMENTEDSCHEDULES
12am
1am
2am
3am
4am
7pm
8pm
9pm
10pm
11pm
12am
1pm
2pm
3pm
4pm
5pm
6pm
7am
8am
9am
10am
11am
12pm
EXISTINGSCHEDULES
12am
1am
2am
3am
4am
5am
6am
P4 P4
SEQUENCE1
Sequences
P2
0
2
0
0
0
0
0
0
P2 0
1
6
0
P4 P4
P4 P4
SEQUENCE1
Sequences
0
6
1
0 P2
4
4

0
8
0
0
2
0
P2
P8 P8
P4 P4
SEQUENCE1
Sequences
P6
0
6
1
0 P2


P6 0
5
2
0
P2

P6 P6
P4 P4
SEQUENCE1
Sequences
0
8
0
0 P4
0
6
0
0
64
17
0 3
2
0
0
4
0
P4
0
2
0
P1 P1
Sequences
SEQUENCE1
20
Driveway


SunsetRd

LibertySq
SunsetRd

Phase Sequence Diagrams
CR 541 - Morris St to Sunset Rd
22
Yield
800'
toLibertySq/
CadillacDr

MtHollyRd(CR541)
1

PO
11
1
2+6 3+7 4+7
SunsetRd PM
SunsetRd MD
AM
11


11
990'

AE
11

8

MtHollyRd(CR541)
WishingWellDr PM
11
1+5

2+6
BurlingtonOfficeDr
MD
11
2+5
4
AM
11
OR

4
AE
11

1+6
4
MtHollyRd(CR541)
SignalID:
4

3570'

Per Ex Imp



1+6
WM
11

PO
11
2+6 4 8

MtHollyRd(CR541)
FountainAve PM
11
1+5

RancocasRd MD
11
2+5
2
MtHollyRd(CR541)
SignalID:
2

AM
11
OR

3280'

AE
11


Per Ex Imp


11
WM
11

MtHollyRd(CR541)
0 PM
11
1+6
MorrisSt MD
11

PO
11
HighSt(CR541)
SignalID:
Ex Imp
11
2+6 4

AE
11


AM

Per
Per AE AM MD PM PO
Ex
11111
1+6 2+6 4+8


Imp
11111

WM
11
WM
11
WM
1
1
8

PO
11
5
MtHollyRd(CR541)
SignalID:
5

Per Ex Imp
N
NTS
P3 P3
SEQUENCE1
Sequences
0
6
0
0
0
0
2
0
P4 P4
SEQUENCE1
Sequences
0
2
5
5
0
0
0
1
6
0
P4 P4
SEQUENCE1
Sequences
0
6
0
P2
0
7
3
8
0
0
2
0
P2
P4 P4
SEQUENCE1
Sequences
0
6
1
0 P2
0
4
0
0
SEQUENCE2
0
0
2
0
P2
800'
toSunsetRd



3

OR

1+
6
BromleyBlvd MD
11
990'
8

MtHollyRd(CR541)
BurlingtonCenterMallEnt
PM
1010'
toIrickRd
Phase Sequence Diagrams
22
CR 541 - Liberty Sq/Cadillac Dr to Town Square Dr


2+6 1+6 4

PO
11
2+6 41+6
MD
11

MtHollyRd(CR541)
AM
11

AE
11

0
TownSquareDr PM
4+82+6

9
MtHollyRd(CR541)
SignalID:
9

Per Ex Imp


MtHollyRd(CR541)
BromleyBlvd PM
1
3+8
1130'

AE
11

AM
11
1

PO
11
4+7
OR
MtHollyRd(CR541)

Per Ex
SignalID:
8
Imp

PO
11
1+5 2+6
1

Per Ex Imp
11
AM
11


AE
11
ElbowLn MD
1
7
MtHollyRd(CR541)
SignalID:
7
4620'

2+5

CadillacDr PM
11

PO
11
2+6 3 4
WM
11
AM
11

AE
11
Per Ex Imp

LibertySq MD
11

MtHollyRd(CR541)
4
Yield

3+7
Yield
6
MtHollyRd(CR541)
SignalID:
6
WM
11
WM
11
WM
11
12
N
NTS
P4 P4
SEQUENCE1
Sequences
0
2
0
0
4
0
3
8
0
0
6
0
P4 P4
SEQUENCE1
Sequences
0
6
1
0 P2
4
7
3
8
0
0
2
0
P2
P4+8 P4+8
SEQUENCE1
Sequences
0
6
0
0
0
0
0
8
0
0
2
0
P4 P4
SEQUENCE1
Sequences
0
6
0
0
8
3
7
4
0
0
2
0
P4 P4
Phase Sequence Diagrams
22
CR 541 - Irick Rd to Woodlane Rd
2080'
toMtHollyBypass(CR541)
1
2+6 3+7
WoodlaneRd
11

MtHollyRd(CR541)
WoodlaneRd PM
11

PO
1
4+7
4+8
AE
11
AM
11



3+8
OR

Per Ex Imp

11
13
MtHollyRd(CR541)
SignalID:
13

2+6 4+8



MtHollyRd(CR541)
BurrsRd PM
11

PO
BurrsRd MD
11
2890'
AM
11
AE
11


4210'
12
MtHollyRd(CR541)
SignalID:
12
Per Ex Imp

2+6 3+7

4+8
3+
8
AM
11


OR
Imp

AE
11

MtHollyRd(CR541)
HancockLn PM
11

PO
11
1+6
NJTurnpike‐Exit5

MD
11
2220'
11
MtHollyRd(CR541)
SignalID:
11

Per Ex


MtHollyRd(CR541)
IrickRd PM
11

PO
11
2+6
WM
11
AM
11

AE
11


Per Ex Imp
SignalID:
1010'
10
MtHollyRd(CR541)
10
toTownSquareDr

IrickRd MD
11
4+7


3+8 4+8
WM
11
WM
11
WM
11
MD
N
NTS
P4 P4
SEQUENCE3
Sequences
0
2
0
0 P6


0
1
6
0
P6
SEQUENCE1
Sequences
P6
0
6
1
0

8
3
7
4
P6 0
5
2
0
P4 P4
P4+8 P4+8
SEQUENCE1
Sequences
P6
0
6
0
0 P2

4
0

0
8
P6 0
0
2
0
P2

P4+8 P4+8
toWoodlaneRd
2080'
14
MtHollyRd(CR541)
14

Per Ex Imp
SignalID:
AM
11


AE
11

MtHollyBypass(CR541)
MD
11


HighSt
Driveway PM
11

HighSt
SignalID:
15
11
820'


PO
11

Per Ex Imp
MountHollySq MD
11

HighSt
FairGroundPlaza

SignalID:
16
Per Ex Imp

AE
11
HighSt
AM
11
PM
11
MD
11
3
4
OR
Phase Sequence Diagrams
2+6 4+8

PO
11

HighSt
RidgleySt
LevisDr
AE
4

OR
16
700'
15
PO
11
2+6 1+6 3





1+6

1
High St - Mt Holly Bypass (CR 541) to Levis Dr/Ridgley St


3+8

1+5

2+6 3+7 4+8
2+5 4+7
22
WM
11
WM
11
WM
11
AM
11
PM
1
N
NTS
P4 P4
SEQUENCE1
Sequences
0
6
1
0 P2
0
4
0
0
0
0
2
0
P2
SEQUENCE1
Sequences
P2+6
0
6
1
0 P2+6

4
7

3
8
P2+6 0
5
2
0
P2+6

P4 P4
SEQUENCE1
Sequences
P2
0
2
5
0 P2+6

4
7

3
8
P2 0
1
6
0
P2+6

P8 P8
2050'

Per Ex Imp

toMtHollyRd
(CR541)/HighSt
WM
11
17
MtHollyBypass(CR541)
SignalID:
17
AM
11


AE
11
0 MD
11

PO
11
1+6 2+6 4

MtHollyBypass(CR541)
ParkersMillBlvd PM
11
1890'

OR


Per Ex Imp
AM
11



AE
11
RancocasRd MD
11

MtHollyBypass(CR541)
RancocasRd PM
1

PO
11
4180'

AE
11
MarneHwy MD
11
OR
MtHollyBypass(CR541)
SignalID:
19
Per Ex Imp

AM
11


MtHollyBypass(CR541)
MarneHwy PM
11

PO
11

1+5

2+6
Phase Sequence Diagrams
3+7

Mt Holly Bypass (CR 541) - Parkers Mill Blvd to Marne Hwy
3+7 4+8
1+6 3+8
4+8
3+
8



