Prepared by:
Lake Como, NJ 07719 Chester, NJ 07930
(732) 681-0760
June 19, 2019
Page 1
INTRODUCTION It is proposed to construct a 10 story building consisting of 151 residential units and 1,772 SF of retail space (The Project) on a parcel of land located on the east side of Broadway, on the northeast corner its intersection with East 12th Street in the City of Bayonne, Hudson County, New Jersey, see Figure 1, in Appendix A. It is proposed to provide access via one full movement driveway along Herrick Court. Parking will be provided via 169 parking spaces on the lower levels of the building. The property is currently developed with the City Newark Glass Company which provides access to 1 overhead door along Broadway, 4 overhead doors along East 12th Street and 1 curb cut along Herrick Street. Dynamic Traffic, LLC has been retained to prepare this study to assess the traffic impact associated with the construction of The Project on the adjacent roadway network. This study documents the methodology, analyses, findings and conclusions of our study and includes:
A detailed field inspection was conducted to obtain an inventory of existing roadway geometry, traffic control, and location and geometry of existing driveways and intersections.
Existing traffic data was collected via manual turning movement (MTM) counts during the weekday morning and evening peak periods at the adjacent intersections.
Projections of traffic to be generated by The Project were prepared utilizing trip generation data as published by the Institute of Transportation Engineers. Site traffic was then assigned to the adjacent street system based upon the anticipated directional distribution.
Capacity analyses were conducted for the Existing, No Build, and Build conditions for the study intersections and the site driveways.
The proposed site driveway was inspected for adequacy of geometric design, spacing and/or alignment to streets and driveways on the opposite side of the street, relationship to other driveways adjacent to the development, and conformance with accepted design standards.
The parking layout and supply was assessed based on accepted design standards and demand experienced at similar developments.
Traffic Impact Study Proposed Mixed-Use Building – City of Bayonne
Page 2
EXISTING CONDITIONS A review of the existing roadway conditions near the proposed site was conducted to provide the basis for assessing the traffic impact of the development. This included field investigations of the surrounding roadways and intersections, collection of traffic volume data, and extensive analyses.
Existing Roadway Conditions The following are descriptions of the roadways in the study area: Broadway is an urban minor arterial roadway under the jurisdiction of the City of Bayonne. In the vicinity of the site the speed limit is not posted and the roadway provides one travel lane in each direction with a general north south orientation. Curb and sidewalk is provided and parking is
permitted along both sides of the roadway. Broadway provides a straight horizontal alignment and a relatively flat vertical alignment. The land uses along Broadway in the vicinity of The Project are a mix of commercial and residential. 12th Street is a local roadway under the jurisdiction of the City of Bayonne. In the vicinity of the site the speed limit is not posted and the roadway provides one lane to accommodate westbound travel. Parking is allowed along both sides of the roadway. Curb and sidewalk are provided along both sides of the roadway. 12th Street provides a straight horizontal alignment and a relatively flat vertical alignment. The land uses along 12th Street in the vicinity of The Project are a mixture of commercial and residential. Herrick Court is a local roadway under the jurisdiction of the City of Bayonne. In the vicinity of the site the speed limit is not posted and the roadway provides one lane to accommodate each direction of travel. Parking is allowed along both sides of the roadway. Curb and sidewalk are provided along both sides of the roadway. Herrick Court provides a straight horizontal alignment and a relatively flat vertical alignment. The land uses along Herrick Court in the vicinity of The Project are a mixture of commercial and residential.
Existing Traffic Volumes Manual turning movement (MTM) counts were conducted on Tuesday, June 11, 2019 between 7:00 and 9:00 AM and between 4:30 and 6:30 PM, at the intersection of Broadway with 12th Street and 12th Street with Herrick Court. Review of the collected traffic data reveals that the weekday morning peak street hour (PSH) occurs from 8:00–9:00 AM, the weekday evening PSH occurs from 5:00–6:00 PM. Figure 2, located in Appendix A, shows the existing peak hour traffic volumes at the study intersections. In addition to the vehicular manual turning movements, pedestrian crossing volumes were also counted during each of the peak periods.
Existing Capacity Analysis
The methodology utilized in the capacity analyses is based on the Highway Capacity Manual, published
by the Transportation Research Board. In general, the term Level of Service (LOS) is used to provide a “qualitative” evaluation of capacity based upon certain “quantitative” calculations related to empirical values, such as traffic volume and intersection control.
Traffic Impact Study Proposed Mixed-Use Building – City of Bayonne
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At the signalized intersections, factors that affect the various approach capacities include width of approach, number of lanes, signal “green time”, turning percentages, truck volumes, etc. However, delays cannot be related to capacity in a simple one-to-one fashion. For example, it is possible to have delays in the Level of Service “F” range without exceeding roadway capacity. Substantial delays can exist without exceeding capacity if one or more of the following conditions exist: long signal cycle lengths; a particular traffic movement experiences a long red time; or progressive movement for a particular lane group is poor. Table I describes the Level of Service ranges for signalized intersections.
Table I
A 0.0 to 10.0
B 10.1 to 20.0
C 20.1 to 35.0
D 35.1 to 55.0
E 55.1 to 80.0
F greater than 80.0
When analyzing an unsignalized intersection, it is assumed that both the major street through and right turn movements are unimpeded and have the right-of-way over all side street traffic and left turns from the major street. All other turning movements in the intersection cross, merge with, or are otherwise impeded by major street movements. Traffic delays at unsignalized intersections are determined by sequentially processing these impeded movements. Table II describes the Level of Service ranges for unsignalized (stop controlled) intersections.
Table II
All capacity analyses were performed utilizing the Synchro software package. Table III summarizes the existing Levels of Service and delay.
Traffic Impact Study Proposed Mixed-Use Building – City of Bayonne
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Table III
NB LTR A(8) A(9)
SB LTR A(6) A(6)
WB LR B(18) B(20)
WB LTR B(17) C(20)
Overall A(8) A(8)
12th Street & Herrick Court SB R a(9) a(9) A (#) - Signalized Intersection Level of Service (seconds of delay per vehicle)
a (#) - Unsignalized Intersection Level of Service (seconds of delay per vehicle)
The following are discussions pertaining to each of the existing intersections analyzed. All capacity analysis calculation worksheets are contained in Appendix C.
Broadway and 12th Street/Quick Chek Driveway Broadway intersects 12th Street and the Quick Chek driveway to form a five leg signalized intersection with the 12th Street approaches being offset. The intersection is controlled by a two-phase traffic signal. The northbound and southbound approaches of Broadway provide one shared left turn/through/right turn lane. The westbound approach of 12th Street provides a shared left turn/right turn lane. The westbound approach of the Quick Chek driveway provides a shared left turn/through/right turn lane. A review of the existing analysis reveals that the intersection operates at overall Level of Service “A” during the analyzed peak periods. See Table III for the individual movement Levels of Service and delays.
12th Street and Herrick Court Herrick Court intersects 12th Street to form a T-intersection stop controlled on the Herrick Court approach. The southbound approach of Herrick Court provide one dedicated right turn lane. The westbound approach of 12th Street provides a shared through/right turn lane. A review of the existing analysis reveals that the intersection operates at Level of Service “a” during the analyzed peak periods. See Table III for the individual movement Levels of Service and delays.
Traffic Impact Study Proposed Mixed-Use Building – City of Bayonne
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FUTURE CONDITIONS Traffic volumes and operational analyses were developed for both the Future No Build and Build conditions. The No Build conditions provide a baseline for assessing the impact of site development traffic on the roadway system. The process of developing the No Build and Build traffic volumes and the subsequent analyses is outlined below. Regardless of whether the subject site is developed or not, traffic volumes on the surrounding roadways are expected to increase as a result of developments throughout the region. A growth rate for roadways within the study area was obtained from the NJDOT Annual Background Growth Rate Table, which indicates a growth rate of 2% per year. Additionally, it should be noted that there are numerous developments in the vicinity of the site that have been approved but not yet constructed that are identified as a potential significant traffic generators, shown below. It was assumed that the background growth rate was adequate to account for the traffic associated with all developments not listed hereafter.
A mixed-use development consisting of 170 residential units and 3,890 SF of retail space located at 26 North Street, has been approved. Projections of the associated traffic volumes were gathered from the Traffic Impact Study, dated April 30, 2015 prepared by this firm.
A development consisting of 40 residential units located at 39-43 West 25th Street, has been approved. Projections of the associated traffic volumes were gathered from the Traffic Impact
Study, dated November 14, 2018 prepared by this firm.
The reconstruction of a McDonalds’s restaurant located in the southwest quadrant of the
intersection of Broadway with West 25th Street, has been approved. Projections of the associated traffic volumes were gathered from the Traffic Impact Study, last revised November
3, 2017 prepared by this firm.
A mixed-use development consisting of 72 residential units and 7,676 SF of retail space located at 477 and 479-481 Broadway, has been approved. Projections of the associated traffic volumes were gathered from the Traffic Impact Study, dated May 25, 2017 prepared by this
firm. Future No Build Traffic Volumes which are shown on Figure 3, were developed by applying the background growth rate identified above for two (2) years to the study area roadways Existing Traffic Volumes and adding the adjacent development traffic volumes.
Traffic Generation Projections of future traffic volumes for the proposed project were developed utilizing data as published in the Institute of Transportation Engineers (ITE) publication Trip Generation Manual, 10th
Edition for Land Use Code (LUC) 231 – Mid-Rise Residential with 1st-Floor Commercial. Table IV
summarizes the projected vehicular trips generated by the proposed development utilizing the ITE data.
Traffic Impact Study Proposed Mixed-Use Building – City of Bayonne
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Table IV
Trip Generation
151 Residential Units with 1st Floor Commercial
13 32 45 38 16 54
It should be noted that The Project is located in close proximity to various forms of mass transit including NJ Transit bus stops located along Broadway and Avenue C which provide access to numerous bus lines and the 8th Street Light Rail station (0.3 miles). As a result, both the commercial and residential portions of the development can be expected to generate a significant amount of pedestrian traffic utilizing the various means of public transportation as an alternative to driving. This will reduce the overall vehicular trip generation of The Project. Based on data published by the US Census Bureau, 25% of Bayonne residents utilize mass transit and 7% walk as a means of commuting. Given the accessibility of various forms of mass transit, patrons and tenants of The Project are expected to have similar characteristics. However, in order to perform a more conservative analysis no credit was taken for the likely utilization of mass transportation for daily means of commutation. Both The New Jersey Department of Transportation (NJDOT) and ITE define a “significant” increase in traffic as an additional 100 or more peak hour trips. As shown in Table IV, the proposed development will generate approximately 50% of this threshold therefore it can be deemed “insignificant”. The existing use of the site has trip generation potential, but in order to perform a more conservative analysis no credit was taken for the existing use and all trip generation was considered an increase over vacant land. Located in Appendix A, Figure 4 illustrates the vehicular Site Generated Volumes assigned to the
study area network. The site generated vehicular volumes were added to the Future No Build traffic volumes to generate the Future Build Traffic Volumes, which are shown in Figure 5.
Future Capacity Analysis Operational conditions at the study intersections were analyzed under the No Build and Build conditions and are summarized in Table V below.
Traffic Impact Study Proposed Mixed-Use Building – City of Bayonne
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Table V
NB LTR A(8) A(8) A(9) A(9)
SB LTR A(6) A(7) A(6) A(7)
WB LR B(18) B(18) C(20) C(22)
WB LTR B(17) B(17) C(20) C(20)
Overall A(8) A(8) A(8) A(9)
12th Street & Herrick Court SB R a(9) a(9) a(9) a(9)
Herrick Court & Site Driveway EB LR - a(9) - a(9)
NB LT - a(6) - a(6) A (#) - Signalized Intersection Level of Service (seconds of delay per vehicle)
a (#) - Unsignalized Intersection Level of Service (seconds of delay per vehicle)
Broadway and 12th Street/Quick Chek Driveway
With the addition of the site traffic the intersection will continue to operate at overall Level of Service “A” during the analyzed peak hours, maintaining the No Build Levels of Service. See Table V for the individual movement Levels of Service and delays.
12th Street and Herrick Court
With the addition of the site traffic the intersection will continue to operate at Level of Service “a” during the analyzed peak hours, maintaining the No Build Levels of Service. See Table V for the
individual movement Levels of Service and delays.
Herrick Court and Site Driveway
The site driveway is proposed to intersect Herrick Court to form an unsignalized T-intersection with the eastbound approach of the site driveway under stop control. The northbound and southbound approaches of Herrick Court will provide a shared left turn/through lane and a shared through/right turn lane respectively. As designed, the individual intersection movements will operate at Level of Service “a” during the analyzed peak hours. See Table V for the individual movement Levels of Service and delays.
Traffic Impact Study Proposed Mixed-Use Building – City of Bayonne
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SITE PLAN
Site Access and Circulation The site plan was reviewed with respect to the site access and on-site circulation design. As noted previously, access to The Project will be provided via one full movement driveway along Herrick Court. The site will provide one 20-foot wide driveway which is in compliance with City requirements for driveways for both number of driveways and width. The proposed redevelopment will reduce the total number of curb cuts to the subject property from 6 to 1 which will improve the operational conditions of the adjacent roadways by limiting the number of access points.
Parking
The City of Bayonne sets forth a parking requirement of 1.0 parking space per unit for residential uses and 0.0 parking spaces for the first 3,000 SF of retail space within the Newark Glass Site Redevelopment Regulations. With 151 units and 1,772 SF of retail space proposed this equates to a parking requirement of 151 spaces. Further, the Residential Site Improvement Standards (RSIS) require 0.8 spaces per 1-bedroom/studio unit and 1.3 spaces per 2-bedroom unit for high-rise residential developments. Based on the 103 1-bedroom/studio units and 48 2-bedroom units, this translates to a parking requirement of 145 spaces. The site as proposed provides 169 parking spaces inclusive of 18 tandem spaces and as such is compliant with the City and RSIS requirements. Parking will be accessed via 22’ wide two-way circulation aisles which is in compliance with City requirements.
Traffic Impact Study Proposed Mixed-Use Building – City of Bayonne
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FINDINGS & CONCLUSIONS
Findings Based upon the detailed analyses as documented herein, the following findings are noted: The proposed 151 residential units and 1,772 SF of retail space will generate a maximum of 13
entering and 32 exiting trips during the morning peak hour, and 38 entering and 16 exiting trips during the evening peak hour.
Access to the site will be provided via one full movement driveway along Herrick Court. With the addition of the site generated traffic, the overall intersection of Broadway with 12th Street
and the Quick Chek driveway will continue to operate at overall Level of Service “A” during the AM and PM peak hours, maintaining the No Build Levels of Service.
With the addition of the site generated traffic, the intersection of 12th Street with Herrick Court
will continue to operate at overall Level of Service “a” during the AM and PM peak hours, maintaining the No Build Levels of Service
As proposed, the individual intersection movements of Herrick Court and the proposed site
driveway will operate at Level of Service “a” during the AM and PM peak hours. As proposed, The Project’s site driveway and internal circulation have been designed to provide
for safe and efficient movement of automobiles and are in compliance with City requirements.
The proposed parking supply and design is sufficient to support the projected demand and is in compliance with City and RSIS requirements.
Conclusions
Based upon our Traffic Impact Study as detailed in the body of this report, it is the professional opinion of Dynamic Traffic, LLC that the adjacent street system of the City of Bayonne will not experience any significant degradation in operating conditions with the construction of The Project. The site driveway is located to provide safe and efficient access to the adjacent roadway system. The site plan as proposed provides for good circulation throughout the site and provides adequate parking to accommodate The Project’s needs.