4+7
22


1+6 4+7

OR
2+5

19
1
18
MtHollyBypass(CR541)
SignalID:
18
WM
11
1+5

2+6
OR
WM
11
P4+8 P4+8
P4+8P4+8
2+5
N
NTS
AppendixB
Legend:
CTT:
CPLSD:
CPLRT:
CStopD:
CAS:
CStops:
TV:
CPUFC:
CUFCOE:
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=4)
654 192 462 122 30.7 4.5 565 268.4 17110.8
Std Dev
Before
(n=4)
55 55 0 49 2.7 1.7 565 31.4 1547.8
Average
After (n=11)
547 85 462 69 36.8 2 565 190.6 13001
Std Dev
After (n=11)
55 55 0 45 3.8 1 565 19.1 977.1
Difference -107 -107 0 -53 6.1 -2.5 565 -77.8 -4109.8
Std Dev
Difference
78 78 0 66 4.6 2 565 36.8 1830.4
%
Difference
-16% -56% 0% -43% 20.00% -55.60% 565 -29.00% -24.00%
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=4)
651 194 457 145 30.9 5.8 366 284.9 17517.8
Std Dev
Before
(n=4)
56 56 0 59 2.6 1.5 366 25.8 1365.7
Average
After (n=12)
573 116 457 104 35.1 2.7 366 219 14464.4
Std Dev
After (n=12)
47 47 0 32 3 0.8 366 17.5 1072.5
Difference -78 -78 0 -41 4.2 -3.1 366 -65.8 -3053.4
Std Dev
Difference
73 73 0 67 4 1.7 366 31.2 1736.5
%
Difference
-12% -40% 0% -28% 13.70% -53.60% 366 -23.10% -17.40%
Travel Time & Delay Report for CR 541 - AM Peak
Summarized Cumulative Actual Average Speed since beginning of Run (mph) = CTL/CTT
AMCumulativeSummaryofrunsNorthboundfromLevisDr(#16)
to Morris St (#1)
to Levis Dr (#16)
Summarized Cumulative Stopped Delay since beginning of Run (seconds). The "Stopped Delay" is counted from when the speed drops below 5 mph after
exceeding 15 mph until it exceeds 15 mph once again
Summarized Cumulative Posted Speed Limit Running Time, or Travel Time since beginning of Run if maintaining Posted Speed Limit (seconds) =
accumulation of DL/PLS since beginning of Run
Summarized Cumulative Posted Speed Limit Delay since beginning of Run (seconds)
Summarized Cumulative Travel Time since beginning of Run (seconds)
12After‐typeruns,collectedTuesday08/28/18toTuesday10/16/18,overday(s)Tue,withstartingtimesduring6:58:19AMto9:09:01AM
4Before‐typeruns,collectedWednesday05/16/18toThursday05/17/18,overday(s)Wed,Thu,withstartingtimesduring6:58:46AMto9:00:37AM
AMCumulativeSummaryofrunsSouthboundfromMorrisSt(#1)
11After‐typeruns,collectedTuesday08/28/18toTuesday10/16/18,overday(s)Tue,withstartingtimesduring7:17:44AMto8:58:01AM
4Before‐typeruns,collectedWednesday05/16/18toThursday05/17/18,overday(s)Wed,Thu,withstartingtimesduring6:51:02AMto8:13:52AM
Summarized Cumulative Carbon Monoxide Emissions using Synchro 7 formula (from unpublished Oak Ridge National Labs letter to Federal Highway
Administration) and University of Florida model for Fuel Consumption (g/hr) (= Cumulative UFFC*69.9)
Summarized Cumulative Fuel Consumption, from Penic & Upchurch model with TRANSYT7F-10 default coefficients (gal/hr) (= Cumulative
(TL/5280*(0.51242*exp(0.024609*DS)/DS) + Delay/3600*(0.0468) + Stops*(3.8424*DS^1.657 + 1.681*DS^1.48922)/1.0E5 )*TV)
Summarized Through Volume (vph)
Summarized Cumulative number of Stops in Run. A "Stop" is counted when the speed drops below 5 mph after exceeding 15 mph
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=8)
653 193 460 133 30.8 5.1 931 276.6 17314.3
Std Dev
Before
(n=8)
52 52 3 51 2.4 1.6 931 28 1368.7
Average
After (n=23)
561 102 459 87 35.9 2.3 931 205.5 13764.5
Std Dev
After (n=23)
51 52 2 42 3.4 0.9 931 23 1252.1
Difference -92 -92 0 -46 5.1 -2.8 931 -71.2 -3549.8
Std Dev
Difference
73 73 4 66 4.2 1.9 931 36.3 1855.1
%
Difference
-14% -47% 0% -35% 16.70% -54.20% 931 -25.70% -20.50%
Node
CTT DL CPLSD CPLRT CStopD CAS PLS CStops TV CPUFC CUFCOE
Average
Before
(n=5)
14 701 0 14 0 35.7 35 0 280 1.3 100.5
Std Dev
Before
(n=5)
202004.80028007.4
Average
After (n=12)
15 701 1 14 0 33.7 35 0.1 280 1.7 117.4
Std Dev
After (n=12)
404025.800.32801.456.1
Difference 10100-2.100.12800.417
Std Dev
Difference
404027.500.32801.456.6
%
Difference
9% 0% 1656% 0% N/D -5.80% 0% N/D 280 31.20% 16.90%
Average
Before
(n=5)
28 823 -2 30 0 38.1 35 0 261 2.7 201.1
Std Dev
Before
(n=5)
303004.600261012.6
Average
After (n=12)
53 823 23 30 21 25.2 35 0.5 261 5.1 363.6
Std Dev
After (n=12)
27 0 27 0 27 11.6 0 0.5 261 2.5 169.4
Difference 25 0 25 0 21 -12.9 0 0.5 261 2.4 162.6
Std Dev
Difference
28 0 28 0 27 12.5 0 0.5 261 2.5 169.9
%
Difference
90% 0% 1256% 0% N/D -33.90% 0% N/D 261 87.50% 80.90%
Average
Before
(n=5)
89 2082 19 70 26 28.9 35 0.6 864 23.2 1606.5
Std Dev
Before
(n=5)
25 0 25 0 25 8.7 0 0.5 864 8.5 574
Average
After (n=12)
132 2082 62 70 60 20 35 1.5 864 31.8 2170.3
Std Dev
After (n=12)
40 0 40 0 38 6.6 0 0.5 864 2.6 341.4
Difference 43 0 43 0 34 -8.9 0 0.9 864 8.5 563.8
Std Dev
Difference
47 0 47 0 45 10.9 0 0.8 864 8.8 667.8
%
Difference
48% 0% 224% 0% 134% -30.80% 0% 150.00% 864 36.70% 35.10%
AMSummaryofrunsNorthboundfromLevisDr(#16)
5Before‐typeruns,collectedWednesday05/16/18toThursday05/17/18,overday(s)Wed,Thu,withstartingtimesduring6:51:02AMto8:13:52AM
12After‐typeruns,collectedTuesday08/28/18toTuesday10/16/18,overday(s)Tue,withstartingtimesduring7:17:44AMto8:58:01AM
to Fair Ground Plaza (#15)
to Mt Holly Bypass (CR 541) (#14)
to Woodlane Rd (#13)
to End of Artery
23After‐typeruns,collectedTuesday08/28/18toTuesday10/16/18,overday(s)Tue,withstartingtimesduring7:11:47AMto9:17:49AM
8Before‐typeruns,collectedWednesday05/16/18toThursday05/17/18,overday(s)Wed,Thu,withstartingtimesduring6:59:48AMto8:23:27AM
AMCumulativeSummaryofallruns,eitherdirectionthroughartery
Average
Before
(n=5)
138 2890 29 110 29 33.2 50 1 1060 57.1 3584
Std Dev
Before
(n=5)
32 0 32 0 28 7.4 0 0.7 1060 18.7 981.2
Average
After (n=12)
174 2890 64 110 60 26.7 50 1.5 1060 52.5 3582.9
Std Dev
After (n=12)
40 0 40 0 38 6.5 0 0.5 1060 2.6 347.3
Difference 36 0 36 0 31 -6.5 0 0.5 1060 -4.6 -1.1
Std Dev
Difference
51 0 51 0 47 9.8 0 0.9 1060 18.8 1040.8
%
Difference
26% 0% 124% 0% 107% -19.50% 0% 50.00% 1060 -8.10% 0.00%
Average
Before
(n=5)
238 4208 71 167 61 31 50 2 767 102.6 6296.4
Std Dev
Before
(n=5)
29 0 29 0 28 3.8 0 0.7 767 18.6 901.1
Average
After (n=12)
229 4208 62 167 60 32.8 50 1.5 767 73.9 4995.5
Std Dev
After (n=12)
42 0 42 0 38 6.3 0 0.5 767 2.6 374.8
Difference -8 0 -8 0 -1 1.8 0 -0.5 767 -28.7 -1300.9
Std Dev
Difference
51 0 51 0 47 7.4 0 0.9 767 18.8 976
%
Difference
-3% 0% -11% 0% -2% 5.70% 0% -25.00% 767 -28.00% -20.70%
Average
Before
(n=5)
293 2218 96 197 73 30.3 50 2.6 1058 138.1 8396.5
Std Dev
Before
(n=5)
29 0 29 0 35 3.2 0 0.5 1058 8.5 642.9
Average
After (n=12)
264 2218 67 197 60 34.1 50 1.5 1058 89.6 6103.8
Std Dev
After (n=12)
43 0 43 0 38 5.8 0 0.5 1058 2.6 390.1
Difference -29 0 -29 0 -13 3.9 0 -1.1 1058 -48.6 -2292.7
Std Dev
Difference
52 0 52 0 52 6.6 0 0.8 1058 8.9 752
%
Difference
-10% 0% -30% 0% -18% 12.80% 0% -42.30% 1058 -35.20% -27.30%
Average
Before
(n=5)
338 1011 127 211 93 28.3 50 3.4 1078 172.3 10288.5
Std Dev
Before
(n=5)
34 0 34 0 44 3.1 0 0.9 1078 21.3 1145.3
Average
After (n=12)
280 1011 69 211 60 34.7 50 1.5 1078 96.8 6610.2
Std Dev
After (n=12)
44 0 44 0 38 5.6 0 0.5 1078 2.6 397.5
Difference -59 0 -59 0 -34 6.4 0 -1.9 1078 -75.5 -3678.3
Std Dev
Difference
56 0 56 0 58 6.4 0 1 1078 21.4 1212.4
%
Difference
-17% 0% -46% 0% -36% 22.70% 0% -55.90% 1078 -43.80% -35.80%
to Burrs Rd (#12)
to NJ Turnpike - Exit 5/Hancock Ln (#11)
to Irick Rd (#10)
to Town Square Dr (#9)
Average
Before
(n=5)
360 1132 133 227 93 28.7 50 3.4 1117 180.8 10940.6
Std Dev
Before
(n=5)
32 0 32 0 44 2.7 0 0.9 1117 21.2 1103.9
Average
After (n=12)
296 1132 70 227 60 35.4 50 1.5 1117 105.2 7185.7
Std Dev
After (n=12)
44 0 44 0 38 5.4 0 0.5 1117 2.6 406.9
Difference -64 0 -64 0 -34 6.7 0 -1.9 1117 -75.6 -3755
Std Dev
Difference
54 0 54 0 58 6.1 0 1 1117 21.4 1176.5
%
Difference
-18% 0% -48% 0% -36% 23.20% 0% -55.90% 1117 -41.80% -34.30%
Average
Before
(n=5)
374 989 134 240 93 29.3 50 3.4 1326 189.3 11524.7
Std Dev
Before
(n=5)
30 0 30 0 44 2.5 0 0.9 1326 21.2 1069.4
Average
After (n=12)
311 989 71 240 60 35.8 50 1.5 1326 113.7 7776.7
Std Dev
After (n=12)
44 0 44 0 38 5.1 0 0.5 1326 2.6 394.5
Difference -63 0 -63 0 -34 6.4 0 -1.9 1326 -75.6 -3748
Std Dev
Difference
53 0 53 0 58 5.7 0 1 1326 21.4 1139.8
%
Difference
-17% 0% -47% 0% -36% 21.90% 0% -55.90% 1326 -39.90% -32.50%
Average
Before
(n=4)
434 4620 124 310 87 32.6 45 3.3 999 216.9 13436.9
Std Dev
Before
(n=4)
30 0 30 0 49 2.3 0 1 999 23 1122.4
Average
After (n=12)
382 4620 72 310 62 37.4 45 1.8 999 152.3 10209.3
Std Dev
After (n=12)
44 0 44 0 38 4.5 0 0.6 999 13.7 647.8
Difference -52 0 -52 0 -25 4.8 0 -1.5 999 -64.6 -3227.6
Std Dev
Difference
53 0 53 0 62 5 0 1.1 999 26.8 1295.9
%
Difference
-12% 0% -42% 0% -29% 14.80% 0% -46.20% 999 -29.80% -24.00%
Average
Before
(n=4)
450 799 128 322 87 32.6 45 3.3 721 220.6 13732.3
Std Dev
Before
(n=4)
30 0 30 0 49 2.2 0 1 721 23 1122.7
Average
After (n=12)
396 799 74 322 62 37.3 45 1.8 721 156 10486.3
Std Dev
After (n=12)
43 0 43 0 38 4.2 0 0.6 721 13.7 639.7
Difference -54 0 -54 0 -25 4.7 0 -1.5 721 -64.6 -3246
Std Dev
Difference
53 0 53 0 62 4.7 0 1.1 721 26.8 1292.1
%
Difference
-12% 0% -42% 0% -29% 14.60% 0% -46.20% 721 -29.30% -23.60%
Average
Before
(n=4)
486 991 149 337 97 31.7 45 3.8 636 231.8 14432.3
Std Dev
Before
(n=4)
43 0 43 0 60 2.8 0 1.5 636 29.8 1447.7
Average
After (n=12)
413 991 76 337 62 37.4 45 1.8 636 160.2 10799.7
Std Dev
After (n=12)
43 0 43 0 38 4 0 0.6 636 13.7 638.5
Difference -73 0 -73 0 -35 5.7 0 -2 636 -71.6 -3632.6
Std Dev
Difference
61 0 61 0 71 4.9 0 1.6 636 32.8 1582.2
%
Difference
-15% 0% -49% 0% -36% 18.10% 0% -53.30% 636 -30.90% -25.20%
to Liberty Sq/Cadillac Dr (#6)
to Sunset Rd (#5)
to Office Dr/Wishing Well Dr (#4)
to Elbow Ln/Burl Center Mall Ent (#7)
to Bromley Blvd (#8)
Average
Before
(n=4)
589 3573 191 398 122 30.2 40 4.5 615 256.2 16156.2
Std Dev
Before
(n=4)
49 0 49 0 49 2.6 0 1.7 615 31.4 1501.5
Average
After (n=11)
483 3573 85 398 67 37.1 40 1.9 615 177.4 12013.2
Std Dev
After (n=11)
52 0 52 0 42 4.1 0 0.8 615 16.6 867.7
Difference -107 0 -107 0 -55 6.9 0 -2.6 615 -78.9 -4143
Std Dev
Difference
71 0 71 0 64 4.9 0 1.9 615 35.5 1734.2
%
Difference
-18% 0% -56% 0% -45% 22.70% 0% -57.60% 615 -30.80% -25.60%
Average
Before
(n=4)
654 3281 192 462 122 30.7 35 4.5 565 268.4 17110.8
Std Dev
Before
(n=4)
55 0 55 0 49 2.7 0 1.7 565 31.4 1547.8
Average
After (n=11)
547 3281 85 462 69 36.8 35 2 565 190.6 13001
Std Dev
After (n=11)
55 0 55 0 45 3.8 0 1 565 19.1 977.1
Difference -107 0 -107 0 -53 6.1 0 -2.5 565 -77.8 -4109.8
Std Dev
Difference
78 0 78 0 66 4.6 0 2 565 36.8 1830.4
%
Difference
-16% 0% -56% 0% -43% 20.00% 0% -55.60% 565 -29.00% -24.00%
Node
CTT DL CPLSD CPLRT CStopD CAS PLS CStops TV CPUFC CUFCOE
Average
Before
(n=9)
112 3281 56 56 37 22.9 40 1 762 33.2 2324.6
Std Dev
Before
(n=9)
48 0 48 0 45 7.9 0 1 762 16.8 1022.2
Average
After (n=14)
89 3281 33 56 20 26.2 40 0.7 762 28.3 1922.7
Std Dev
After (n=14)
16 0 16 0 17 5 0 0.5 762 7.8 399.8
Difference -23 0 -23 0 -17 3.4 0 -0.3 762 -4.9 -401.9
Std Dev
Difference
50 0 50 0 48 9.3 0 1.1 762 18.5 1097.6
%
Difference
-21% 0% -42% 0% -45% 14.70% 0% -28.60% 762 -14.70% -17.30%
Average
Before
(n=9)
182 3573 72 110 41 27.7 45 1.4 824 60.2 4068.5
Std Dev
Before
(n=9)
55 0 55 0 47 7.5 0 1.4 824 24.4 1340.3
Average
After (n=14)
154 3573 44 110 22 30.6 45 0.8 824 48.7 3410.2
Std Dev
After (n=14)
16 0 16 0 19 3 0 0.6 824 9.8 455.3
Difference -27 0 -27 0 -19 2.9 0 -0.7 824 -11.5 -658.3
Std Dev
Difference
57 0 57 0 51 8.1 0 1.5 824 26.3 1415.5
%
Difference
-15% 0% -38% 0% -47% 10.40% 0% -45.60% 824 -19.10% -16.20%
to Rancocas Rd/Fountain Ave (#2)
to Morris St (#1)
AMSummaryofrunsSouthboundfromMorrisSt(#1)