Appendix A
QuickChek Driveway
5 (3)
1 (2)
(5 9 )
(2 1 0 )
Figure 3
1 1
QuickChek Driveway
5 (3)
1 (2)
(6 1 )
(2 4 4 )
(1 2 )
2 4
QuickChek Driveway
5 (3)
1 (2)
(6 3 )
(2 4 4 )
Appendix B
Traffic Counts
File Name : Broadway & 12th St - AM Site Code : 00000000 Start Date : 6/11/2019 Page No : 1
E/W: 12th St/Quick Check Driveways N/S: Broadway Town/County: Bayonne/Hudson Job #: 3092-99-001TE
Groups Printed- Cars - Trucks (SU) - Trucks (TT) 12th St
Eastbound 12th St
Westbound Broadway
Northbound Broadway
Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total
07:00 AM 0 0 0 5 5 2 0 5 4 11 1 17 0 1 19 0 20 8 1 29 64 07:15 AM 0 0 0 6 6 4 0 1 5 10 0 15 0 0 15 0 28 3 2 33 64 07:30 AM 0 0 0 2 2 4 0 3 11 18 0 21 0 1 22 0 17 5 2 24 66 07:45 AM 0 0 0 6 6 7 0 2 6 15 0 21 0 7 28 0 27 7 1 35 84
Total 0 0 0 19 19 17 0 11 26 54 1 74 0 9 84 0 92 23 6 121 278
08:00 AM 0 0 0 6 6 13 0 3 12 28 0 33 0 2 35 0 33 11 1 45 114 08:15 AM 0 0 0 5 5 11 0 6 11 28 0 32 0 0 32 0 44 12 2 58 123 08:30 AM 0 0 0 3 3 6 0 4 6 16 0 37 0 2 39 0 37 9 0 46 104 08:45 AM 0 0 0 4 4 6 0 5 9 20 0 47 0 1 48 0 47 0 4 51 123
Total 0 0 0 18 18 36 0 18 38 92 0 149 0 5 154 0 161 32 7 200 464
Grand Total 0 0 0 37 37 53 0 29 64 146 1 223 0 14 238 0 253 55 13 321 742 Apprch % 0 0 0 100 36.3 0 19.9 43.8 0.4 93.7 0 5.9 0 78.8 17.1 4
Total % 0 0 0 5 5 7.1 0 3.9 8.6 19.7 0.1 30.1 0 1.9 32.1 0 34.1 7.4 1.8 43.3 Cars 0 0 0 37 37 52 0 24 64 140 1 205 0 14 220 0 240 54 13 307 704
% Cars 0 0 0 100 100 98.1 0 82.8 100 95.9 100 91.9 0 100 92.4 0 94.9 98.2 100 95.6 94.9 Trucks (SU)
% Trucks (SU) 0 0 0 0 0 1.9 0 17.2 0 4.1 0 8.1 0 0 7.6 0 5.1 1.8 0 4.4 5.1 Trucks (TT)
% Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Dynamic Traffic, LLC 1904 Main Street, Lake Como, NJ 07719
245 Main Street - Suite #110, Chester, NJ 07930 732-681-0760
File Name : Broadway & 12th St - AM Site Code : 00000000 Start Date : 6/11/2019 Page No : 2
12th St Eastbound
12th St Westbound
Broadway Northbound
Broadway Southbound
Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 6 6 13 0 3 12 28 0 33 0 2 35 0 33 11 1 45 114 08:15 AM 0 0 0 5 5 11 0 6 11 28 0 32 0 0 32 0 44 12 2 58 123 08:30 AM 0 0 0 3 3 6 0 4 6 16 0 37 0 2 39 0 37 9 0 46 104 08:45 AM 0 0 0 4 4 6 0 5 9 20 0 47 0 1 48 0 47 0 4 51 123 Total Volume 0 0 0 18 18 36 0 18 38 92 0 149 0 5 154 0 161 32 7 200 464 % App. Total 0 0 0 100 39.1 0 19.6 41.3 0 96.8 0 3.2 0 80.5 16 3.5
PHF .000 .000 .000 .750 .750 .692 .000 .750 .792 .821 .000 .793 .000 .625 .802 .000 .856 .667 .438 .862 .943 Cars 0 0 0 18 18 35 0 14 38 87 0 138 0 5 143 0 151 32 7 190 438
% Cars 0 0 0 100 100 97.2 0 77.8 100 94.6 0 92.6 0 100 92.9 0 93.8 100 100 95.0 94.4 Trucks (SU)
% Trucks (SU) 0 0 0 0 0 2.8 0 22.2 0 5.4 0 7.4 0 0 7.1 0 6.2 0 0 5.0 5.6 Trucks (TT)
% Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Dynamic Traffic, LLC 1904 Main Street, Lake Como, NJ 07719
245 Main Street - Suite #110, Chester, NJ 07930 732-681-0760
File Name : Broadway & 12th St - PM Site Code : 00000000 Start Date : 6/11/2019 Page No : 1
E/W: 12th St/Quick Check Driveways N/S: Broadway Town/County: Bayonne/Hudson Job #: 3092-99-001TE
Groups Printed- Cars - Trucks (SU) - Trucks (TT) 12th St
Eastbound 12th St
Westbound Broadway
Northbound Broadway
Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total
04:30 PM 1 3 2 11 17 14 0 5 11 30 4 27 4 8 43 7 49 8 3 67 157 04:45 PM 1 1 3 8 13 12 0 1 7 20 2 32 6 12 52 1 46 7 0 54 139
Total 2 4 5 19 30 26 0 6 18 50 6 59 10 20 95 8 95 15 3 121 296
05:00 PM 0 2 0 9 11 13 1 8 16 38 6 37 2 5 50 3 48 8 2 61 160 05:15 PM 1 0 1 14 16 14 1 3 6 24 4 43 2 3 52 5 59 14 2 80 172 05:30 PM 1 0 1 16 18 9 1 3 11 24 6 48 3 3 60 2 37 17 2 58 160 05:45 PM 3 0 1 15 19 15 0 4 9 28 7 48 8 4 67 5 43 20 8 76 190
Total 5 2 3 54 64 51 3 18 42 114 23 176 15 15 229 15 187 59 14 275 682
06:00 PM 0 1 0 5 6 5 2 1 7 15 7 44 7 4 62 5 56 13 3 77 160 06:15 PM 1 0 1 10 12 4 1 5 6 16 4 32 3 6 45 1 49 9 5 64 137
Grand Total 8 7 9 88 112 86 6 30 73 195 40 311 35 45 431 29 387 96 25 537 1275 Apprch % 7.1 6.2 8 78.6 44.1 3.1 15.4 37.4 9.3 72.2 8.1 10.4 5.4 72.1 17.9 4.7
Total % 0.6 0.5 0.7 6.9 8.8 6.7 0.5 2.4 5.7 15.3 3.1 24.4 2.7 3.5 33.8 2.3 30.4 7.5 2 42.1 Cars 8 7 9 88 112 86 6 30 73 195 39 303 35 45 422 29 379 95 25 528 1257
% Cars 100 100 100 100 100 100 100 100 100 100 97.5 97.4 100 100 97.9 100 97.9 99 100 98.3 98.6 Trucks (SU)
% Trucks (SU) 0 0 0 0 0 0 0 0 0 0 2.5 2.6 0 0 2.1 0 2.1 1 0 1.7 1.4 Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Dynamic Traffic, LLC 1904 Main Street, Lake Como, NJ 07719
245 Main Street - Suite #110, Chester, NJ 07930 732-681-0760
File Name : Broadway & 12th St - PM Site Code : 00000000 Start Date : 6/11/2019 Page No : 2
E/W: 12th St/Quick Check Driveways N/S: Broadway Town/County: Bayonne/Hudson Job #: 3092-99-001TE
12th St Eastbound
12th St Westbound
Broadway Northbound
Broadway Southbound
Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total
Peak Hour Analysis From 04:30 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 2 0 9 11 13 1 8 16 38 6 37 2 5 50 3 48 8 2 61 160 05:15 PM 1 0 1 14 16 14 1 3 6 24 4 43 2 3 52 5 59 14 2 80 172 05:30 PM 1 0 1 16 18 9 1 3 11 24 6 48 3 3 60 2 37 17 2 58 160 05:45 PM 3 0 1 15 19 15 0 4 9 28 7 48 8 4 67 5 43 20 8 76 190 Total Volume 5 2 3 54 64 51 3 18 42 114 23 176 15 15 229 15 187 59 14 275 682 % App. Total 7.8 3.1 4.7 84.4 44.7 2.6 15.8 36.8 10 76.9 6.6 6.6 5.5 68 21.5 5.1
PHF .417 .250 .750 .844 .842 .850 .750 .563 .656 .750 .821 .917 .469 .750 .854 .750 .792 .738 .438 .859 .897 Cars 5 2 3 54 64 51 3 18 42 114 23 173 15 15 226 15 182 58 14 269 673
% Cars 100 100 100 100 100 100 100 100 100 100 100 98.3 100 100 98.7 100 97.3 98.3 100 97.8 98.7 Trucks (SU)
% Trucks (SU) 0 0 0 0 0 0 0 0 0 0 0 1.7 0 0 1.3 0 2.7 1.7 0 2.2 1.3 Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Dynamic Traffic, LLC 1904 Main Street, Lake Como, NJ 07719
245 Main Street - Suite #110, Chester, NJ 07930 732-681-0760
File Name : E 12th St & Herrick Ct - AMPM Site Code : 00000000 Start Date : 6/11/2019 Page No : 1
E/W: E 12th St N/S: Herrick Ct Town/County: Bayonne/Hudson Job #: 3092-99-001TE
Groups Printed- Cars - Trucks (SU) - Trucks (TT) E 12th St
Eastbound E 12th St
Westbound Northbound Herrick Ct
Southbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total
07:00 AM 0 0 0 0 0 0 9 3 0 12 0 0 0 2 2 0 0 1 2 3 17 07:15 AM 0 0 0 3 3 0 6 0 0 6 0 0 0 2 2 0 0 1 2 3 14 07:30 AM 0 0 0 0 0 0 9 0 1 10 0 0 0 2 2 0 0 1 3 4 16 07:45 AM 0 0 0 0 0 0 15 0 0 15 0 0 0 3 3 0 0 1 0 1 19
Total 0 0 0 3 3 0 39 3 1 43 0 0 0 9 9 0 0 4 7 11 66
08:00 AM 0 0 0 0 0 0 18 1 0 19 0 0 0 2 2 0 0 2 7 9 30 08:15 AM 0 0 0 0 0 0 12 1 0 13 0 0 0 0 0 0 0 0 5 5 18 08:30 AM 0 0 0 2 2 0 11 0 0 11 0 0 0 2 2 0 0 0 1 1 16 08:45 AM 0 0 0 0 0 0 10 1 0 11 0 0 0 2 2 0 0 4 2 6 19
Total 0 0 0 2 2 0 51 3 0 54 0 0 0 6 6 0 0 6 15 21 83
*** BREAK ***
04:30 PM 0 0 0 0 0 0 13 1 1 15 0 0 0 2 2 0 0 2 0 2 19 04:45 PM 0 0 0 0 0 0 15 1 0 16 0 0 0 5 5 0 0 2 2 4 25
Total 0 0 0 0 0 0 28 2 1 31 0 0 0 7 7 0 0 4 2 6 44