9Before‐typeruns,collectedWednesday05/16/18toThursday05/17/18,overday(s)Wed,Thu,withstartingtimesduring6:58:46AMto9:00:37AM
14After‐typeruns,collectedTuesday08/28/18toTuesday10/16/18,overday(s)Tue,withstartingtimesduring6:58:19AMto9:09:01AM
to Rancocas Rd/Fountain Ave (#2)
to Office Dr/Wishing Well Dr (#4)
Average
Before
(n=9)
238 991 113 125 72 23.8 45 2.4 966 87.8 5744.4
Std Dev
Before
(n=9)
60 0 60 0 52 5.8 0 1.4 966 24.5 1434.2
Average
After (n=14)
184 991 59 125 33 29.7 45 1 966 59.7 4194.5
Std Dev
After (n=14)
24 0 24 0 22 3.9 0 0.6 966 10.2 598.8
Difference -54 0 -54 0 -39 5.9 0 -1.4 966 -28.1 -1549.9
Std Dev
Difference
65 0 65 0 56 7 0 1.5 966 26.5 1554.1
%
Difference
-23% 0% -48% 0% -54% 24.60% 0% -59.10% 966 -32.00% -27.00%
Average
Before
(n=9)
252 799 114 137 72 24.7 45 2.4 1522 95.6 6308.3
Std Dev
Before
(n=9)
60 0 60 0 52 5.7 0 1.4 1522 24.5 1437.5
Average
After (n=14)
197 799 59 137 33 30.5 45 1 1522 67.4 4740
Std Dev
After (n=14)
25 0 25 0 22 3.9 0 0.6 1522 10.2 620
Difference -55 0 -55 0 -39 5.9 0 -1.4 1522 -28.1 -1568.3
Std Dev
Difference
65 0 65 0 56 6.9 0 1.5 1522 26.5 1565.5
%
Difference
-22% 0% -48% 0% -54% 23.70% 0% -59.10% 1522 -29.40% -24.90%
Average
Before
(n=9)
316 4620 116 200 75 29.4 50 2.6 1160 135.3 8855.3
Std Dev
Before
(n=9)
55 0 55 0 49 4.7 0 1.3 1160 22.7 1272.8
Average
After (n=14)
258 4620 58 200 33 35.4 50 1 1160 103.2 7107.2
Std Dev
After (n=14)
26 0 26 0 22 3.5 0 0.6 1160 10.2 630
Difference -58 0 -58 0 -41 6 0 -1.6 1160 -32.2 -1748.1
Std Dev
Difference
61 0 61 0 54 5.9 0 1.4 1160 24.9 1420.2
%
Difference
-18% 0% -50% 0% -56% 20.40% 0% -60.90% 1160 -23.80% -19.70%
Average
Before
(n=9)
345 989 132 214 87 28.8 50 3.2 1112 165.5 10380.1
Std Dev
Before
(n=9)
58 0 58 0 52 4.3 0 1.3 1112 22.6 1343.1
Average
After (n=14)
281 989 67 214 38 35.1 50 1.4 1112 122.7 8148.5
Std Dev
After (n=14)
34 0 34 0 26 4 0 0.7 1112 21.2 1167.3
Difference -65 0 -65 0 -49 6.3 0 -1.9 1112 -42.9 -2231.6
Std Dev
Difference
67 0 67 0 58 5.9 0 1.5 1112 31 1779.4
%
Difference
-19% 0% -49% 0% -56% 21.90% 0% -57.90% 1112 -25.90% -21.50%
to Elbow Ln/Burl Center Mall Ent (#7)
to Bromley Blvd (#8)
to Liberty Sq/Cadillac Dr (#6)
to Sunset Rd (#5)
Average
Before
(n=9)
366 1132 137 229 89 29.3 50 3.4 1097 181.4 11272.9
Std Dev
Before
(n=9)
59 0 59 0 53 4.3 0 1.4 1097 24.2 1394.2
Average
After (n=14)
298 1132 69 229 38 35.7 50 1.4 1097 130.9 8730.5
Std Dev
After (n=14)
35 0 35 0 26 4 0 0.7 1097 21.2 1189.1
Difference -68 0 -68 0 -50 6.4 0 -2.1 1097 -50.4 -2542.4
Std Dev
Difference
69 0 69 0 59 5.9 0 1.6 1097 32.2 1832.4
%
Difference
-19% 0% -50% 0% -57% 21.70% 0% -60.60% 1097 -27.80% -22.60%
Average
Before
(n=9)
395 1011 152 243 96 28.8 50 4.1 982 208.3 12626.1
Std Dev
Before
(n=9)
60 0 60 0 54 3.8 0 1.4 982 24.6 1411.7
Average
After (n=14)
312 1011 69 243 38 36.3 50 1.4 982 137.5 9172.6
Std Dev
After (n=14)
36 0 36 0 26 4 0 0.7 982 21.2 1196
Difference -83 0 -83 0 -58 7.4 0 -2.8 982 -70.8 -3453.4
Std Dev
Difference
69 0 69 0 60 5.5 0 1.6 982 32.5 1850.2
%
Difference
-21% 0% -54% 0% -60% 25.80% 0% -67.00% 982 -34.00% -27.40%
Average
Before
(n=9)
439 2218 166 273 99 29.3 50 4.3 654 222.5 13550.5
Std Dev
Before
(n=9)
58 0 58 0 53 3.4 0 1.4 654 26.7 1463.3
Average
After (n=14)
355 2218 82 273 45 36.1 50 1.8 654 155.9 10234.5
Std Dev
After (n=14)
33 0 33 0 26 3.4 0 0.7 654 17.6 1024.2
Difference -84 0 -84 0 -54 6.7 0 -2.5 654 -66.6 -3316
Std Dev
Difference
67 0 67 0 59 4.8 0 1.6 654 32 1786.1
%
Difference
-19% 0% -50% 0% -55% 22.90% 0% -58.80% 654 -29.90% -24.50%
Average
Before
(n=9)
497 4208 167 331 99 31.7 50 4.3 886 247.3 15214.8
Std Dev
Before
(n=9)
59 0 59 0 53 3.3 0 1.4 886 26.7 1472.5
Average
After (n=14)
411 4208 80 331 45 38.1 50 1.8 886 180.7 11865.9
Std Dev
After (n=14)
33 0 33 0 26 3.1 0 0.7 886 17.6 1013.4
Difference -86 0 -86 0 -54 6.5 0 -2.5 886 -66.6 -3348.9
Std Dev
Difference
67 0 67 0 59 4.5 0 1.6 886 32 1787.5
%
Difference
-17% 0% -52% 0% -55% 20.40% 0% -58.80% 886 -26.90% -22.00%
to Town Square Dr (#9)
to Irick Rd (#10)
to NJ Turnpike - Exit 5/Hancock Ln (#11)
to Burrs Rd (#12)
Average
Before
(n=9)
553 2890 166 387 112 32.1 35 4.6 627 264 16327.2
Std Dev
Before
(n=9)
62 0 62 0 62 3.4 0 1.5 627 26.8 1462.2
Average
After (n=14)
504 2890 118 387 95 35.1 35 2.6 627 208.5 13694.7
Std Dev
After (n=14)
42 0 42 0 35 3 0 0.6 627 17 1032.5
Difference -49 0 -49 0 -17 3 0 -2 627 -55.4 -2632.5
Std Dev
Difference
75 0 75 0 71 4.6 0 1.6 627 31.7 1790
%
Difference
-9% 0% -29% 0% -15% 9.20% 0% -43.60% 627 -21.00% -16.10%
Average
Before
(n=9)
606 2082 179 427 128 31.5 35 5 468 273.7 16987.5
Std Dev
Before
(n=9)
58 0 58 0 63 2.9 0 1.6 468 27.2 1447
Average
After (n=14)
543 2082 116 427 99 35.1 35 2.6 468 215.2 14172.5
Std Dev
After (n=14)
47 0 47 0 38 3.1 0 0.7 468 17.8 1102.8
Difference -63 0 -63 0 -29 3.7 0 -2.4 468 -58.5 -2815
Std Dev
Difference
75 0 75 0 73 4.3 0 1.7 468 32.6 1819.3
%
Difference
-10% 0% -35% 0% -22% 11.70% 0% -47.10% 468 -21.40% -16.60%
Average
Before
(n=4)
635 823 192 443 145 30.9 35 5.8 435 283.2 17375.6
Std Dev
Before
(n=4)
55 0 55 0 59 2.6 0 1.5 435 25.8 1362.9
Average
After (n=12)
560 823 117 443 104 35.1 35 2.7 435 217.3 14334.8
Std Dev
After (n=12)
46 0 46 0 32 3 0 0.8 435 17.5 1068.7
Difference -75 0 -75 0 -41 4.2 0 -3.1 435 -65.8 -3040.8
Std Dev
Difference
72 0 72 0 67 4 0 1.7 435 31.2 1732
%
Difference
-12% 0% -39% 0% -28% 13.60% 0% -53.60% 435 -23.20% -17.50%
Average
Before
(n=4)
651 701 194 457 145 30.9 35 5.8 366 284.9 17517.8
Std Dev
Before
(n=4)
56 0 56 0 59 2.6 0 1.5 366 25.8 1365.7
Average
After (n=12)
573 701 116 457 104 35.1 35 2.7 366 219 14464.4
Std Dev
After (n=12)
47 0 47 0 32 3 0 0.8 366 17.5 1072.5
Difference -78 0 -78 0 -41 4.2 0 -3.1 366 -65.8 -3053.4
Std Dev
Difference
73 0 73 0 67 4 0 1.7 366 31.2 1736.5
%
Difference
-12% 0% -40% 0% -28% 13.70% 0% -53.60% 366 -23.10% -17.40%
to Woodlane Rd (#13)
to Mt Holly Bypass (CR 541) (#14)
to Fair Ground Plaza (#15)
to Levis Dr (#16)
Legend:
CTT:
CPLSD:
CPLRT:
CStopD:
CAS:
CStops:
TV:
CPUFC:
CUFCOE:
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=8)
726 271 455 188 27.5 7.1 452 261.4 16154.2
Std Dev
Before
(n=8)
29 29 0 27 1.1 1.8 452 31.5 1203.6
Average
After (n=5)
565 110 455 85 35.9 2.8 452 183.6 12114.4
Std Dev
A
fter (n=5)
78 78 0 56 4.7 1.8 452 30.5 1743.1
Difference -161 -161 0 -103 8.3 -4.3 452 -77.7 -4039.7
Std Dev
Difference
84 84 0 62 4.8 2.5 452 43.9 2118.2
%
Difference
-22% -59% 0% -55% 30.30% -60.70% 452 -29.70% -25.00%
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=8)
645 181 464 140 31 5.3 328 214.2 13561.6
Std Dev
Before
(n=8)
22 22 0 20 1.1 1.6 328 22.3 918.7
Average
After (n=6)
556 92 464 82 36.2 2.8 328 189.5 12206
Std Dev
A
fter (n=6)
53 53 0 28 3 1.2 328 24.2 1265.9
Difference -89 -89 0 -58 5.1 -2.4 328 -24.7 -1355.6
Std Dev
Difference
58 58 0 34 3.2 2 328 32.9 1564.1
%
Difference
-14% -49% 0% -41% 16.60% -46.00% 328 -11.50% -10.00%
to Levis Dr (#16)
MDCumulativeSummaryofrunsNorthboundfromLevisDr(#16)
to Morris St (#1)
Travel Time & Delay Report for CR 541 - MD Peak
Summarized Cumulative Carbon Monoxide Emissions using Synchro 7 formula (from unpublished Oak Ridge National Labs letter to Federal Highway
Administration) and University of Florida model for Fuel Consumption (g/hr) (= Cumulative UFFC*69.9)
Summarized Cumulative Travel Time since beginning of Run (seconds)
6After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring10:59:34AMto12:51:06PM
8Before‐typeruns,collectedTuesday05/15/18toTuesday05/29/18,overday(s)Tue,withstartingtimesduring10:58:33AMto1:28:04PM
MDCumulativeSummaryofrunsSouthboundfromMorrisSt(#1)
5After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring11:09:59AMto1:05:19PM
8Before‐typeruns,collectedTuesday05/15/18toTuesday05/29/18,overday(s)Tue,withstartingtimesduring11:14:17AMto1:40:29PM
Summarized Through Volume (vph)
Summarized Cumulative number of Stops in Run. A "Stop" is counted when the speed drops below 5 mph after exceeding 15 mph
Summarized Cumulative Actual Average Speed since beginning of Run (mph) = CTL/CTT
Summarized Cumulative Stopped Delay since beginning of Run (seconds). The "Stopped Delay" is counted from when the speed drops below 5 mph after
exceeding 15 mph until it exceeds 15 mph once again
Summarized Cumulative Posted Speed Limit Running Time, or Travel Time since beginning of Run if maintaining Posted Speed Limit (seconds) =
accumulation of DL/PLS since beginning of Run
Summarized Cumulative Posted Speed Limit Delay since beginning of Run (seconds)
Summarized Cumulative Fuel Consumption, from Penic & Upchurch model with TRANSYT7F-10 default coefficients (gal/hr) (= Cumulative
(TL/5280*(0.51242*exp(0.024609*DS)/DS) + Delay/3600*(0.0468) + Stops*(3.8424*DS^1.657 + 1.681*DS^1.48922)/1.0E5 )*TV)
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=16)
686 226 460 164 29.3 6.2 780 237.8 14857.9
Std Dev
Before
(n=16)
49 53 5 34 2.1 1.9 780 35.9 1691.8
Average
After (n=11)
560 100 460 84 36 2.8 780 186.9 12164.4
Std Dev
After (n=11)
62 63 5 40 3.7 1.4 780 26 1420.9
Difference -125 -126 0 -80 6.8 -3.4 780 -50.9 -2693.5
Std Dev
Difference
79 82 7 53 4.2 2.4 780 44.3 2209.3
%
Difference
-18% -56% 0% -49% 23.10% -54.50% 780 -21.40% -18.10%
Node
CTT DL CPLSD CPLRT CStopD CAS PLS CStops TV CPUFC CUFCOE
Average
Before
(n=8)
26 701 13 14 8 22.7 35 0.4 283 3.2 207.9
Std Dev
Before
(n=8)
14 0 14 0 13 9.6 0 0.5 283 2.6 130.7
Average
After (n=6)
18 701 5 14 5 34.3 35 0.2 283 2.1 144.5
Std Dev
A
fter (n=6)
14 0 14 0 12 12 0 0.4 283 2 118.3
Difference -8 0 -8 0 -3 11.6 0 -0.2 283 -1 -63.4
Std Dev
Difference
20 0 20 0 18 15.4 0 0.7 283 3.3 176.3
%
Difference
-31% 0% -64% 0% -38% 51.30% 0% -55.60% 283 -32.80% -30.50%
Average
Before
(n=8)
57 823 27 30 17 20.3 35 0.9 401 8.9 564.5
Std Dev
Before
(n=8)
21 0 21 0 20 7 0 0.6 401 4 214
Average
After (n=6)
40 823 10 30 12 30.9 35 0.5 401 6.6 412.5
Std Dev
A
fter (n=6)
18 0 18 0 15 12.6 0 0.5 401 3.6 190.1
Difference -17 0 -17 0 -6 10.6 0 -0.4 401 -2.3 -152
Std Dev
Difference
28 0 28 0 24 14.4 0 0.8 401 5.4 286.2
%
Difference
-30% 0% -63% 0% -33% 52.10% 0% -42.90% 401 -25.30% -26.90%
Average
Before
(n=8)
147 2082 77 70 65 16.7 35 1.9 731 31.6 2201.9
Std Dev
Before
(n=8)
20 0 20 0 14 2.8 0 0.6 731 4 217.3
Average
After (n=6)
97 2082 27 70 32 29.1 35 1.2 731 24.8 1580
Std Dev
A
fter (n=6)
39 0 39 0 32 12.9 0 1 731 9.6 609
Difference -50 0 -50 0 -33 12.4 0 -0.7 731 -6.8 -621.9
Std Dev
Difference
44 0 44 0 35 13.2 0 1.2 731 10.4 646.6
%
Difference
-34% 0% -65% 0% -51% 74.30% 0% -37.80% 731 -21.40% -28.20%
to End of Artery
MDSummaryofrunsNorthboundfromLevisDr(#16)
8Before‐typeruns,collectedTuesday05/15/18toTuesday05/29/18,overday(s)Tue,withstartingtimesduring11:14:17AMto1:40:29PM
6After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring11:09:59AMto1:05:19PM
to Fair Ground Plaza (#15)
to Mt Holly Bypass (CR 541) (#14)
to Woodlane Rd (#13)
11After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring11:08:25AMto1:01:54PM
16Before‐typeruns,collectedTuesday05/15/18toTuesday05/29/18,overday(s)Tue,withstartingtimesduring11:25:06AMto1:51:36PM
MDCumulativeSummaryofallruns,eitherdirectionthroughartery
Average
Before
(n=8)
201 2890 92 110 75 22.3 50 2.4 797 59.6 3833.3
Std Dev
Before
(n=8)
27 0 27 0 19 3.5 0 0.9 797 14.5 691.5
Average
After (n=6)
139 2890 29 110 32 34.6 50 1.2 797 40.4 2642.1
Std Dev
A
fter (n=6)
42 0 42 0 32 11 0 1 797 9.6 638.7
Difference -63 0 -63 0 -43 12.2 0 -1.2 797 -19.2 -1191.2
Std Dev
Difference
50 0 50 0 37 11.5 0 1.3 797 17.4 941.3
%
Difference
-31% 0% -68% 0% -57% 54.90% 0% -50.90% 797 -32.20% -31.10%
Average
Before
(n=8)