05:00 PM 0 0 0 0 0 0 18 1 0 19 0 0 0 3 3 0 0 1 0 1 23 05:15 PM 0 0 0 0 0 1 18 1 0 20 0 0 0 3 3 0 0 0 0 0 23 05:30 PM 0 0 0 0 0 0 10 0 0 10 0 0 0 0 0 0 0 0 1 1 11 05:45 PM 0 0 0 1 1 0 17 1 2 20 0 0 0 1 1 0 0 1 1 2 24
Total 0 0 0 1 1 1 63 3 2 69 0 0 0 7 7 0 0 2 2 4 81
06:00 PM 0 0 0 0 0 0 8 1 0 9 0 0 0 8 8 0 0 1 0 1 18 06:15 PM 0 0 0 0 0 0 15 2 0 17 0 0 0 4 4 0 0 0 2 2 23
Grand Total 0 0 0 6 6 1 204 14 4 223 0 0 0 41 41 0 0 17 28 45 315 Apprch % 0 0 0 100 0.4 91.5 6.3 1.8 0 0 0 100 0 0 37.8 62.2
Total % 0 0 0 1.9 1.9 0.3 64.8 4.4 1.3 70.8 0 0 0 13 13 0 0 5.4 8.9 14.3 Cars 0 0 0 6 6 1 202 14 4 221 0 0 0 41 41 0 0 17 28 45 313
% Cars 0 0 0 100 100 100 99 100 100 99.1 0 0 0 100 100 0 0 100 100 100 99.4 Trucks (SU)
% Trucks (SU) 0 0 0 0 0 0 1 0 0 0.9 0 0 0 0 0 0 0 0 0 0 0.6 Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Dynamic Traffic, LLC 1904 Main Street, Lake Como, NJ 07719
245 Main Street - Suite #110, Chester, NJ 07930 732-681-0760
File Name : E 12th St & Herrick Ct - AMPM Site Code : 00000000 Start Date : 6/11/2019 Page No : 2
E/W: E 12th St N/S: Herrick Ct Town/County: Bayonne/Hudson Job #: 3092-99-001TE
E 12th St Eastbound
Herrick Ct Southbound
Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 9 0 1 10 0 0 0 2 2 0 0 1 3 4 16 07:45 AM 0 0 0 0 0 0 15 0 0 15 0 0 0 3 3 0 0 1 0 1 19 08:00 AM 0 0 0 0 0 0 18 1 0 19 0 0 0 2 2 0 0 2 7 9 30 08:15 AM 0 0 0 0 0 0 12 1 0 13 0 0 0 0 0 0 0 0 5 5 18 Total Volume 0 0 0 0 0 0 54 2 1 57 0 0 0 7 7 0 0 4 15 19 83 % App. Total 0 0 0 0 0 94.7 3.5 1.8 0 0 0 100 0 0 21.1 78.9
PHF .000 .000 .000 .000 .000 .000 .750 .500 .250 .750 .000 .000 .000 .583 .583 .000 .000 .500 .536 .528 .692 Cars 0 0 0 0 0 0 52 2 1 55 0 0 0 7 7 0 0 4 15 19 81
% Cars 0 0 0 0 0 0 96.3 100 100 96.5 0 0 0 100 100 0 0 100 100 100 97.6 Trucks (SU)
% Trucks (SU) 0 0 0 0 0 0 3.7 0 0 3.5 0 0 0 0 0 0 0 0 0 0 2.4 Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Peak Hour Analysis From 12:00 PM to 06:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 13 1 1 15 0 0 0 2 2 0 0 2 0 2 19 04:45 PM 0 0 0 0 0 0 15 1 0 16 0 0 0 5 5 0 0 2 2 4 25 05:00 PM 0 0 0 0 0 0 18 1 0 19 0 0 0 3 3 0 0 1 0 1 23 05:15 PM 0 0 0 0 0 1 18 1 0 20 0 0 0 3 3 0 0 0 0 0 23 Total Volume 0 0 0 0 0 1 64 4 1 70 0 0 0 13 13 0 0 5 2 7 90 % App. Total 0 0 0 0 1.4 91.4 5.7 1.4 0 0 0 100 0 0 71.4 28.6
PHF .000 .000 .000 .000 .000 .250 .889 1.00 .250 .875 .000 .000 .000 .650 .650 .000 .000 .625 .250 .438 .900 Cars 0 0 0 0 0 1 64 4 1 70 0 0 0 13 13 0 0 5 2 7 90
% Cars 0 0 0 0 0 100 100 100 100 100 0 0 0 100 100 0 0 100 100 100 100 Trucks (SU)
% Trucks (SU) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks (TT) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Dynamic Traffic, LLC 1904 Main Street, Lake Como, NJ 07719
245 Main Street - Suite #110, Chester, NJ 07930 732-681-0760
Appendix C
Capacity Analysis
Lanes, Volumes, Timings EX AM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
EX AM.syn Synchro 10 Report CGH Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 3 1 5 11 149 13 11 161 32 Future Volume (vph) 0 0 0 3 1 5 11 149 13 11 161 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 2% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 Frt 0.925 0.990 0.979 Flt Protected 0.984 0.997 0.997 Satd. Flow (prot) 0 0 0 0 1695 0 0 1741 0 0 1746 0 Flt Permitted 0.984 0.981 0.985 Satd. Flow (perm) 0 0 0 0 1695 0 0 1713 0 0 1725 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 8 19 Link Speed (mph) 25 25 25 25 Link Distance (ft) 406 254 376 120 Travel Time (s) 11.1 6.9 10.3 3.3 Confl. Bikes (#/hr) 38 18 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 7% 2% 2% 6% 2% Adj. Flow (vph) 0 0 0 3 1 5 12 157 14 12 169 34 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 9 0 0 183 0 0 215 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Perm NA Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 31.0 31.0 59.0 59.0 59.0 59.0 Total Split (%) 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green (s) 26.0 26.0 54.0 54.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 26.0 54.0 54.0 Actuated g/C Ratio 0.29 0.60 0.60
Lanes, Volumes, Timings EX AM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
EX AM.syn Synchro 10 Report CGH Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.02 0.18 0.21 Control Delay 17.4 8.2 4.1 Queue Delay 0.0 0.0 1.8 Total Delay 17.4 8.2 5.9 LOS B A A Approach Delay 17.4 8.2 5.9 Approach LOS B A A Queue Length 50th (ft) 2 41 18 Queue Length 95th (ft) 13 71 34 Internal Link Dist (ft) 326 174 296 40 Turn Bay Length (ft) Base Capacity (vph) 493 1031 1042 Starvation Cap Reductn 0 0 666 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.02 0.18 0.57
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.21 Intersection Signal Delay: 7.2 Intersection LOS: A Intersection Capacity Utilization 26.2% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Broadway & West 12th Street/QuickChek Driveway
Lanes, Volumes, Timings EX AM 20: Broadway & East 12th Street 06/19/2019
EX AM.syn Synchro 10 Report CGH Page 3
Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 36 18 154 0 0 168 Future Volume (vph) 36 18 154 0 0 168 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 12 12 12 12 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.955 Flt Protected 0.968 Satd. Flow (prot) 1801 0 1776 0 0 1783 Flt Permitted 0.968 Satd. Flow (perm) 1801 0 1776 0 0 1783 Right Turn on Red Yes Yes Satd. Flow (RTOR) 19 Link Speed (mph) 25 25 25 Link Distance (ft) 261 120 340 Travel Time (s) 7.1 3.3 9.3 Confl. Peds. (#/hr) 5 38 38 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 22% 7% 2% 2% 6% Adj. Flow (vph) 38 19 162 0 0 177 Shared Lane Traffic (%) Lane Group Flow (vph) 57 0 162 0 0 177 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 16 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 1.00 1.00 1.01 1.01 Turning Speed (mph) 15 9 9 15 Turn Type Prot NA NA Protected Phases 8 2 6 Permitted Phases Minimum Split (s) 23.0 23.0 23.0 Total Split (s) 31.0 59.0 59.0 Total Split (%) 34.4% 65.6% 65.6% Maximum Green (s) 26.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 26.0 54.0 54.0
Lanes, Volumes, Timings EX AM 20: Broadway & East 12th Street 06/19/2019
EX AM.syn Synchro 10 Report CGH Page 4
Lane Group WBL WBR NBT NBR SBL SBT Actuated g/C Ratio 0.29 0.60 0.60 v/c Ratio 0.11 0.15 0.17 Control Delay 17.9 2.3 8.5 Queue Delay 0.1 1.4 0.0 Total Delay 17.9 3.7 8.5 LOS B A A Approach Delay 17.9 3.7 8.5 Approach LOS B A A Queue Length 50th (ft) 16 7 41 Queue Length 95th (ft) 44 12 71 Internal Link Dist (ft) 181 40 260 Turn Bay Length (ft) Base Capacity (vph) 533 1065 1069 Starvation Cap Reductn 0 730 0 Spillback Cap Reductn 105 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.13 0.48 0.17
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.17 Intersection Signal Delay: 7.9 Intersection LOS: A Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 20: Broadway & East 12th Street
Lanes, Volumes, Timings EX AM 30: East 12th Street & Herrick Court 06/19/2019
EX AM.syn Synchro 10 Report CGH Page 5
Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 0 54 2 0 4 Future Volume (vph) 0 0 54 2 0 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 16 16 8 8 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.995 0.865 Flt Protected Satd. Flow (prot) 0 0 2081 0 0 1389 Flt Permitted Satd. Flow (perm) 0 0 2081 0 0 1389 Link Speed (mph) 25 25 25 Link Distance (ft) 261 258 55 Travel Time (s) 7.1 7.0 1.5 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 2% 2% 3% 2% 2% 2% Adj. Flow (vph) 0 0 78 3 0 6 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 81 0 0 6 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 0.85 0.85 1.21 1.21 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop
Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.7% ICU Level of Service A Analysis Period (min) 15
Lanes, Volumes, Timings EX PM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
EX PM.syn Synchro 10 Report CGH Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 5 2 3 23 176 15 15 187 59 Future Volume (vph) 0 0 0 5 2 3 23 176 15 15 187 59 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 2% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.99 Frt 0.963 0.990 0.969 Flt Protected 0.973 0.995 0.997 Satd. Flow (prot) 0 0 0 0 1745 0 0 1811 0 0 1757 0 Flt Permitted 0.973 0.951 0.979 Satd. Flow (perm) 0 0 0 0 1745 0 0 1731 0 0 1725 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 8 29 Link Speed (mph) 25 25 25 25 Link Distance (ft) 406 254 376 120 Travel Time (s) 11.1 6.9 10.3 3.3 Confl. Bikes (#/hr) 42 54 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2% Adj. Flow (vph) 0 0 0 6 2 3 26 196 17 17 208 66 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 11 0 0 239 0 0 291 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Perm NA Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 31.0 31.0 59.0 59.0 59.0 59.0 Total Split (%) 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green (s) 26.0 26.0 54.0 54.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 26.0 54.0 54.0 Actuated g/C Ratio 0.29 0.60 0.60
Lanes, Volumes, Timings EX PM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
EX PM.syn Synchro 10 Report CGH Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.02 0.23 0.28 Control Delay 20.3 8.7 4.9 Queue Delay 0.0 0.0 1.5 Total Delay 20.3 8.7 6.4 LOS C A A Approach Delay 20.3 8.7 6.4 Approach LOS C A A Queue Length 50th (ft) 3 56 28 Queue Length 95th (ft) 16 92 48 Internal Link Dist (ft) 326 174 296 40 Turn Bay Length (ft) Base Capacity (vph) 506 1041 1046 Starvation Cap Reductn 0 0 561 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.02 0.23 0.60
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.28 Intersection Signal Delay: 7.7 Intersection LOS: A Intersection Capacity Utilization 30.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Broadway & West 12th Street/QuickChek Driveway
Lanes, Volumes, Timings EX PM 20: Broadway & East 12th Street 06/19/2019
EX PM.syn Synchro 10 Report CGH Page 3
Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 51 18 179 0 0 210 Future Volume (vph) 51 18 179 0 0 210 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 12 12 12 12 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.965 Flt Protected 0.964 Satd. Flow (prot) 1829 0 1863 0 0 1835 Flt Permitted 0.964 Satd. Flow (perm) 1829 0 1863 0 0 1835 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 Link Speed (mph) 25 25 25 Link Distance (ft) 261 120 340 Travel Time (s) 7.1 3.3 9.3 Confl. Peds. (#/hr) 15 42 42 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 3% 22% 2% 2% 2% 3% Adj. Flow (vph) 57 20 199 0 0 233 Shared Lane Traffic (%) Lane Group Flow (vph) 77 0 199 0 0 233 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 16 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 1.00 1.00 1.01 1.01 Turning Speed (mph) 15 9 9 15 Turn Type Prot NA NA Protected Phases 8 2 6 Permitted Phases Minimum Split (s) 23.0 23.0 23.0 Total Split (s) 31.0 59.0 59.0 Total Split (%) 34.4% 65.6% 65.6% Maximum Green (s) 26.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 26.0 54.0 54.0
Lanes, Volumes, Timings EX PM 20: Broadway & East 12th Street 06/19/2019
EX PM.syn Synchro 10 Report CGH Page 4
Lane Group WBL WBR NBT NBR SBL SBT Actuated g/C Ratio 0.29 0.60 0.60 v/c Ratio 0.14 0.18 0.21 Control Delay 19.2 2.1 8.9 Queue Delay 0.4 1.1 0.0 Total Delay 19.6 3.2 8.9 LOS B A A Approach Delay 19.6 3.2 8.9 Approach LOS B A A Queue Length 50th (ft) 24 7 56 Queue Length 95th (ft) 57 11 91 Internal Link Dist (ft) 181 40 260 Turn Bay Length (ft) Base Capacity (vph) 542 1117 1101 Starvation Cap Reductn 0 707 0 Spillback Cap Reductn 228 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.25 0.49 0.21
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.21 Intersection Signal Delay: 8.3 Intersection LOS: A Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 20: Broadway & East 12th Street
Lanes, Volumes, Timings EX PM 30: East 12th Street & Herrick Court 06/19/2019
EX PM.syn Synchro 10 Report CGH Page 5
Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 0 64 4 0 5 Future Volume (vph) 0 0 64 4 0 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 16 16 8 8 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.865 Flt Protected Satd. Flow (prot) 0 0 2096 0 0 1389 Flt Permitted Satd. Flow (perm) 0 0 2096 0 0 1389 Link Speed (mph) 25 25 25 Link Distance (ft) 261 258 55 Travel Time (s) 7.1 7.0 1.5 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 0 0 71 4 0 6 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 75 0 0 6 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 0.85 0.85 1.21 1.21 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop
Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.9% ICU Level of Service A Analysis Period (min) 15
Lanes, Volumes, Timings NB AM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
NB AM.syn Synchro 10 Report CGH Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 3 1 5 11 164 14 11 181 33 Future Volume (vph) 0 0 0 3 1 5 11 164 14 11 181 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 2% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 Frt 0.925 0.990 0.980 Flt Protected 0.984 0.997 0.997 Satd. Flow (prot) 0 0 0 0 1695 0 0 1740 0 0 1748 0 Flt Permitted 0.984 0.981 0.986 Satd. Flow (perm) 0 0 0 0 1695 0 0 1713 0 0 1728 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 8 17 Link Speed (mph) 25 25 25 25 Link Distance (ft) 406 254 376 120 Travel Time (s) 11.1 6.9 10.3 3.3 Confl. Bikes (#/hr) 38 18 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 7% 2% 2% 6% 2% Adj. Flow (vph) 0 0 0 3 1 5 12 173 15 12 191 35 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 9 0 0 200 0 0 238 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Perm NA Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 31.0 31.0 59.0 59.0 59.0 59.0 Total Split (%) 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green (s) 26.0 26.0 54.0 54.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 26.0 54.0 54.0 Actuated g/C Ratio 0.29 0.60 0.60
Lanes, Volumes, Timings NB AM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
NB AM.syn Synchro 10 Report CGH Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.02 0.19 0.23 Control Delay 17.4 8.4 4.1 Queue Delay 0.0 0.0 1.6 Total Delay 17.4 8.4 5.6 LOS B A A Approach Delay 17.4 8.4 5.6 Approach LOS B A A Queue Length 50th (ft) 2 45 19 Queue Length 95th (ft) 13 77 36 Internal Link Dist (ft) 326 174 296 40 Turn Bay Length (ft) Base Capacity (vph) 493 1031 1043 Starvation Cap Reductn 0 0 627 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.02 0.19 0.57
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.23 Intersection Signal Delay: 7.1 Intersection LOS: A Intersection Capacity Utilization 27.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Broadway & West 12th Street/QuickChek Driveway
Lanes, Volumes, Timings NB AM 20: Broadway & East 12th Street 06/19/2019
NB AM.syn Synchro 10 Report CGH Page 3
Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 37 19 169 0 0 188 Future Volume (vph) 37 19 169 0 0 188 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 12 12 12 12 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.954 Flt Protected 0.968 Satd. Flow (prot) 1797 0 1776 0 0 1783 Flt Permitted 0.968 Satd. Flow (perm) 1797 0 1776 0 0 1783 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 Link Speed (mph) 25 25 25 Link Distance (ft) 261 120 340 Travel Time (s) 7.1 3.3 9.3 Confl. Peds. (#/hr) 5 38 38 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 22% 7% 2% 2% 6% Adj. Flow (vph) 39 20 178 0 0 198 Shared Lane Traffic (%) Lane Group Flow (vph) 59 0 178 0 0 198 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 16 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 1.00 1.00 1.01 1.01 Turning Speed (mph) 15 9 9 15 Turn Type Prot NA NA Protected Phases 8 2 6 Permitted Phases Minimum Split (s) 23.0 23.0 23.0 Total Split (s) 31.0 59.0 59.0 Total Split (%) 34.4% 65.6% 65.6% Maximum Green (s) 26.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 26.0 54.0 54.0
Lanes, Volumes, Timings NB AM 20: Broadway & East 12th Street 06/19/2019
NB AM.syn Synchro 10 Report CGH Page 4
Lane Group WBL WBR NBT NBR SBL SBT Actuated g/C Ratio 0.29 0.60 0.60 v/c Ratio 0.11 0.17 0.19 Control Delay 17.8 2.3 8.6 Queue Delay 0.1 1.3 0.0 Total Delay 17.9 3.6 8.6 LOS B A A Approach Delay 17.9 3.6 8.6 Approach LOS B A A Queue Length 50th (ft) 16 7 46 Queue Length 95th (ft) 45 12 78 Internal Link Dist (ft) 181 40 260 Turn Bay Length (ft) Base Capacity (vph) 533 1065 1069 Starvation Cap Reductn 0 700 0 Spillback Cap Reductn 111 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.14 0.49 0.19
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.19 Intersection Signal Delay: 7.8 Intersection LOS: A Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 20: Broadway & East 12th Street
Lanes, Volumes, Timings NB AM 30: East 12th Street & Herrick Court 06/19/2019
NB AM.syn Synchro 10 Report CGH Page 5
Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 0 56 2 0 4 Future Volume (vph) 0 0 56 2 0 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 16 16 8 8 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.995 0.865 Flt Protected Satd. Flow (prot) 0 0 2081 0 0 1389 Flt Permitted Satd. Flow (perm) 0 0 2081 0 0 1389 Link Speed (mph) 25 25 25 Link Distance (ft) 261 258 55 Travel Time (s) 7.1 7.0 1.5 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 2% 2% 3% 2% 2% 2% Adj. Flow (vph) 0 0 81 3 0 6 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 84 0 0 6 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 0.85 0.85 1.21 1.21 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop
Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.7% ICU Level of Service A Analysis Period (min) 15
Lanes, Volumes, Timings NB PM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
NB PM.syn Synchro 10 Report CGH Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 5 2 3 24 195 16 16 220 61 Future Volume (vph) 0 0 0 5 2 3 24 195 16 16 220 61 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 2% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.99 Frt 0.963 0.991 0.972 Flt Protected 0.973 0.995 0.997 Satd. Flow (prot) 0 0 0 0 1745 0 0 1813 0 0 1764 0 Flt Permitted 0.973 0.949 0.979 Satd. Flow (perm) 0 0 0 0 1745 0 0 1729 0 0 1732 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 7 26 Link Speed (mph) 25 25 25 25 Link Distance (ft) 406 254 376 120 Travel Time (s) 11.1 6.9 10.3 3.3 Confl. Bikes (#/hr) 42 54 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2% Adj. Flow (vph) 0 0 0 6 2 3 27 217 18 18 244 68 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 11 0 0 262 0 0 330 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Perm NA Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 31.0 31.0 59.0 59.0 59.0 59.0 Total Split (%) 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green (s) 26.0 26.0 54.0 54.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 26.0 54.0 54.0 Actuated g/C Ratio 0.29 0.60 0.60
Lanes, Volumes, Timings NB PM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
NB PM.syn Synchro 10 Report CGH Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.02 0.25 0.31 Control Delay 20.3 9.0 4.9 Queue Delay 0.0 0.0 1.2 Total Delay 20.3 9.0 6.1 LOS C A A Approach Delay 20.3 9.0 6.1 Approach LOS C A A Queue Length 50th (ft) 3 62 30 Queue Length 95th (ft) 16 102 50 Internal Link Dist (ft) 326 174 296 40 Turn Bay Length (ft) Base Capacity (vph) 506 1040 1049 Starvation Cap Reductn 0 0 495 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.02 0.25 0.60
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.31 Intersection Signal Delay: 7.6 Intersection LOS: A Intersection Capacity Utilization 32.0% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Broadway & West 12th Street/QuickChek Driveway
Lanes, Volumes, Timings NB PM 20: Broadway & East 12th Street 06/19/2019
NB PM.syn Synchro 10 Report CGH Page 3
Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 53 19 198 0 0 244 Future Volume (vph) 53 19 198 0 0 244 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 12 12 12 12 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.965 Flt Protected 0.964 Satd. Flow (prot) 1827 0 1863 0 0 1835 Flt Permitted 0.964 Satd. Flow (perm) 1827 0 1863 0 0 1835 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 Link Speed (mph) 25 25 25 Link Distance (ft) 261 120 340 Travel Time (s) 7.1 3.3 9.3 Confl. Peds. (#/hr) 15 42 42 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 3% 22% 2% 2% 2% 3% Adj. Flow (vph) 59 21 220 0 0 271 Shared Lane Traffic (%) Lane Group Flow (vph) 80 0 220 0 0 271 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 16 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 1.00 1.00 1.01 1.01 Turning Speed (mph) 15 9 9 15 Turn Type Prot NA NA Protected Phases 8 2 6 Permitted Phases Minimum Split (s) 23.0 23.0 23.0 Total Split (s) 31.0 59.0 59.0 Total Split (%) 34.4% 65.6% 65.6% Maximum Green (s) 26.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 26.0 54.0 54.0