291 4208 124 167 102 25.1 50 3.3 691 97.8 6092.3
Std Dev
Before
(n=8)
20 0 20 0 18 1.9 0 1 691 14.9 591.9
Average
After (n=6)
197 4208 30 167 32 38.6 50 1.2 691 59.7 3939.1
Std Dev
A
fter (n=6)
42 0 42 0 32 8.7 0 1 691 9.6 646
Difference -95 0 -95 0 -70 13.4 0 -2.1 691 -38.1 -2153.1
Std Dev
Difference
47 0 47 0 37 8.9 0 1.4 691 17.7 876.2
%
Difference
-32% 0% -76% 0% -69% 53.50% 0% -64.10% 691 -38.90% -35.30%
Average
Before
(n=8)
355 2218 158 197 123 24.8 50 4.3 797 134.4 8114
Std Dev
Before
(n=8)
18 0 18 0 15 1.3 0 1 797 14.8 563.1
Average
After (n=6)
236 2218 39 197 33 38.3 50 1.3 797 75.6 4972.8
Std Dev
A
fter (n=6)
44 0 44 0 34 7.1 0 1.2 797 16.6 917.4
Difference -119 0 -119 0 -90 13.5 0 -2.9 797 -58.8 -3141.2
Std Dev
Difference
47 0 47 0 38 7.2 0 1.6 797 22.3 1076.4
%
Difference
-33% 0% -75% 0% -73% 54.30% 0% -68.60% 797 -43.70% -38.70%
Average
Before
(n=8)
406 1011 194 211 148 23.4 50 5.3 771 163.7 9685.9
Std Dev
Before
(n=8)
17 0 17 0 15 1.1 0 1 771 14.8 539.5
Average
After (n=6)
263 1011 51 211 41 37.5 50 1.5 771 84.9 5589.9
Std Dev
A
fter (n=6)
60 0 60 0 50 7.5 0 1.5 771 25.6 1415.7
Difference -143 0 -143 0 -107 14.1 0 -3.8 771 -78.8 -4095.9
Std Dev
Difference
62 0 62 0 52 7.6 0 1.8 771 29.6 1515
%
Difference
-35% 0% -74% 0% -72% 60.10% 0% -71.40% 771 -48.20% -42.30%
to Burrs Rd (#12)
to NJ Turnpike - Exit 5/Hancock Ln (#11)
to Irick Rd (#10)
to Town Square Dr (#9)
Average
Before
(n=8)
425 1132 198 227 148 24.2 50 5.3 977 171.1 10226.2
Std Dev
Before
(n=8)
17 0 17 0 15 1 0 1 977 14.8 527
Average
After (n=6)
286 1132 59 227 47 37 50 1.7 977 97.3 6363.7
Std Dev
A
fter (n=6)
58 0 58 0 46 6.8 0 1.4 977 23.9 1362.9
Difference -139 0 -139 0 -102 12.8 0 -3.6 977 -73.8 -3862.4
Std Dev
Difference
60 0 60 0 48 6.8 0 1.7 977 28.1 1461.3
%
Difference
-33% 0% -70% 0% -68% 52.90% 0% -68.30% 977 -43.10% -37.80%
Average
Before
(n=8)
438 989 198 240 148 24.9 50 5.3 991 177.5 10648.9
Std Dev
Before
(n=8)
16 0 16 0 15 1 0 1 991 14.8 522.5
Average
After (n=6)
304 989 64 240 50 36.8 50 1.8 991 108.9 7040.3
Std Dev
A
fter (n=6)
56 0 56 0 44 6.3 0 1.3 991 24.1 1348
Difference -134 0 -134 0 -99 11.9 0 -3.4 991 -68.5 -3608.6
Std Dev
Difference
58 0 58 0 46 6.4 0 1.7 991 28.3 1445.7
%
Difference
-31% 0% -68% 0% -66% 47.70% 0% -65.10% 991 -38.60% -33.90%
Average
Before
(n=8)
510 4620 207 303 152 27.6 50 5.5 905 212.4 12867.9
Std Dev
Before
(n=8)
16 0 16 0 15 0.9 0 1.4 905 26.3 942.7
Average
After (n=6)
370 4620 67 303 50 38.8 50 1.8 905 136.9 8931.6
Std Dev
A
fter (n=6)
58 0 58 0 44 5.8 0 1.3 905 24.1 1368.1
Difference -140 0 -140 0 -102 11.2 0 -3.7 905 -75.6 -3936.2
Std Dev
Difference
60 0 60 0 46 5.9 0 1.9 905 35.6 1661.5
%
Difference
-28% 0% -68% 0% -67% 40.60% 0% -66.70% 905 -35.60% -30.60%
Average
Before
(n=8)
524 799 209 315 152 27.9 45 5.5 783 216.4 13162.2
Std Dev
Before
(n=8)
17 0 17 0 15 1 0 1.4 783 26.3 950.1
Average
After (n=6)
408 799 93 315 72 36.5 45 2.3 783 149.5 9769.8
Std Dev
A
fter (n=6)
67 0 67 0 52 5.1 0 1.5 783 28.7 1644.5
Difference -116 0 -116 0 -79 8.6 0 -3.2 783 -66.9 -3392.4
Std Dev
Difference
69 0 69 0 54 5.2 0 2.1 783 38.9 1899.2
%
Difference
-22% 0% -55% 0% -52% 30.70% 0% -57.60% 783 -30.90% -25.80%
Average
Before
(n=8)
566 991 235 330 168 27.1 45 6.4 557 230.8 13964.1
Std Dev
Before
(n=8)
20 0 20 0 20 1 0 1.5 557 27.6 999.8
Average
After (n=6)
428 991 98 330 72 36.4 45 2.3 557 153.2 10059.1
Std Dev
A
fter (n=6)
67 0 67 0 52 4.9 0 1.5 557 28.8 1640
Difference -138 0 -138 0 -96 9.3 0 -4 557 -77.6 -3905
Std Dev
Difference
69 0 69 0 56 5 0 2.1 557 39.8 1920.8
%
Difference
-24% 0% -59% 0% -57% 34.40% 0% -63.40% 557 -33.60% -28.00%
to Elbow Ln/Burl Center Mall Ent (#7)
to Bromley Blvd (#8)
to Liberty Sq/Cadillac Dr (#6)
to Sunset Rd (#5)
to Office Dr/Wishing Well Dr (#4)
Average
Before
(n=8)
657 3573 266 391 186 27 40 7 533 250.4 15324.9
Std Dev
Before
(n=8)
26 0 26 0 22 1 0 1.6 533 29.3 1103.4
Average
After (n=5)
503 3573 112 391 85 35.8 40 2.8 533 173.9 11370
Std Dev
A
fter (n=5)
73 0 73 0 56 4.8 0 1.8 533 30.5 1702.5
Difference -154 0 -154 0 -101 8.8 0 -4.2 533 -76.5 -3954.9
Std Dev
Difference
77 0 77 0 60 5 0 2.4 533 42.3 2028.8
%
Difference
-23% 0% -58% 0% -54% 32.60% 0% -60.00% 533 -30.50% -25.80%
Average
Before
(n=8)
726 3281 271 455 188 27.5 35 7.1 452 261.4 16154.2
Std Dev
Before
(n=8)
29 0 29 0 27 1.1 0 1.8 452 31.5 1203.6
Average
After (n=5)
565 3281 110 455 85 35.9 35 2.8 452 183.6 12114.4
Std Dev
A
fter (n=5)
78 0 78 0 56 4.7 0 1.8 452 30.5 1743.1
Difference -161 0 -161 0 -103 8.3 0 -4.3 452 -77.7 -4039.7
Std Dev
Difference
84 0 84 0 62 4.8 0 2.5 452 43.9 2118.2
%
Difference
-22% 0% -59% 0% -55% 30.30% 0% -60.70% 452 -29.70% -25.00%
Node
CTT DL CPLSD CPLRT CStopD CAS PLS CStops TV CPUFC CUFCOE
Average
Before
(n=11)
94 3281 38 56 24 25.1 40 0.7 514 19.3 1336.5
Std Dev
Before
(n=11)
20 0 20 0 20 5.7 0 0.5 514 5.3 290.4
Average
After (n=6)
81 3281 25 56 14 29.3 40 0.5 514 16.7 1167
Std Dev
A
fter (n=6)
21 0 21 0 20 7.5 0 0.5 514 6.2 339.8
Difference -12 0 -12 0 -10 4.2 0 -0.2 514 -2.6 -169.5
Std Dev
Difference
29 0 29 0 28 9.5 0 0.7 514 8.1 447
%
Difference
-13% 0% -32% 0% -41% 16.50% 0% -31.20% 514 -13.40% -12.70%
Average
Before
(n=11)
163 3573 53 110 28 29.2 45 1 554 35.4 2439.6
Std Dev
Before
(n=11)
20 0 20 0 19 4 0 0.6 554 7.3 353.5
Average
After (n=6)
145 3573 35 110 14 33.1 45 0.5 554 29.5 2120
Std Dev
A
fter (n=6)
24 0 24 0 20 5.7 0 0.5 554 6.2 369.7
Difference -18 0 -18 0 -14 3.9 0 -0.5 554 -5.9 -319.6
Std Dev
Difference
32 0 32 0 28 7 0 0.8 554 9.6 511.5
%
Difference
-11% 0% -34% 0% -51% 13.50% 0% -50.00% 554 -16.60% -13.10%
to Rancocas Ave/Fountain Ave (#2)
to Morris St (#1)
MDSummaryofrunsSouthboundfromMorrisSt(#1)
11Before‐typeruns,collectedTuesday05/15/18toTuesday05/29/18,overday(s)Tue,withstartingtimesduring10:58:33AMto1:28:04PM
6After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring10:59:34AMto12:51:06PM
to Rancocas Ave/Fountain Ave (#2)
to Office Dr/Wishing Well Dr (#4)
Average
Before
(n=11)
206 991 81 125 46 26.7 45 1.7 766 52.7 3480.9
Std Dev
Before
(n=11)
32 0 32 0 31 4.6 0 1.2 766 16.9 778.8
Average
After (n=6)
186 991 61 125 35 30.4 45 1 766 43 3019.6
Std Dev
A
fter (n=6)
42 0 42 0 27 7.7 0 0.9 766 12.7 791.5
Difference -20 0 -20 0 -11 3.6 0 -0.7 766 -9.6 -461.4
Std Dev
Difference
53 0 53 0 41 9 0 1.5 766 21.2 1110.4
%
Difference
-10% 0% -25% 0% -23% 13.60% 0% -42.10% 766 -18.30% -13.30%
Average
Before
(n=11)
220 799 83 137 46 27.4 45 1.7 1022 57.9 3874.2
Std Dev
Before
(n=11)
32 0 32 0 31 4.4 0 1.2 1022 16.9 793.6
Average
After (n=6)
207 799 70 137 43 29.5 45 1.2 1022 52 3626.9
Std Dev
A
fter (n=6)
37 0 37 0 21 6.7 0 0.8 1022 11 705.6
Difference -13 0 -13 0 -3 2.2 0 -0.6 1022 -5.9 -247.3
Std Dev
Difference
49 0 49 0 37 8 0 1.4 1022 20.2 1062
%
Difference
-6% 0% -16% 0% -7% 7.90% 0% -32.50% 1022 -10.20% -6.40%
Average
Before
(n=11)
284 4620 77 207 49 32.4 45 1.8 950 88.8 5863.6
Std Dev
Before
(n=11)
36 0 36 0 31 4.3 0 1.4 950 22.5 1061.5
Average
After (n=6)
279 4620 72 207 50 33.2 45 1.5 950 89 5931
Std Dev
A
fter (n=6)
40 0 40 0 27 5.7 0 0.8 950 14.6 831.8
Difference -5 0 -5 0 1 0.8 0 -0.3 950 0.2 67.5
Std Dev
Difference
53 0 53 0 41 7.1 0 1.6 950 26.9 1348.6
%
Difference
-2% 0% -6% 0% 2% 2.40% 0% -17.50% 950 0.20% 1.20%
Average
Before
(n=11)
324 989 103 221 71 30.5 50 2.6 893 117.4 7360.2
Std Dev
Before
(n=11)
39 0 39 0 34 3.6 0 1.2 893 17.8 913.4
Average
After (n=6)
295 989 75 221 50 33.6 50 1.5 893 94.8 6349.1
Std Dev
A
fter (n=6)
40 0 40 0 27 5.4 0 0.8 893 14.6 839.4
Difference -28 0 -28 0 -21 3.1 0 -1.1 893 -22.6 -1011.2
Std Dev
Difference
56 0 56 0 44 6.5 0 1.5 893 23 1240.5
%
Difference
-9% 0% -27% 0% -30% 10.10% 0% -43.10% 893 -19.20% -13.70%
to Liberty Sq/Cadillac Dr (#6)
to Elbow Ln/Burl Center Mall Ent (#7)
to Bromley Blvd (#8)
to Sunset Rd (#5)
Average
Before
(n=11)
343 1132 107 236 71 30.9 50 2.6 754 123.1 7784.9
Std Dev
Before
(n=11)
38 0 38 0 34 3.4 0 1.2 754 17.7 904.4
Average
After (n=6)
311 1132 75 236 50 34.3 50 1.5 754 100.5 6730.4
Std Dev
A
fter (n=6)
40 0 40 0 27 5.2 0 0.8 754 14.6 832.5
Difference -32 0 -32 0 -21 3.4 0 -1.1 754 -22.6 -1054.5
Std Dev
Difference
56 0 56 0 44 6.2 0 1.5 754 23 1229.3
%
Difference
-9% 0% -30% 0% -30% 10.90% 0% -43.10% 754 -18.40% -13.50%
Average
Before
(n=11)
373 1011 123 250 80 30.2 50 3.3 746 142.8 8798.6
Std Dev
Before
(n=11)
33 0 33 0 31 2.6 0 1.1 746 18.7 857.8
Average
After (n=6)
337 1011 87 250 61 33.6 50 1.8 746 113.2 7456.7
Std Dev
A
fter (n=6)
38 0 38 0 19 3.7 0 0.8 746 11.5 705
Difference -36 0 -36 0 -19 3.4 0 -1.4 746 -29.6 -1341.9
Std Dev
Difference
50 0 50 0 37 4.5 0 1.3 746 21.9 1110.4
%
Difference
-10% 0% -30% 0% -23% 11.20% 0% -44.00% 746 -20.70% -15.30%
Average
Before
(n=11)
412 2218 132 280 81 31 50 3.5 704 157.2 9714.6
Std Dev
Before
(n=11)
35 0 35 0 33 2.6 0 1.3 704 23.7 1077.6
Average
After (n=6)
377 2218 96 280 68 34.1 50 2.2 704 130.9 8495.1
Std Dev
A
fter (n=6)
46 0 46 0 24 3.6 0 1 704 18 1011
Difference -36 0 -36 0 -13 3.1 0 -1.3 704 -26.3 -1219.5
Std Dev
Difference
58 0 58 0 41 4.5 0 1.6 704 29.8 1477.6
%
Difference
-9% 0% -27% 0% -16% 9.90% 0% -37.30% 704 -16.70% -12.60%
Average
Before
(n=11)
471 4208 133 338 81 33.3 50 3.5 774 178.9 11171.7
Std Dev
Before
(n=11)
37 0 37 0 33 2.6 0 1.3 774 23.7 1106.3
Average
After (n=6)
431 4208 93 338 68 36.4 50 2.2 774 152.5 9907.4
Std Dev
A
fter (n=6)
44 0 44 0 24 3.3 0 1 774 18 989.8
Difference -40 0 -40 0 -13 3.1 0 -1.3 774 -26.4 -1264.3
Std Dev
Difference
57 0 57 0 41 4.2 0 1.6 774 29.8 1484.4
%
Difference
-8% 0% -30% 0% -16% 9.40% 0% -37.30% 774 -14.70% -11.30%
to Town Square Dr (#9)
to Irick Rd (#10)
to NJ Turnpike - Exit 5/Hancock Ln (#11)
to Burrs Rd (#12)
Average
Before
(n=11)
527 2890 133 394 93 33.6 35 3.6 658 195.6 12314.7
Std Dev
Before
(n=11)
47 0 47 0 41 2.9 0 1.3 658 22.9 1134.4
Average
After (n=6)
493 2890 99 394 82 35.9 35 2.8 658 179.1 11444.3
Std Dev
A
fter (n=6)
47 0 47 0 28 3 0 1.2 658 24.1 1240.9
Difference -34 0 -34 0 -11 2.3 0 -0.8 658 -16.5 -870.5
Std Dev
Difference
67 0 67 0 50 4.2 0 1.7 658 33.3 1681.3
%
Difference
-6% 0% -26% 0% -11% 6.90% 0% -22.10% 658 -8.40% -7.10%
Average
Before
(n=11)
595 2082 161 434 121 31.9 35 4.3 536 208.6 13242.1
Std Dev
Before
(n=11)
37 0 37 0 25 1.9 0 1.2 536 21.9 1028.9
Average
After (n=6)
528 2082 94 434 82 36.1 35 2.8 536 186.1 11947.3
Std Dev
A
fter (n=6)
50 0 50 0 28 3 0 1.2 536 24.2 1253.7
Difference -67 0 -67 0 -39 4.2 0 -1.4 536 -22.6 -1294.8
Std Dev
Difference
62 0 62 0 38 3.6 0 1.7 536 32.6 1621.9
%
Difference
-11% 0% -42% 0% -32% 13.00% 0% -33.70% 536 -10.80% -9.80%
Average
Before
(n=8)
614 823 163 450 128 31.8 35 4.8 361 209.8 13275.5
Std Dev
Before
(n=8)
23 0 23 0 25 1.3 0 1.5 361 22.3 924.4
Average
After (n=6)
543 823 93 450 82 36.2 35 2.8 361 188 12090
Std Dev
A
fter (n=6)
52 0 52 0 28 3.1 0 1.2 361 24.2 1261.6
Difference -71 0 -71 0 -46 4.3 0 -1.9 361 -21.8 -1185.5
Std Dev
Difference
57 0 57 0 38 3.3 0 1.9 361 32.9 1564
%
Difference
-12% 0% -43% 0% -36% 13.60% 0% -40.40% 361 -10.40% -8.90%
Average
Before
(n=8)
645 701 181 464 140 31 35 5.3 328 214.2 13561.6
Std Dev
Before
(n=8)
22 0 22 0 20 1.1 0 1.6 328 22.3 918.7
Average
After (n=6)
556 701 92 464 82 36.2 35 2.8 328 189.5 12206
Std Dev
A
fter (n=6)
53 0 53 0 28 3 0 1.2 328 24.2 1265.9
Difference -89 0 -89 0 -58 5.1 0 -2.4 328 -24.7 -1355.6
Std Dev
Difference
58 0 58 0 34 3.2 0 2 328 32.9 1564.1
%
Difference
-14% 0% -49% 0% -41% 16.60% 0% -46.00% 328 -11.50% -10.00%
to Woodlane Rd (#13)
to Mt Holly Bypass (CR 541) (#14)
to Fair Ground Plaza (#15)
to Levis Dr (#16)
Legend:
CTT:
CPLSD:
CPLRT:
CStopD:
CAS:
CStops:
TV:
CPUFC:
CUFCOE:
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=7)
768 306 462 203 26.1 7.4 627 346.6 21873.4
Std Dev
Before
(n=7)
57 57 0 72 1.9 1.6 627 45.7 2328.8
Average
After (n=5)
605 143 462 118 33.2 3.2 627 244.1 16442
Std Dev
A
fter (n=5)
57 57 0 58 3 1.3 627 24.6 1482.4
Difference -163 -163 0 -85 7.1 -4.2 627 -102.5 -5431.4
Std Dev
Difference
81 81 0 93 3.5 2.1 627 51.9 2760.5
%
Difference
-21% -53% 0% -42% 27.20% -56.90% 627 -29.60% -24.80%
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=7)
689 232 457 168 29 6.4 410 354.8 21943.5
Std Dev
Before
(n=7)
22 22 0 26 0.9 1 410 24.7 980.6
Average
After (n=5)
529 72 457 61 38.1 2.6 410 275.1 17484.1
Std Dev
A
fter (n=5)
50 50 0 32 4 0.9 410 34 1905.6
Difference -161 -161 0 -107 9.1 -3.8 410 -79.7 -4459.4
Std Dev
Difference
54 54 0 41 4.1 1.3 410 42 2143.1
%
Difference
-23% -69% 0% -64% 31.30% -59.60% 410 -22.50% -20.30%
to Levis Dr (#16)
PMCumulativeSummaryofrunsNorthboundfromLevisDr(#16)
to Morris St (#1)
Travel Time & Delay Report for CR 541 - PM Peak
Summarized Cumulative Carbon Monoxide Emissions using Synchro 7 formula (from unpublished Oak Ridge National Labs letter to Federal Highway
Administration) and University of Florida model for Fuel Consumption (g/hr) (= Cumulative UFFC*69.9)
Summarized Cumulative Travel Time since beginning of Run (seconds)
5After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring4:10:52PMto5:43:06PM
7Before‐typeruns,collectedWednesday05/16/18toTuesday05/29/18,overday(s)Tue,Wed,withstartingtimesduring3:31:18PMto5:59:47PM
PMCumulativeSummaryofrunsSouthboundfromMorrisSt(#1)
5After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring4:00:08PMto5:31:45PM
7Before‐typeruns,collectedWednesday05/16/18toTuesday05/29/18,overday(s)Tue,Wed,withstartingtimesduring3:46:21PMto5:45:41PM
Summarized Through Volume (vph)
Summarized Cumulative number of Stops in Run. A "Stop" is counted when the speed drops below 5 mph after exceeding 15 mph
Summarized Cumulative Actual Average Speed since beginning of Run (mph) = CTL/CTT
Summarized Cumulative Stopped Delay since beginning of Run (seconds). The "Stopped Delay" is counted from when the speed drops below 5 mph after
exceeding 15 mph until it exceeds 15 mph once again
Summarized Cumulative Posted Speed Limit Running Time, or Travel Time since beginning of Run if maintaining Posted Speed Limit (seconds) =
accumulation of DL/PLS since beginning of Run
Summarized Cumulative Posted Speed Limit Delay since beginning of Run (seconds)
Summarized Cumulative Fuel Consumption, from Penic & Upchurch model with TRANSYT7F-10 default coefficients (gal/hr) (= Cumulative
(TL/5280*(0.51242*exp(0.024609*DS)/DS) + Delay/3600*(0.0468) + Stops*(3.8424*DS^1.657 + 1.681*DS^1.48922)/1.0E5 )*TV)
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=14)
729 269 460 186 27.6 6.9 1037 350.7 21908.5
Std Dev
Before
(n=14)
58 57 3 55 2.1 1.4 1037 35.5 1717
Average
After (n=10)
567 107 460 90 35.7 2.9 1037 259.6 16963.1
Std Dev
After (n=10)
64 63 3 53 4.2 1.1 1037 32.4 1700.6
Difference -162 -162 0 -96 8.1 -4 1037 -91.1 -4945.4
Std Dev
Difference
87 85 4 77 4.7 1.8 1037 48.1 2416.7
%
Difference
-22% -60% 0% -52% 29.30% -58.10% 1037 -26.00% -22.60%
Node
CTT DL CPLSD CPLRT CStopD CAS PLS CStops TV CPUFC CUFCOE
Average
Before
(n=7)
23 701 9 14 7 26 35 0.4 380 4.6 272.9
Std Dev
Before
(n=7)
12 0 12 0 10 12.3 0 0.5 380 3.6 166.6
Average
After (n=5)
18 701 4 14 4 31.6 35 0.2 380 3.1 199.9
Std Dev
A
fter (n=5)
10 0 10 0 9 10.7 0 0.4 380 3 145.9
Difference -5 0 -5 0 -3 5.6 0 -0.2 380 -1.5 -73
Std Dev
Difference
16 0 16 0 13 16.3 0 0.7 380 4.6 221.5
%
Difference
-22% 0% -53% 0% -45% 21.50% 0% -53.30% 380 -33.00% -26.80%
Average
Before
(n=7)
48 823 18 30 13 24.2 35 0.7 456 9.4 586.1
Std Dev
Before
(n=7)
15 0 15 0 10 9 0 0.5 456 3.6 189.3
Average
After (n=5)
33 823 3 30 4 34.6 35 0.2 456 5.6 379.1
Std Dev
A
fter (n=5)
12 0 12 0 9 8.8 0 0.4 456 3 153.6
Difference -15 0 -15 0 -9 10.4 0 -0.5 456 -3.8 -207.1
Std Dev
Difference
19 0 19 0 14 12.6 0 0.7 456 4.7 243.8
%
Difference
-32% 0% -84% 0% -70% 42.80% 0% -72.00% 456 -40.80% -35.30%
Average
Before
(n=7)
104 2082 33 70 35 25.8 35 1.1 812 26.2 1768.3
Std Dev
Before
(n=7)
40 0 40 0 33 8.1 0 0.7 812 8.4 651.1
Average
After (n=5)
97 2082 27 70 30 26.5 35 1 812 27.7 1817.9
Std Dev
A
fter (n=5)
30 0 30 0 28 6.9 0 0.7 812 7.8 498.5
Difference -7 0 -7 0 -5 0.7 0 -0.1 812 1.5 49.6
Std Dev
Difference
50 0 50 0 43 10.7 0 1 812 11.5 820
%
Difference
-6% 0% -20% 0% -14% 2.60% 0% -12.50% 812 5.60% 2.80%
to End of Artery
PMSummaryofrunsNorthboundfromLevisDr(#16)
7Before‐typeruns,collectedWednesday05/16/18toTuesday05/29/18,overday(s)Tue,Wed,withstartingtimesduring3:46:21PMto5:45:41PM
5After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring4:00:08PMto5:31:45PM
to Fair Ground Plaza (#15)
to Mt Holly Bypass (CR 541) (#14)
to Woodlane Rd (#13)
10After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring4:08:04PMto5:51:59PM
14Before‐typeruns,collectedWednesday05/16/18toTuesday05/29/18,overday(s)Tue,Wed,withstartingtimesduring3:42:42PMto6:10:29PM
PMCumulativeSummaryofallruns,eitherdirectionthroughartery
Average
Before
(n=7)
159 2890 49 110 43 29.4 50 1.6 1056 61 3865.4
Std Dev
Before
(n=7)
43 0 43 0 39 7.1 0 0.8 1056 19.9 1080.2
Average
After (n=5)
139 2890 29 110 30 32.9 50 1 1056 48.3 3225.2
Std Dev
A
fter (n=5)
30 0 30 0 28 6.2 0 0.7 1056 7.8 501.2
Difference -20 0 -20 0 -13 3.5 0 -0.6 1056 -12.7 -640.2
Std Dev
Difference
53 0 53 0 48 9.4 0 1.1 1056 21.4 1190.8
%
Difference
-13% 0% -41% 0% -31% 11.80% 0% -36.40% 1056 -20.80% -16.60%
Average
Before
(n=7)
242 4208 75 167 57 30.8 50 2.3 853 103.9 6427
Std Dev
Before
(n=7)
43 0 43 0 43 5.1 0 0.8 853 15.7 932.1
Average
After (n=5)
221 4208 54 167 48 33.5 50 1.8 853 93.5 5853.4
Std Dev
A
fter (n=5)
32 0 32 0 31 4.6 0 0.8 853 13.5 744.3
Difference -21 0 -21 0 -9 2.6 0 -0.5 853 -10.4 -573.7
Std Dev
Difference
54 0 54 0 53 6.9 0 1.1 853 20.7 1192.8
%
Difference
-9% 0% -28% 0% -16% 8.50% 0% -21.30% 853 -10.00% -8.90%
Average
Before
(n=7)
297 2218 100 197 67 30.4 50 2.9 993 136.3 8354.9
Std Dev
Before
(n=7)
54 0 54 0 54 5 0 1.1 993 29.2 1531.9
Average
After (n=5)
256 2218 59 197 48 34.7 50 1.8 993 108.2 6902.7
Std Dev
A
fter (n=5)
31 0 31 0 31 4 0 0.8 993 13.5 729.6
Difference -40 0 -40 0 -18 4.3 0 -1.1 993 -28.2 -1452.3
Std Dev
Difference
62 0 62 0 62 6.4 0 1.4 993 32.1 1696.8
%
Difference
-14% 0% -41% 0% -28% 14.00% 0% -37.00% 993 -20.70% -17.40%
Average
Before
(n=7)
343 1011 132 211 89 28.3 50 3.7 969 168.8 10126
Std Dev
Before
(n=7)
59 0 59 0 58 4.8 0 1.3 969 35.5 1847.8
Average
After (n=5)
275 1011 64 211 48 34.8 50 1.8 969 114.7 7397.4
Std Dev
A
fter (n=5)
29 0 29 0 31 3.5 0 0.8 969 13.4 669.8
Difference -68 0 -68 0 -41 6.4 0 -1.9 969 -54.1 -2728.7
Std Dev
Difference
66 0 66 0 65 5.9 0 1.5 969 38 1965.4
%
Difference
-20% 0% -52% 0% -46% 22.70% 0% -51.50% 969 -32.00% -26.90%
to Burrs Rd (#12)
to NJ Turnpike - Exit 5/Hancock Ln (#11)
to Irick Rd (#10)
to Town Square Dr (#9)
Average
Before
(n=7)
368 1132 141 227 94 28.3 50 3.9 1144 182.6 11025.3
Std Dev
Before
(n=7)
52 0 52 0 53 3.8 0 1.1 1144 28.3 1460.7
Average
After (n=5)
291 1132 65 227 48 35.4 50 1.8 1144 123.3 7988.4
Std Dev
A
fter (n=5)
28 0 28 0 31 3.3 0 0.8 1144 13.4 648.3
Difference -76 0 -76 0 -46 7.1 0 -2.1 1144 -59.3 -3036.9
Std Dev
Difference
59 0 59 0 61 5 0 1.4 1144 31.4 1598.1
%
Difference
-21% 0% -54% 0% -49% 25.10% 0% -53.30% 1144 -32.50% -27.50%
Average
Before
(n=7)
382 989 142 240 94 29 50 3.9 1279 190.8 11579.8
Std Dev
Before
(n=7)
52 0 52 0 53 3.7 0 1.1 1279 28.3 1444.9
Average
After (n=5)
304 989 64 240 48 36.1 50 1.8 1279 131.5 8529.5
Std Dev
A
fter (n=5)
28 0 28 0 31 3.2 0 0.8 1279 13.4 637
Difference -77 0 -77 0 -46 7.1 0 -2.1 1279 -59.3 -3050.2
Std Dev
Difference
59 0 59 0 61 4.8 0 1.4 1279 31.3 1579.1
%
Difference
-20% 0% -54% 0% -49% 24.30% 0% -53.30% 1279 -31.10% -26.30%
Average
Before
(n=7)
456 4620 146 310 99 31.3 45 4.1 1325 243.5 14918.6
Std Dev
Before
(n=7)
59 0 59 0 60 3.8 0 1.5 1325 41.8 2105.2
Average
After (n=5)
368 4620 58 310 48 38.4 45 1.8 1325 172.4 11267
Std Dev
A
fter (n=5)
26 0 26 0 31 2.7 0 0.8 1325 13.3 576.3
Difference -87 0 -87 0 -51 7.1 0 -2.3 1325 -71.1 -3651.6
Std Dev
Difference
64 0 64 0 67 4.6 0 1.7 1325 43.9 2182.7
%
Difference
-19% 0% -60% 0% -51% 22.60% 0% -56.60% 1325 -29.20% -24.50%
Average
Before
(n=7)
480 799 158 322 108 31 45 4.3 1173 253.2 15653.1
Std Dev
Before
(n=7)
74 0 74 0 73 4.3 0 1.7 1173 47.9 2567.1
Average
After (n=5)
406 799 84 322 74 36.3 45 2.2 1173 188.8 12434.6
Std Dev
A
fter (n=5)
44 0 44 0 39 4.1 0 0.8 1173 14.8 1058.3
Difference -74 0 -74 0 -34 5.3 0 -2.1 1173 -64.4 -3218.5
Std Dev
Difference
86 0 86 0 83 5.9 0 1.9 1173 50.2 2776.7
%
Difference
-15% 0% -47% 0% -32% 17.20% 0% -48.70% 1173 -25.40% -20.60%
Average
Before
(n=7)
529 991 192 337 128 29.5 45 5.3 873 278.1 17070.4
Std Dev
Before
(n=7)
83 0 83 0 82 4.1 0 1.9 873 50.3 2718.6
Average
After (n=5)
423 991 86 337 74 36.6 45 2.2 873 194.6 12853.6
Std Dev
A
fter (n=5)
45 0 45 0 39 4.1 0 0.8 873 14.8 1075.2
Difference -106 0 -106 0 -55 7.1 0 -3.1 873 -83.5 -4216.8
Std Dev
Difference
94 0 94 0 91 5.8 0 2.1 873 52.4 2923.5
%
Difference
-20% 0% -55% 0% -43% 23.90% 0% -58.40% 873 -30.00% -24.70%
to Elbow Ln/Burl Center Mall Ent (#7)
to Bromley Blvd (#8)
to Liberty Sq/Cadillac Dr (#6)
to Sunset Rd (#5)
to Office Dr/Wishing Well Dr (#4)
Average
Before
(n=7)
695 3573 297 398 198 25.7 40 7.1 796 329.2 20617.8
Std Dev
Before
(n=7)
57 0 57 0 69 2.2 0 1.6 796 45.3 2302.5
Average
After (n=5)
540 3573 142 398 118 33.1 40 3.2 796 230.6 15382.5
Std Dev
A
fter (n=5)
57 0 57 0 58 3.4 0 1.3 796 24.6 1484.8
Difference -155 0 -155 0 -79 7.4 0 -3.9 796 -98.6 -5235.3
Std Dev
Difference
81 0 81 0 90 4 0 2 796 51.5 2739.7
%
Difference
-22% 0% -52% 0% -40% 29.00% 0% -55.20% 796 -30.00% -25.40%
Average
Before
(n=7)
768 3281 306 462 203 26.1 35 7.4 627 346.6 21873.4
Std Dev
Before
(n=7)
57 0 57 0 72 1.9 0 1.6 627 45.7 2328.8
Average
After (n=5)
605 3281 143 462 118 33.2 35 3.2 627 244.1 16442
Std Dev
A
fter (n=5)
57 0 57 0 58 3 0 1.3 627 24.6 1482.4
Difference -163 0 -163 0 -85 7.1 0 -4.2 627 -102.5 -5431.4
Std Dev
Difference
81 0 81 0 93 3.5 0 2.1 627 51.9 2760.5
%
Difference
-21% 0% -53% 0% -42% 27.20% 0% -56.90% 627 -29.60% -24.80%
Node
CTT DL CPLSD CPLRT CStopD CAS PLS CStops TV CPUFC CUFCOE
Average
Before
(n=10)
121 3281 65 56 44 19.2 40 1.2 735 35.3 2435.4
Std Dev
Before
(n=10)
24 0 24 0 20 3.4 0 0.4 735 6.8 439.8
Average
After (n=5)
82 3281 26 56 11 28.3 40 0.6 735 25.5 1725.3
Std Dev
A
fter (n=5)
16 0 16 0 11 5.4 0 0.5 735 8.8 424.1
Difference -39 0 -39 0 -33 9.1 0 -0.6 735 -9.8 -710.2
Std Dev
Difference
29 0 29 0 23 6.4 0 0.7 735 11.1 610.9
%
Difference
-32% 0% -60% 0% -75% 47.10% 0% -50.00% 735 -27.90% -29.20%
Average
Before
(n=10)
191 3573 81 110 47 24.7 45 1.3 720 53.6 3797.2
Std Dev
Before
(n=10)
22 0 22 0 19 2.7 0 0.5 720 7.7 437.7
Average
After (n=5)
149 3573 38 110 13 31.7 45 0.8 720 45.2 3097.5
Std Dev
A
fter (n=5)
15 0 15 0 10 3.1 0 0.4 720 7.1 333.7
Difference -43 0 -43 0 -34 7 0 -0.5 720 -8.3 -699.7
Std Dev
Difference
26 0 26 0 21 4.1 0 0.7 720 10.5 550.4
%
Difference
-22% 0% -53% 0% -72% 28.20% 0% -38.50% 720 -15.60% -18.40%
to Rancocas Rd/Fountain Ave (#2)
to Morris St (#1)
PMSummaryofrunsSouthboundfromMorrisSt(#1)
10Before‐typeruns,collectedWednesday05/16/18toTuesday05/29/18,overday(s)Tue,Wed,withstartingtimesduring3:31:18PMto5:59:47PM
5After‐typeruns,collectedTuesday08/28/18toTuesday08/28/18,overday(s)Tue,withstartingtimesduring4:10:52PMto5:43:06PM