Lanes, Volumes, Timings NB PM 20: Broadway & East 12th Street 06/19/2019
NB PM.syn Synchro 10 Report CGH Page 4
Lane Group WBL WBR NBT NBR SBL SBT Actuated g/C Ratio 0.29 0.60 0.60 v/c Ratio 0.15 0.20 0.25 Control Delay 19.4 2.1 9.2 Queue Delay 0.9 1.0 0.0 Total Delay 20.3 3.1 9.2 LOS C A A Approach Delay 20.3 3.1 9.2 Approach LOS C A A Queue Length 50th (ft) 25 8 66 Queue Length 95th (ft) 59 11 106 Internal Link Dist (ft) 181 40 260 Turn Bay Length (ft) Base Capacity (vph) 542 1117 1101 Starvation Cap Reductn 0 668 0 Spillback Cap Reductn 298 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.33 0.49 0.25
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.25 Intersection Signal Delay: 8.4 Intersection LOS: A Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 20: Broadway & East 12th Street
Lanes, Volumes, Timings NB PM 30: East 12th Street & Herrick Court 06/19/2019
NB PM.syn Synchro 10 Report CGH Page 5
Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 0 67 4 0 5 Future Volume (vph) 0 0 67 4 0 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 16 16 8 8 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.865 Flt Protected Satd. Flow (prot) 0 0 2096 0 0 1389 Flt Permitted Satd. Flow (perm) 0 0 2096 0 0 1389 Link Speed (mph) 25 25 25 Link Distance (ft) 261 258 55 Travel Time (s) 7.1 7.0 1.5 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 0 0 74 4 0 6 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 78 0 0 6 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 0.85 0.85 1.21 1.21 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop
Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 14.1% ICU Level of Service A Analysis Period (min) 15
Lanes, Volumes, Timings B AM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
B AM.syn Synchro 10 Report CGH Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 3 1 5 11 167 14 11 194 36 Future Volume (vph) 0 0 0 3 1 5 11 167 14 11 194 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 2% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 Frt 0.925 0.990 0.980 Flt Protected 0.984 0.997 0.998 Satd. Flow (prot) 0 0 0 0 1695 0 0 1740 0 0 1749 0 Flt Permitted 0.984 0.981 0.986 Satd. Flow (perm) 0 0 0 0 1695 0 0 1712 0 0 1728 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 8 18 Link Speed (mph) 25 25 25 25 Link Distance (ft) 406 254 376 120 Travel Time (s) 11.1 6.9 10.3 3.3 Confl. Bikes (#/hr) 38 18 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 7% 2% 2% 6% 2% Adj. Flow (vph) 0 0 0 3 1 5 12 176 15 12 204 38 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 9 0 0 203 0 0 254 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Perm NA Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 31.0 31.0 59.0 59.0 59.0 59.0 Total Split (%) 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green (s) 26.0 26.0 54.0 54.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 26.0 54.0 54.0 Actuated g/C Ratio 0.29 0.60 0.60
Lanes, Volumes, Timings B AM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
B AM.syn Synchro 10 Report CGH Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.02 0.20 0.24 Control Delay 17.4 8.4 5.2 Queue Delay 0.0 0.0 1.8 Total Delay 17.4 8.4 7.0 LOS B A A Approach Delay 17.4 8.4 7.0 Approach LOS B A A Queue Length 50th (ft) 2 46 27 Queue Length 95th (ft) 13 78 48 Internal Link Dist (ft) 326 174 296 40 Turn Bay Length (ft) Base Capacity (vph) 493 1030 1044 Starvation Cap Reductn 0 0 627 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.02 0.20 0.61
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.24 Intersection Signal Delay: 7.8 Intersection LOS: A Intersection Capacity Utilization 28.4% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Broadway & West 12th Street/QuickChek Driveway
Lanes, Volumes, Timings B AM 20: Broadway & East 12th Street 06/19/2019
B AM.syn Synchro 10 Report CGH Page 3
Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 53 27 172 0 0 188 Future Volume (vph) 53 27 172 0 0 188 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 12 12 12 12 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.955 Flt Protected 0.968 Satd. Flow (prot) 1801 0 1776 0 0 1783 Flt Permitted 0.968 Satd. Flow (perm) 1801 0 1776 0 0 1783 Right Turn on Red Yes Yes Satd. Flow (RTOR) 28 Link Speed (mph) 25 25 25 Link Distance (ft) 261 120 340 Travel Time (s) 7.1 3.3 9.3 Confl. Peds. (#/hr) 5 38 38 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 22% 7% 2% 2% 6% Adj. Flow (vph) 56 28 181 0 0 198 Shared Lane Traffic (%) Lane Group Flow (vph) 84 0 181 0 0 198 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 16 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 1.00 1.00 1.01 1.01 Turning Speed (mph) 15 9 9 15 Turn Type Prot NA NA Protected Phases 8 2 6 Permitted Phases Minimum Split (s) 23.0 23.0 23.0 Total Split (s) 31.0 59.0 59.0 Total Split (%) 34.4% 65.6% 65.6% Maximum Green (s) 26.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 26.0 54.0 54.0
Lanes, Volumes, Timings B AM 20: Broadway & East 12th Street 06/19/2019
B AM.syn Synchro 10 Report CGH Page 4
Lane Group WBL WBR NBT NBR SBL SBT Actuated g/C Ratio 0.29 0.60 0.60 v/c Ratio 0.16 0.17 0.19 Control Delay 17.6 2.3 8.6 Queue Delay 0.4 1.3 0.0 Total Delay 18.1 3.6 8.6 LOS B A A Approach Delay 18.1 3.6 8.6 Approach LOS B A A Queue Length 50th (ft) 23 7 46 Queue Length 95th (ft) 58 12 78 Internal Link Dist (ft) 181 40 260 Turn Bay Length (ft) Base Capacity (vph) 540 1065 1069 Starvation Cap Reductn 0 694 0 Spillback Cap Reductn 224 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.27 0.49 0.19
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.19 Intersection Signal Delay: 8.4 Intersection LOS: A Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 20: Broadway & East 12th Street
Lanes, Volumes, Timings B AM 30: East 12th Street & Herrick Court 06/19/2019
B AM.syn Synchro 10 Report CGH Page 5
Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 0 56 10 0 28 Future Volume (vph) 0 0 56 10 0 28 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 16 16 8 8 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.980 0.865 Flt Protected Satd. Flow (prot) 0 0 2052 0 0 1389 Flt Permitted Satd. Flow (perm) 0 0 2052 0 0 1389 Link Speed (mph) 25 25 25 Link Distance (ft) 261 258 111 Travel Time (s) 7.1 7.0 3.0 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 2% 2% 3% 2% 2% 2% Adj. Flow (vph) 0 0 81 14 0 41 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 95 0 0 41 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 0.85 0.85 1.21 1.21 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop
Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.9% ICU Level of Service A Analysis Period (min) 15
Lanes, Volumes, Timings B AM 40: Herrick Court & Site Driveway 06/19/2019
B AM.syn Synchro 10 Report CGH Page 6
Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 8 24 8 2 4 5 Future Volume (vph) 8 24 8 2 4 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 8 8 8 8 Grade (%) 1% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.900 0.925 Flt Protected 0.987 0.961 Satd. Flow (prot) 1537 0 0 1551 1486 0 Flt Permitted 0.987 0.961 Satd. Flow (perm) 1537 0 0 1551 1486 0 Link Speed (mph) 25 25 25 Link Distance (ft) 182 111 243 Travel Time (s) 5.0 3.0 6.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 9 26 9 2 4 5 Shared Lane Traffic (%) Lane Group Flow (vph) 35 0 0 11 9 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 10 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.10 1.10 1.20 1.20 1.21 1.21 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free
Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.0% ICU Level of Service A Analysis Period (min) 15
Lanes, Volumes, Timings B PM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
B PM.syn Synchro 10 Report CGH Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 5 2 3 24 203 16 16 227 63 Future Volume (vph) 0 0 0 5 2 3 24 203 16 16 227 63 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 2% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.99 Frt 0.963 0.991 0.972 Flt Protected 0.973 0.995 0.997 Satd. Flow (prot) 0 0 0 0 1745 0 0 1813 0 0 1764 0 Flt Permitted 0.973 0.949 0.979 Satd. Flow (perm) 0 0 0 0 1745 0 0 1729 0 0 1732 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 7 26 Link Speed (mph) 25 25 25 25 Link Distance (ft) 406 254 376 120 Travel Time (s) 11.1 6.9 10.3 3.3 Confl. Bikes (#/hr) 42 54 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 3% 2% Adj. Flow (vph) 0 0 0 6 2 3 27 226 18 18 252 70 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 0 0 11 0 0 271 0 0 340 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type Perm NA Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 2 6 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (s) 31.0 31.0 59.0 59.0 59.0 59.0 Total Split (%) 34.4% 34.4% 65.6% 65.6% 65.6% 65.6% Maximum Green (s) 26.0 26.0 54.0 54.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 26.0 54.0 54.0 Actuated g/C Ratio 0.29 0.60 0.60
Lanes, Volumes, Timings B PM 10: Broadway & West 12th Street/QuickChek Driveway 06/19/2019
B PM.syn Synchro 10 Report CGH Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.02 0.26 0.32 Control Delay 20.3 9.1 5.6 Queue Delay 0.0 0.0 1.3 Total Delay 20.3 9.1 6.9 LOS C A A Approach Delay 20.3 9.1 6.9 Approach LOS C A A Queue Length 50th (ft) 3 65 37 Queue Length 95th (ft) 16 105 59 Internal Link Dist (ft) 326 174 296 40 Turn Bay Length (ft) Base Capacity (vph) 506 1040 1049 Starvation Cap Reductn 0 0 495 Spillback Cap Reductn 0 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.02 0.26 0.61
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.32 Intersection Signal Delay: 8.1 Intersection LOS: A Intersection Capacity Utilization 32.5% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 10: Broadway & West 12th Street/QuickChek Driveway
Lanes, Volumes, Timings B PM 20: Broadway & East 12th Street 06/19/2019
B PM.syn Synchro 10 Report CGH Page 3
Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 62 22 206 0 0 244 Future Volume (vph) 62 22 206 0 0 244 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 12 12 12 12 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 Frt 0.965 Flt Protected 0.964 Satd. Flow (prot) 1829 0 1863 0 0 1835 Flt Permitted 0.964 Satd. Flow (perm) 1829 0 1863 0 0 1835 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 Link Speed (mph) 25 25 25 Link Distance (ft) 261 120 340 Travel Time (s) 7.1 3.3 9.3 Confl. Peds. (#/hr) 15 42 42 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 3% 22% 2% 2% 2% 3% Adj. Flow (vph) 69 24 229 0 0 271 Shared Lane Traffic (%) Lane Group Flow (vph) 93 0 229 0 0 271 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 16 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 1.00 1.00 1.01 1.01 Turning Speed (mph) 15 9 9 15 Turn Type Prot NA NA Protected Phases 8 2 6 Permitted Phases Minimum Split (s) 23.0 23.0 23.0 Total Split (s) 31.0 59.0 59.0 Total Split (%) 34.4% 65.6% 65.6% Maximum Green (s) 26.0 54.0 54.0 Yellow Time (s) 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 26.0 54.0 54.0
Lanes, Volumes, Timings B PM 20: Broadway & East 12th Street 06/19/2019
B PM.syn Synchro 10 Report CGH Page 4
Lane Group WBL WBR NBT NBR SBL SBT Actuated g/C Ratio 0.29 0.60 0.60 v/c Ratio 0.17 0.21 0.25 Control Delay 20.0 2.1 9.2 Queue Delay 1.7 1.0 0.0 Total Delay 21.6 3.0 9.2 LOS C A A Approach Delay 21.6 3.0 9.2 Approach LOS C A A Queue Length 50th (ft) 31 8 66 Queue Length 95th (ft) 68 12 106 Internal Link Dist (ft) 181 40 260 Turn Bay Length (ft) Base Capacity (vph) 542 1117 1101 Starvation Cap Reductn 0 650 0 Spillback Cap Reductn 326 0 0 Storage Cap Reductn 0 0 0 Reduced v/c Ratio 0.43 0.49 0.25
Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 50 Control Type: Pretimed Maximum v/c Ratio: 0.25 Intersection Signal Delay: 8.8 Intersection LOS: A Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15
Splits and Phases: 20: Broadway & East 12th Street
Lanes, Volumes, Timings B PM 30: East 12th Street & Herrick Court 06/19/2019
B PM.syn Synchro 10 Report CGH Page 5
Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 0 67 27 0 17 Future Volume (vph) 0 0 67 27 0 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 16 16 16 16 8 8 Grade (%) 0% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.961 0.865 Flt Protected Satd. Flow (prot) 0 0 2029 0 0 1389 Flt Permitted Satd. Flow (perm) 0 0 2029 0 0 1389 Link Speed (mph) 25 25 25 Link Distance (ft) 261 258 111 Travel Time (s) 7.1 7.0 3.0 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 0 0 74 30 0 19 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 104 0 0 19 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 0.85 0.85 0.85 0.85 1.21 1.21 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop
Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.5% ICU Level of Service A Analysis Period (min) 15
Lanes, Volumes, Timings B PM 40: Herrick Court & Site Driveway 06/19/2019
B PM.syn Synchro 10 Report CGH Page 6
Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 4 12 23 4 5 15 Future Volume (vph) 4 12 23 4 5 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 8 8 8 8 Grade (%) 1% 0% 1% Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.897 0.897 Flt Protected 0.988 0.959 Satd. Flow (prot) 1533 0 0 1548 1441 0 Flt Permitted 0.988 0.959 Satd. Flow (perm) 1533 0 0 1548 1441 0 Link Speed (mph) 25 25 25 Link Distance (ft) 182 111 243 Travel Time (s) 5.0 3.0 6.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 4 13 25 4 5 16 Shared Lane Traffic (%) Lane Group Flow (vph) 17 0 0 29 21 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 10 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.10 1.10 1.20 1.20 1.21 1.21 Turning Speed (mph) 15 9 15 9 Sign Control Stop Free Free
Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.2% ICU Level of Service A Analysis Period (min) 15