to Rancocas Rd/Fountain Ave (#2)
to Office Dr/Wishing Well Dr (#4)
Average
Before
(n=10)
228 991 103 125 58 23.7 45 2 960 74.6 4995.1
Std Dev
Before
(n=10)
18 0 18 0 18 1.9 0 0.7 960 12.3 504.1
Average
After (n=5)
187 991 62 125 31 29.5 45 1.2 960 60.1 4118.1
Std Dev
A
fter (n=5)
34 0 34 0 26 5 0 0.4 960 9.3 717
Difference -41 0 -41 0 -27 5.8 0 -0.8 960 -14.5 -877
Std Dev
Difference
39 0 39 0 32 5.4 0 0.8 960 15.4 876.5
%
Difference
-18% 0% -40% 0% -47% 24.40% 0% -40.00% 960 -19.40% -17.60%
Average
Before
(n=10)
241 799 104 137 58 24.6 45 2 1333 81.4 5487
Std Dev
Before
(n=10)
17 0 17 0 18 1.8 0 0.7 1333 12.3 490.3
Average
After (n=5)
199 799 62 137 31 30.3 45 1.2 1333 66.9 4596.8
Std Dev
A
fter (n=5)
36 0 36 0 26 5 0 0.4 1333 9.4 739.9
Difference -42 0 -42 0 -27 5.7 0 -0.8 1333 -14.5 -890.2
Std Dev
Difference
40 0 40 0 32 5.3 0 0.8 1333 15.4 887.6
%
Difference
-17% 0% -40% 0% -47% 23.30% 0% -40.00% 1333 -17.80% -16.20%
Average
Before
(n=10)
306 4620 106 200 61 29.7 50 2.1 1630 136.7 9060.8
Std Dev
Before
(n=10)
14 0 14 0 16 1.3 0 0.7 1630 20.6 862.2
Average
After (n=5)
260 4620 60 200 31 35.4 50 1.2 1630 117.1 7902.2
Std Dev
A
fter (n=5)
36 0 36 0 26 4.7 0 0.4 1630 9.4 752.9
Difference -46 0 -46 0 -30 5.7 0 -0.9 1630 -19.6 -1158.6
Std Dev
Difference
39 0 39 0 31 4.9 0 0.9 1630 22.6 1144.6
%
Difference
-15% 0% -43% 0% -49% 19.20% 0% -42.90% 1630 -14.30% -12.80%
Average
Before
(n=10)
353 989 139 214 89 27.7 50 3 1445 186.7 11755.3
Std Dev
Before
(n=10)
19 0 19 0 23 1.5 0 0.7 1445 12.4 444.6
Average
After (n=5)
278 989 65 214 35 35.5 50 1.4 1445 135.3 8919.7
Std Dev
A
fter (n=5)
38 0 38 0 26 4.8 0 0.5 1445 19.5 1095
Difference -75 0 -75 0 -54 7.8 0 -1.6 1445 -51.3 -2835.6
Std Dev
Difference
42 0 42 0 35 5.1 0 0.9 1445 23.1 1181.9
%
Difference
-21% 0% -54% 0% -60% 28.30% 0% -53.30% 1445 -27.50% -24.10%
to Liberty Sq/Cadillac Dr (#6)
to Elbow Ln/Burl Center Mall Ent (#7)
to Bromley Blvd (#8)
to Sunset Rd (#5)
Average
Before
(n=10)
372 1132 142 229 89 28.3 50 3 1375 197 12507.8
Std Dev
Before
(n=10)
19 0 19 0 23 1.5 0 0.7 1375 12.4 434.1
Average
After (n=5)
295 1132 65 229 35 36.2 50 1.4 1375 145.7 9627.2
Std Dev
A
fter (n=5)
39 0 39 0 26 4.8 0 0.5 1375 19.5 1135.7
Difference -77 0 -77 0 -54 7.8 0 -1.6 1375 -51.4 -2880.6
Std Dev
Difference
43 0 43 0 35 5 0 0.9 1375 23.1 1215.8
%
Difference
-21% 0% -54% 0% -60% 27.60% 0% -53.30% 1375 -26.10% -23.00%
Average
Before
(n=10)
398 1011 155 243 94 28.2 50 3.5 1318 226.4 14043.2
Std Dev
Before
(n=10)
19 0 19 0 23 1.4 0 1 1318 27.4 988.3
Average
After (n=5)
320 1011 77 243 42 35.6 50 1.8 1318 170.9 11001.7
Std Dev
A
fter (n=5)
49 0 49 0 32 5.6 0 0.8 1318 36.7 1990.9
Difference -78 0 -78 0 -52 7.5 0 -1.7 1318 -55.4 -3041.6
Std Dev
Difference
52 0 52 0 39 5.8 0 1.3 1318 45.8 2222.7
%
Difference
-20% 0% -50% 0% -55% 26.50% 0% -48.60% 1318 -24.50% -21.70%
Average
Before
(n=10)
444 2218 171 273 101 28.6 50 4.2 968 261.7 15939.7
Std Dev
Before
(n=10)
16 0 16 0 21 1 0 0.8 968 21.5 659
Average
After (n=5)
362 2218 89 273 52 35.5 50 2 968 191.3 12325.5
Std Dev
A
fter (n=5)
43 0 43 0 26 4.7 0 0.7 968 32.6 1766.6
Difference -82 0 -82 0 -48 6.9 0 -2.2 968 -70.4 -3614.2
Std Dev
Difference
46 0 46 0 34 4.8 0 1.1 968 39 1885.5
%
Difference
-18% 0% -48% 0% -48% 23.90% 0% -52.40% 968 -26.90% -22.70%
Average
Before
(n=10)
502 4208 171 331 101 31.1 50 4.2 1211 295.6 18205
Std Dev
Before
(n=10)
15 0 15 0 21 1 0 0.8 1211 21.4 622.6
Average
After (n=5)
415 4208 84 331 52 37.9 50 2 1211 225.1 14497.6
Std Dev
A
fter (n=5)
43 0 43 0 26 4.3 0 0.7 1211 32.6 1785.8
Difference -87 0 -87 0 -48 6.9 0 -2.2 1211 -70.5 -3707.4
Std Dev
Difference
46 0 46 0 34 4.4 0 1.1 1211 39 1891.2
%
Difference
-17% 0% -51% 0% -48% 22.10% 0% -52.40% 1211 -23.80% -20.40%
to Town Square Dr (#9)
to Irick Rd (#10)
to NJ Turnpike - Exit 5/Hancock Ln (#11)
to Burrs Rd (#12)
Average
Before
(n=10)
550 2890 164 387 103 32 35 4.4 992 321.2 19837.3
Std Dev
Before
(n=10)
21 0 21 0 21 1.2 0 0.8 992 24.4 837.8
Average
After (n=5)
468 2890 81 387 61 37.9 35 2.6 992 263 16619.6
Std Dev
A
fter (n=5)
48 0 48 0 32 4.5 0 0.9 992 34 1893.9
Difference -83 0 -83 0 -42 6 0 -1.8 992 -58.2 -3217.7
Std Dev
Difference
53 0 53 0 38 4.6 0 1.2 992 41.9 2070.9
%
Difference
-15% 0% -51% 0% -41% 18.70% 0% -40.90% 992 -18.10% -16.20%
Average
Before
(n=10)
622 2082 194 427 133 30.5 35 5.1 579 336 20885.6
Std Dev
Before
(n=10)
30 0 30 0 38 1.5 0 1.1 579 26.3 985.6
Average
After (n=5)
501 2082 73 427 61 38.2 35 2.6 579 270.5 17144.3
Std Dev
A
fter (n=5)
50 0 50 0 32 4.3 0 0.9 579 34 1904.2
Difference -121 0 -121 0 -72 7.6 0 -2.5 579 -65.4 -3741.3
Std Dev
Difference
58 0 58 0 49 4.5 0 1.4 579 43 2144.2
%
Difference
-19% 0% -62% 0% -54% 25.00% 0% -49.00% 579 -19.50% -17.90%
Average
Before
(n=7)
664 823 221 443 161 29.4 35 6 495 349.8 21635.4
Std Dev
Before
(n=7)
26 0 26 0 29 1.2 0 1.2 495 26.3 1066.3
Average
After (n=5)
515 823 72 443 61 38.2 35 2.6 495 273.2 17339.4
Std Dev
A
fter (n=5)
50 0 50 0 32 4.2 0 0.9 495 34 1906.2
Difference -149 0 -149 0 -99 8.7 0 -3.4 495 -76.6 -4296
Std Dev
Difference
56 0 56 0 43 4.3 0 1.5 495 43 2184.1
%
Difference
-22% 0% -67% 0% -62% 29.70% 0% -56.70% 495 -21.90% -19.90%
Average
Before
(n=7)
689 701 232 457 168 29 35 6.4 410 354.8 21943.5
Std Dev
Before
(n=7)
22 0 22 0 26 0.9 0 1 410 24.7 980.6
Average
After (n=5)
529 701 72 457 61 38.1 35 2.6 410 275.1 17484.1
Std Dev
A
fter (n=5)
50 0 50 0 32 4 0 0.9 410 34 1905.6
Difference -161 0 -161 0 -107 9.1 0 -3.8 410 -79.7 -4459.4
Std Dev
Difference
54 0 54 0 41 4.1 0 1.3 410 42 2143.1
%
Difference
-23% 0% -69% 0% -64% 31.30% 0% -59.60% 410 -22.50% -20.30%
to Woodlane Rd (#13)
to Mt Holly Bypass (CR 541) (#14)
to Fair Ground Plaza (#15)
to Levis Dr (#16)
Legend:
CTT:
CPLSD:
CPLRT:
CStopD:
CAS:
CStops:
TV:
CPUFC:
CUFCOE:
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=7)
659 198 462 126 30.4 5.3 583 261.7 16482.9
Std Dev
Before
(n=7)
38 38 0 39 1.8 1.7 583 30.3 1268.3
Average
After (n=11)
532 71 462 62 37.7 2 583 187.7 12670.2
Std Dev
After (n=11)
38 38 0 36 2.7 0.9 583 17.9 986.4
Difference -127 -127 0 -63 7.3 -3.3 583 -74 -3812.7
Std Dev
Difference
54 54 0 53 3.2 1.9 583 35.2 1606.7
%
Difference
-19% -64% 0% -50% 24.10% -62.20% 583 -28.30% -23.10%
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=7)
649 192 457 141 31 4.6 320 242.1 15728.6
Std Dev
Before
(n=7)
56 56 0 53 2.9 1.3 320 18.3 1036.5
Average
After (n=11)
559 102 457 91 35.8 3.2 320 230 14624
Std Dev
After (n=11)
31 31 0 27 2.1 1.1 320 28.1 1336.4
Difference -90 -90 0 -50 4.8 -1.4 320 -12.1 -1104.6
Std Dev
Difference
64 64 0 60 3.6 1.7 320 33.6 1691.2
%
Difference
-14% -47% 0% -36% 15.60% -30.40% 320 -5.00% -7.00%
to Levis Dr (#16)
WMCumulativeSummaryofrunsNorthboundfromLevisDr(#16)
to Morris St (#1)
Travel Time & Delay Report for CR 541 - Weekend MD Peak
Summarized Cumulative Carbon Monoxide Emissions using Synchro 7 formula (from unpublished Oak Ridge National Labs letter to Federal Highway
Administration) and University of Florida model for Fuel Consumption (g/hr) (= Cumulative UFFC*69.9)
Summarized Cumulative Travel Time since beginning of Run (seconds)
11After‐typeruns,collectedSaturday08/25/18toSaturday08/25/18,overday(s)Sat,withstartingtimesduring11:03:08AMto12:58:53PM
7Before‐typeruns,collectedSaturday05/12/18toSaturday06/02/18,overday(s)Sat,withstartingtimesduring10:54:17AMto1:26:30PM
WMCumulativeSummaryofrunsSouthboundfromMorrisSt(#1)
11After‐typeruns,collectedSaturday08/25/18toSaturday08/25/18,overday(s)Sat,withstartingtimesduring11:03:21AMto12:49:28PM
7Before‐typeruns,collectedSaturday05/12/18toSaturday06/02/18,overday(s)Sat,withstartingtimesduring11:08:11AMto1:01:43PM
Summarized Through Volume (vph)
Summarized Cumulative number of Stops in Run. A "Stop" is counted when the speed drops below 5 mph after exceeding 15 mph
Summarized Cumulative Actual Average Speed since beginning of Run (mph) = CTL/CTT
Summarized Cumulative Stopped Delay since beginning of Run (seconds). The "Stopped Delay" is counted from when the speed drops below 5 mph after
exceeding 15 mph until it exceeds 15 mph once again
Summarized Cumulative Posted Speed Limit Running Time, or Travel Time since beginning of Run if maintaining Posted Speed Limit (seconds) =
accumulation of DL/PLS since beginning of Run
Summarized Cumulative Posted Speed Limit Delay since beginning of Run (seconds)
Summarized Cumulative Fuel Consumption, from Penic & Upchurch model with TRANSYT7F-10 default coefficients (gal/hr) (= Cumulative
(TL/5280*(0.51242*exp(0.024609*DS)/DS) + Delay/3600*(0.0468) + Stops*(3.8424*DS^1.657 + 1.681*DS^1.48922)/1.0E5 )*TV)
CTT CPLSD CPLRT CStopD CAS CStops TV CPUFC CUFCOE
Average
Before
(n=14)
654 195 460 133 30.7 4.9 903 251.9 16105.7
Std Dev
Before
(n=14)
46 46 3 46 2.3 1.5 903 26.1 1179.6
Average
After (n=22)
546 86 460 77 36.8 2.6 903 208.8 13647.1
Std Dev
After (n=22)
37 38 2 34 2.5 1.1 903 31.6 1521
Difference -108 -108 0 -57 6.1 -2.3 903 -43 -2458.6
Std Dev
Difference
59 59 4 57 3.4 1.9 903 41 1924.8
%
Difference
-17% -56% 0% -43% 19.80% -47.40% 903 -17.10% -15.30%
Node
CTT DL CPLSD CPLRT CStopD CAS PLS CStops TV CPUFC CUFCOE
Average
Before
(n=7)
24 701 11 14 8 24.3 35 0.4 319 3.9 234.2
Std Dev
Before
(n=7)
11 0 11 0 10 11 0 0.5 319 3 140.7
Average
After (n=11)
18 701 4 14 4 31.9 35 0.2 319 2.5 162.3
Std Dev
After (n=11)
10 0 10 0 9 10 0 0.4 319 2.3 112.6
Difference -7 0 -7 0 -4 7.6 0 -0.2 319 -1.4 -71.9
Std Dev
Difference
15 0 15 0 14 14.9 0 0.7 319 3.8 180.2
%
Difference
-27% 0% -61% 0% -52% 31.30% 0% -57.60% 319 -36.00% -30.70%
Average
Before
(n=7)
57 823 27 30 22 21.9 35 0.9 440 9.6 617.5
Std Dev
Before
(n=7)
24 0 24 0 21 10.1 0 0.7 440 4.7 280.9
Average
After (n=11)
32 823 2 30 4 35.7 35 0.2 440 4.9 333.3
Std Dev
After (n=11)
11 0 11 0 9 8.5 0 0.4 440 2.3 121.7
Difference -25 0 -25 0 -18 13.7 0 -0.7 440 -4.7 -284.2
Std Dev
Difference
27 0 27 0 23 13.2 0 0.8 440 5.2 306.2
%
Difference
-44% 0% -92% 0% -82% 62.50% 0% -78.80% 440 -49.30% -46.00%
Average
Before
(n=7)
91 2082 21 70 23 27.9 35 1 741 21.1 1357.6
Std Dev
Before
(n=7)
23 0 23 0 20 6.6 0 0.6 741 4.6 259.3
Average
After (n=11)
93 2082 22 70 28 27.7 35 1 741 25.3 1616.6
Std Dev
After (n=11)
27 0 27 0 27 6.5 0 0.6 741 6.2 389.6
Difference20205-0.2007414.2259
Std Dev
Difference
35 0 35 0 33 9.2 0 0.9 741 7.8 468.1
%
Difference
2% 0% 8% 0% 22% -0.70% 0% 0.00% 741 19.70% 19.10%
to End of Artery
WMSummaryofrunsNorthboundfromLevisDr(#16)
7Before‐typeruns,collectedSaturday05/12/18toSaturday06/02/18,overday(s)Sat,withstartingtimesduring11:08:11AMto1:01:43PM
11After‐typeruns,collectedSaturday08/25/18toSaturday08/25/18,overday(s)Sat,withstartingtimesduring11:03:21AMto12:49:28PM
to Fair Ground Plaza (#15)
to Mt Holly Bypass (CR 541) (#14)
to Woodlane Rd (#13)
22After‐typeruns,collectedSaturday08/25/18toSaturday08/25/18,overday(s)Sat,withstartingtimesduring11:11:41AMto1:08:07PM
14Before‐typeruns,collectedSaturday05/12/18toSaturday06/02/18,overday(s)Sat,withstartingtimesduring11:05:15AMto1:11:40PM
WMCumulativeSummaryofallruns,eitherdirectionthroughartery
Average
Before
(n=7)
137 2890 28 110 26 32.6 50 1.1 937 43.6 2812.5
Std Dev
Before
(n=7)
18 0 18 0 17 3.8 0 0.4 937 8.3 367.9
Average
After (n=11)
133 2890 23 110 28 34.3 50 1 937 43.5 2844
Std Dev
After (n=11)
27 0 27 0 27 5.9 0 0.6 937 6.2 392.7
Difference -5 0 -5 0 2 1.7 0 -0.1 937 0 31.5
Std Dev
Difference
33 0 33 0 32 7 0 0.7 937 10.4 538.1
%
Difference
-3% 0% -17% 0% 8% 5.40% 0% -12.50% 937 -0.10% 1.10%
Average
Before
(n=7)
217 4208 50 167 42 33.8 50 1.9 731 80.3 4973.4
Std Dev
Before
(n=7)
23 0 23 0 22 3.5 0 0.7 731 9.5 435.9
Average
After (n=11)
187 4208 19 167 28 39.7 50 1 731 64 4170.9
Std Dev
After (n=11)
27 0 27 0 27 5.1 0 0.6 731 6.3 395.6
Difference -31 0 -31 0 -13 5.9 0 -0.9 731 -16.4 -802.5
Std Dev
Difference
35 0 35 0 34 6.2 0 0.9 731 11.4 588.6
%
Difference
-14% 0% -61% 0% -32% 17.40% 0% -46.20% 731 -20.40% -16.10%
Average
Before
(n=7)
279 2218 82 197 59 31.7 50 2.7 945 119.6 7200.1
Std Dev
Before
(n=7)
25 0 25 0 27 2.7 0 0.8 945 13.7 591.2
Average
After (n=11)
220 2218 23 197 28 40.5 50 1 945 77.9 5144.8
Std Dev
After (n=11)
27 0 27 0 27 4.6 0 0.6 945 6.3 403.1
Difference -59 0 -59 0 -30 8.8 0 -1.7 945 -41.7 -2055.3
Std Dev
Difference
37 0 37 0 38 5.3 0 1 945 15.1 715.5
%
Difference
-21% 0% -72% 0% -52% 27.80% 0% -63.20% 945 -34.90% -28.50%
Average
Before
(n=7)
334 1011 123 211 87 28.6 50 3.7 869 152.6 9019.9
Std Dev
Before
(n=7)
30 0 30 0 34 2.4 0 0.8 869 13.7 643.6
Average
After (n=11)
236 1011 25 211 28 40.6 50 1 869 83.8 5560.7
Std Dev
After (n=11)
27 0 27 0 27 4.3 0 0.6 869 6.3 401.5
Difference -98 0 -98 0 -59 12 0 -2.7 869 -68.9 -3459.2
Std Dev
Difference
41 0 41 0 43 4.9 0 1 869 15.1 758.5
%
Difference
-29% 0% -80% 0% -67% 41.90% 0% -73.10% 869 -45.10% -38.40%
to Burrs Rd (#12)
to NJ Turnpike - Exit 5/Hancock Ln (#11)
to Irick Rd (#10)
to Town Square Dr (#9)
Average
Before
(n=7)
353 1132 126 227 87 29.2 50 3.7 1144 161.3 9649.8
Std Dev
Before
(n=7)
30 0 30 0 34 2.3 0 0.8 1144 13.7 644.5
Average
After (n=11)
258 1132 32 227 33 40 50 1.1 1144 95.6 6353.3
Std Dev
After (n=11)
25 0 25 0 25 3.7 0 0.5 1144 8.5 518.1
Difference -94 0 -94 0 -54 10.8 0 -2.6 1144 -65.6 -3296.5
Std Dev
Difference
39 0 39 0 43 4.3 0 0.9 1144 16.2 826.9
%
Difference
-27% 0% -75% 0% -62% 36.90% 0% -70.60% 1144 -40.70% -34.20%
Average
Before
(n=7)
366 989 126 240 87 30 50 3.7 1269 169.4 10187.4
Std Dev
Before
(n=7)
30 0 30 0 34 2.3 0 0.8 1269 13.7 644
Average
After (n=11)
272 989 32 240 33 40.4 50 1.1 1269 103.8 6904
Std Dev
After (n=11)
25 0 25 0 25 3.6 0 0.5 1269 8.5 532.2
Difference -94 0 -94 0 -54 10.4 0 -2.6 1269 -65.6 -3283.4
Std Dev
Difference
39 0 39 0 43 4.2 0 0.9 1269 16.2 835.5
%
Difference
-26% 0% -74% 0% -62% 34.70% 0% -70.60% 1269 -38.70% -32.20%
Average
Before
(n=7)
433 4620 123 310 88 32.6 45 3.9 984 204.1 12425.2
Std Dev
Before
(n=7)
34 0 34 0 36 2.4 0 1.1 984 21.1 899.1
Average
After (n=11)
341 4620 31 310 35 41.4 45 1.3 984 139.7 9205.9
Std Dev
After (n=11)
25 0 25 0 27 2.9 0 0.6 984 12.5 606.7
Difference -92 0 -92 0 -53 8.8 0 -2.6 984 -64.4 -3219.4
Std Dev
Difference
42 0 42 0 45 3.7 0 1.2 984 24.5 1084.6
%
Difference
-21% 0% -75% 0% -60% 26.90% 0% -67.00% 984 -31.60% -25.90%
Average
Before
(n=7)
447 799 125 322 88 32.8 45 3.9 930 208.9 12778.1
Std Dev
Before
(n=7)
34 0 34 0 36 2.4 0 1.1 930 21.1 905.5
Average
After (n=11)
362 799 40 322 40 40.6 45 1.4 930 146.4 9702.3
Std Dev
After (n=11)
32 0 32 0 34 3.3 0 0.7 930 16.1 889.6
Difference -86 0 -86 0 -48 7.8 0 -2.5 930 -62.5 -3075.8
Std Dev
Difference
47 0 47 0 49 4.1 0 1.3 930 26.5 1269.4
%
Difference
-19% 0% -68% 0% -55% 23.90% 0% -64.60% 930 -29.90% -24.10%
Average
Before
(n=7)
487 991 150 337 100 31.6 45 4.4 671 221.8 13581.6
Std Dev
Before
(n=7)
41 0 41 0 42 2.6 0 1.3 671 24.5 1046.5
Average
After (n=11)
381 991 44 337 40 40.4 45 1.5 671 152.1 10092.9
Std Dev
After (n=11)
32 0 32 0 34 3.1 0 0.7 671 15.8 878.7
Difference -106 0 -106 0 -59 8.8 0 -3 671 -69.6 -3488.7
Std Dev
Difference
51 0 51 0 54 4.1 0 1.4 671 29.1 1366.5
%
Difference
-22% 0% -71% 0% -59% 27.70% 0% -67.20% 671 -31.40% -25.70%
to Elbow Ln/Burl Center Mall Ent (#7)
to Bromley Blvd (#8)
to Liberty Sq/Cadillac Dr (#6)
to Sunset Rd (#5)
to Office Dr/Wishing Well Dr (#4)
Average
Before
(n=7)
588 3573 190 398 123 30.2 40 5.1 656 247.3 15389.5
Std Dev
Before
(n=7)
36 0 36 0 37 1.9 0 1.6 656 29.1 1199.4
Average
After (n=11)
471 3573 73 398 62 37.9 40 2 656 175.2 11710.4
Std Dev
After (n=11)
39 0 39 0 36 3.1 0 0.9 656 17.9 995.3
Difference -118 0 -118 0 -61 7.7 0 -3.1 656 -72.1 -3679.1
Std Dev
Difference
53 0 53 0 52 3.6 0 1.8 656 34.2 1558.6
%
Difference
-20% 0% -62% 0% -49% 25.40% 0% -61.10% 656 -29.20% -23.90%
Average
Before
(n=7)
659 3281 198 462 126 30.4 35 5.3 583 261.7 16482.9
Std Dev
Before
(n=7)
38 0 38 0 39 1.8 0 1.7 583 30.3 1268.3
Average
After (n=11)
532 3281 71 462 62 37.7 35 2 583 187.7 12670.2
Std Dev
After (n=11)
38 0 38 0 36 2.7 0 0.9 583 17.9 986.4
Difference -127 0 -127 0 -63 7.3 0 -3.3 583 -74 -3812.7
Std Dev
Difference
54 0 54 0 53 3.2 0 1.9 583 35.2 1606.7
%
Difference
-19% 0% -64% 0% -50% 24.10% 0% -62.20% 583 -28.30% -23.10%
Node
CTT DL CPLSD CPLRT CStopD CAS PLS CStops TV CPUFC CUFCOE
Average
Before
(n=10)
98 3281 43 56 25 24 40 0.9 747 30.8 2084
Std Dev
Before
(n=10)
25 0 25 0 24 5.2 0 0.6 747 9.3 543.9
Average
After (n=11)
84 3281 28 56 15 27.7 40 0.6 747 26.5 1792.8
Std Dev
After (n=11)
16 0 16 0 17 4.7 0 0.5 747 8.2 383.1
Difference -15 0 -15 0 -10 3.7 0 -0.3 747 -4.4 -291.1
Std Dev
Difference
30 0 30 0 29 7 0 0.8 747 12.4 665.3
%
Difference
-15% 0% -34% 0% -39% 15.40% 0% -29.30% 747 -14.10% -14.00%
Average
Before
(n=10)
177 3573 67 110 34 27 45 1.2 740 52.9 3666.3
Std Dev
Before
(n=10)
26 0 26 0 24 4.2 0 0.6 740 10.3 564.3
Average
After (n=11)
147 3573 37 110 18 32.3 45 0.7 740 45 3114.8
Std Dev
After (n=11)
22 0 22 0 22 4.1 0 0.6 740 10.5 524.9
Difference -29 0 -29 0 -16 5.3 0 -0.5 740 -7.8 -551.5
Std Dev
Difference
34 0 34 0 33 5.9 0 0.9 740 14.7 770.6
%
Difference
-17% 0% -44% 0% -48% 19.50% 0% -39.40% 740 -14.80% -15.00%
to Rancocas Rd/Fountain Ave (#2)
to Morris St (#1)
WMSummaryofrunsSouthboundfromMorrisSt(#1)
10Before‐typeruns,collectedSaturday05/12/18toSaturday06/02/18,overday(s)Sat,withstartingtimesduring10:54:17AMto1:26:30PM
11After‐typeruns,collectedSaturday08/25/18toSaturday08/25/18,overday(s)Sat,withstartingtimesduring11:03:08AMto12:58:53PM
to Rancocas Rd/Fountain Ave (#2)
to Office Dr/Wishing Well Dr (#4)
Average
Before
(n=10)
224 991 99 125 55 24.6 45 2 1006 77.2 5137.7
Std Dev
Before
(n=10)
32 0 32 0 28 4.7 0 0.8 1006 15 818.6
Average
After (n=11)
185 991 60 125 35 29.5 45 1.2 1006 61.8 4221.9
Std Dev
After (n=11)
25 0 25 0 24 4.1 0 0.8 1006 14 728.2
Difference -38 0 -38 0 -20 4.8 0 -0.8 1006 -15.4 -915.8
Std Dev
Difference
41 0 41 0 37 6.2 0 1.1 1006 20.5 1095.6
%
Difference
-17% 0% -39% 0% -36% 19.60% 0% -40.90% 1006 -19.90% -17.80%
Average
Before
(n=10)
238 799 100 137 55 25.4 45 2 1174 83.2 5580.5
Std Dev
Before
(n=10)
32 0 32 0 28 4.5 0 0.8 1174 15 827
Average
After (n=11)
204 799 66 137 40 29.4 45 1.3 1174 70.1 4806.9
Std Dev
After (n=11)
22 0 22 0 21 3.3 0 0.6 1174 12 637.9
Difference -34 0 -34 0 -15 3.9 0 -0.7 1174 -13 -773.6
Std Dev
Difference
39 0 39 0 35 5.6 0 1 1174 19.2 1044.4
%
Difference
-14% 0% -34% 0% -28% 15.50% 0% -36.40% 1174 -15.70% -13.90%
Average
Before
(n=10)
307 4620 107 200 61 30 50 2.2 1121 124.7 8231.4
Std Dev
Before
(n=10)
38 0 38 0 32 4.4 0 0.9 1121 20.4 1118.2
Average
After (n=11)
273 4620 73 200 45 33.6 50 1.6 1121 117.4 7654.9
Std Dev
After (n=11)
30 0 30 0 26 3.7 0 0.9 1121 24.1 1177.8
Difference -34 0 -34 0 -16 3.6 0 -0.6 1121 -7.4 -576.5
Std Dev
Difference
48 0 48 0 42 5.7 0 1.3 1121 31.6 1624
%
Difference
-11% 0% -32% 0% -27% 11.90% 0% -25.60% 1121 -5.90% -7.00%
Average
Before
(n=10)
341 989 128 214 78 28.8 50 2.8 965 149 9553.5
Std Dev
Before
(n=10)
32 0 32 0 25 3 0 0.8 965 16.6 885.1
Average
After (n=11)
296 989 82 214 50 33.2 50 1.9 965 131.8 8475.4
Std Dev
After (n=11)
27 0 27 0 25 3.1 0 0.8 965 22.3 1076.2
Difference -46 0 -46 0 -28 4.4 0 -0.9 965 -17.3 -1078.1
Std Dev
Difference
42 0 42 0 35 4.3 0 1.1 965 27.8 1393.4
%
Difference
-13% 0% -36% 0% -36% 15.40% 0% -31.80% 965 -11.60% -11.30%
to Liberty Sq/Cadillac Dr (#6)
to Elbow Ln/Burl Center Mall Ent (#7)
to Bromley Blvd (#8)
to Sunset Rd (#5)
Average
Before
(n=10)
360 1132 131 229 78 29.4 50 2.8 744 154.7 9964.1
Std Dev
Before
(n=10)
31 0 31 0 25 2.8 0 0.8 744 16.6 874.9
Average
After (n=11)
313 1132 84 229 51 33.7 50 2 744 139.5 8945.6
Std Dev
After (n=11)
26 0 26 0 24 2.8 0 0.9 744 23.5 1089.9
Difference -47 0 -47 0 -27 4.4 0 -0.8 744 -15.2 -1018.5
Std Dev
Difference
40 0 40 0 35 4 0 1.2 744 28.7 1397.6
%
Difference
-13% 0% -36% 0% -34% 14.90% 0% -28.60% 744 -9.80% -10.20%
Average
Before
(n=10)
384 1011 141 243 81 29.4 50 3 809 165.2 10611.1
Std Dev
Before
(n=10)
35 0 35 0 28 3 0 1.1 809 23.4 1159.3
Average
After (n=11)
328 1011 85 243 51 34.3 50 2 809 144.9 9312.6
Std Dev
After (n=11)
26 0 26 0 24 2.8 0 0.9 809 23.5 1097.3
Difference -56 0 -56 0 -30 4.9 0 -1 809 -20.3 -1298.5
Std Dev
Difference
44 0 44 0 37 4.1 0 1.4 809 33.1 1596.2
%
Difference
-15% 0% -40% 0% -37% 16.80% 0% -33.30% 809 -12.30% -12.20%
Average
Before
(n=10)
425 2218 151 273 84 30.1 50 3.2 763 181.2 11637.3
Std Dev
Before
(n=10)
34 0 34 0 25 2.6 0 0.9 763 21.3 1089.3
Average
After (n=11)
360 2218 87 273 54 35.5 50 2.2 763 160.4 10235.7
Std Dev
After (n=11)
28 0 28 0 25 2.9 0 1.1 763 28.1 1287.5
Difference -64 0 -64 0 -29 5.4 0 -1 763 -20.8 -1401.6
Std Dev
Difference
44 0 44 0 35 3.9 0 1.4 763 35.3 1686.5
%
Difference
-15% 0% -43% 0% -35% 17.80% 0% -31.80% 763 -11.50% -12.00%
Average
Before
(n=10)
481 4208 151 331 84 32.5 50 3.3 886 208.7 13378.6
Std Dev
Before
(n=10)
36 0 36 0 24 2.6 0 0.9 886 22.5 1130.9
Average
After (n=11)
413 4208 83 331 54 37.8 50 2.2 886 185.2 11837.6
Std Dev
After (n=11)
30 0 30 0 25 2.8 0 1.1 886 28.1 1315.3
Difference -68 0 -68 0 -30 5.3 0 -1.1 886 -23.6 -1541
Std Dev
Difference
46 0 46 0 35 3.8 0 1.4 886 36 1734.7
%
Difference
-14% 0% -45% 0% -35% 16.40% 0% -33.90% 886 -11.30% -11.50%
to Town Square Dr (#9)
to Irick Rd (#10)
to NJ Turnpike - Exit 5/Hancock Ln (#11)
to Burrs Rd (#12)
Average
Before
(n=10)
544 2890 157 387 101 32.5 35 3.7 666 230.1 14753.1
Std Dev
Before
(n=10)
43 0 43 0 33 2.6 0 1.1 666 22.7 1167.4
Average
After (n=11)
497 2890 110 387 91 35.5 35 3.2 666 219 13832.3
Std Dev
After (n=11)
30 0 30 0 27 2.3 0 1.1 666 28.1 1334.3
Difference -48 0 -48 0 -10 3 0 -0.5 666 -11.1 -920.8
Std Dev
Difference
52 0 52 0 42 3.5 0 1.5 666 36.2 1772.9
%
Difference
-9% 0% -30% 0% -10% 9.40% 0% -14.00% 666 -4.80% -6.20%
Average
Before
(n=10)
607 2082 180 427 126 31.3 35 4.2 563 242.5 15644.8
Std Dev
Before
(n=10)
42 0 42 0 38 2.4 0 1 563 21.8 1110.1
Average
After (n=11)
532 2082 104 427 91 35.7 35 3.2 563 226.4 14358.3
Std Dev
After (n=11)
31 0 31 0 27 2.1 0 1.1 563 28.1 1335.6
Difference -75 0 -75 0 -36 4.4 0 -1 563 -16.1 -1286.5
Std Dev
Difference
52 0 52 0 46 3.3 0 1.5 563 35.6 1736.7
%
Difference
-12% 0% -42% 0% -28% 14.00% 0% -24.20% 563 -6.60% -8.20%
Average
Before
(n=7)
621 823 178 443 130 31.6 35 4.1 390 238.2 15476.3
Std Dev
Before
(n=7)
48 0 48 0 44 2.7 0 1.1 390 18.6 1018.9
Average
After (n=11)
547 823 103 443 91 35.8 35 3.2 390 228.5 14514.1
Std Dev
After (n=11)
31 0 31 0 27 2.1 0 1.1 390 28.1 1335.3
Difference -74 0 -74 0 -39 4.2 0 -1 390 -9.7 -962.2
Std Dev
Difference
57 0 57 0 51 3.4 0 1.5 390 33.7 1679.6
%
Difference
-12% 0% -42% 0% -30% 13.30% 0% -23.20% 390 -4.10% -6.20%
Average
Before
(n=7)
649 701 192 457 141 31 35 4.6 320 242.1 15728.6
Std Dev
Before
(n=7)
56 0 56 0 53 2.9 0 1.3 320 18.3 1036.5
Average
After (n=11)
559 701 102 457 91 35.8 35 3.2 320 230 14624
Std Dev
After (n=11)
31 0 31 0 27 2.1 0 1.1 320 28.1 1336.4
Difference -90 0 -90 0 -50 4.8 0 -1.4 320 -12.1 -1104.6
Std Dev
Difference
64 0 64 0 60 3.6 0 1.7 320 33.6 1691.2
%
Difference
-14% 0% -47% 0% -36% 15.60% 0% -30.40% 320 -5.00% -7.00%
to Woodlane Rd (#13)
to Mt Holly Bypass (CR 541) (#14)
to Fair Ground Plaza (#15)
to Levis Dr (#16)


Average Total Travel Time & Delay CR 541: 5.6 miles
AM Peak MD Peak PM Peak Weekend MD Peak
Travel Time (s) Delay (s) Travel Time (s) Delay (s) Travel Time (s) Delay (s)
-127
Travel Time (s) Delay (s)
143 532 71
306 659 198
110
Difference -107 -161 -163
-64.1%
Southbound
Existing 651 194 645 181
% Difference -16.4% -55.7% -22.2% -59.4% -21.2%
192
Implemented 573
271 768
232 649
Northbound
Existing 654 192 726
605
-53.3% -19.3%
Implemented 547 85 565
559 102
689
Difference -78 -89 -160 -90
116 556 92 529 72
-23.2% -69.0% -13.9% -46.9%
Southbound: Morris St to Levis Dr
% Difference -12.0% -40.2% -13.8% -49.2%
Northbound Southbound Northbound Southbound
Northbound: Levis Dr to Morris St
MD Peak
Weekend MD Peak
AM Peak
PM Peak
Northbound Southbound Southbound
44
CR 541
Average Travel Time & Delay
Northbound
Existing
Implemented
Free Flow
Levis Dr
Fair Ground Plaza
Mt Holly Bypass
(CR 541)
Woodlane Rd
Burrs Rd
NJ Turnpike Exit 5/
Hancock Ln
Irick Rd
Town Square Dr
Bromley Blvd
Elbow Ln/ Burlington
Center Mall
Liberty Sq/Cadillac Dr
Sunset Rd
Office Dr/Wishing Well Dr
Rancocas Rd/
Fountain Ave
Morris St
0
100
200
300
400
500
600
700
800
Cumulative Travel Time (sec)
Levis Dr
Fair Ground Plaza
Mt Holly Bypass
(CR 541)
Woodlane Rd
Burrs Rd
NJ Turnpike Exit 5/
Hancock Ln
Irick Rd
Town Square Dr
Bromley Blvd
Elbow Ln/ Burlington
Center Mall
Liberty Sq/Cadillac Dr
Sunset Rd
Office Dr/Wishing Well Dr
Rancocas Rd/
Fountain Ave
Morris St
0
100
200
300
400
500
600
700
800
Cumulative Travel Time (sec)
Levis Dr
Fair Ground Plaza
Mt Holly Bypass
(CR 541)
Woodlane Rd
Burrs Rd
NJ Turnpike Exit 5/
Hancock Ln
Irick Rd
Town Square Dr
Bromley Blvd
Elbow Ln/ Burlington
Center Mall
Liberty Sq/Cadillac Dr
Sunset Rd
Office Dr/Wishing Well Dr
Rancocas Rd/
Fountain Ave
Morris St
0
100
200
300
400
500
600
700
800
Cumulative Travel Time (sec)
Levis Dr
Fair Ground Plaza
Mt Holly Bypass
(CR 541)
Woodlane Rd
Burrs Rd
NJ Turnpike Exit 5/
Hancock Ln
Irick Rd
Town Square Dr
Bromley Blvd
Elbow Ln/ Burlington
Center Mall
Liberty Sq/Cadillac Dr
Sunset Rd
Office Dr/Wishing Well Dr
Rancocas Rd/
Fountain Ave
Morris St
0
100
200
300
400
500
600
700
800
Cumulative Travel Time (sec)