Ripon East main Traffic Signal Study_1.12.24 — Ripon City Council, March 12, 2024

1013 Galleria Boulevard | Suite 255 | Roseville, CA 95678 | (916) 773-1900 | Fax (916) 773-2015 www.fehrandpeers.com
Memorandum
Date: January 12, 2024
To: Kevin Werner and Christiana Giedd, City of Ripon
From: Albee Wei and Fred Choa, Fehr & Peers
Subject: Ripon East Main Street Traffic Operations Study RS23-4251
Introduction
The City of Ripon proposes to install a traffic signal at the intersection of northbound State Route 99 (SR 99) Ramps/E Main Street (project intersection) in the City of Ripon, CA. See Figure 1 for project location. Fehr & Peers conducted a traffic operations analysis for three intersections in the study area to determine the potential benefits of the proposed project. This memorandum provides a summary of our findings.

The SR 99/E Main Street interchange is one of three access points for residents in the City of Ripon to cross SR 99 and the railroad that parallels on the west side the freeway. Located just north of the Stanislaus River, this interchange is frequently used by commuters who travel on local roadways, such as SR 99 Frontage Road, Austin Road, Ripon Road, and Jack Tone Road to bypass congestion on eastbound SR 120 and southbound SR 99 during the PM peak period. This diverted traffic causes additional delays for residents and businesses in Ripon and at the all-way stop controlled SR 99/E Main Street interchange.
! ! !
Reynolds Dr
Main St
W Main St E Main St Ave A N Stockton Ave
W Washington St
S Stockton Ave
Ridge Ave
Pine St
W CaliforniaSt
Sunrise Ave
N Manley Rd
John Roos Ave
Prospect St
Frontage Rd
Key Ave
Ripona Ave
Mulholand Dr
Bogarin Ln
Quiet St
SpringCreek Dr
Gilbert Dr
N Elm Ave
Idaho St
N Locust Ave
E California St
E First St
E Main St
Wells Ln
Tornell Dr
Mcbrian Dr
S Manley Rd
St Jude Ln
Azalea St
Oak Ave
Fourth St
Oak Ave
Third St
Oregon St
First St
S Locust Ave
S Walnut Ave
Hillside St
N Stockton Ave
Franklin Ln
Opal Ln
Heritage Way
Virginia St
Mckee Ct
Montana St
Meyenberg Ave
Nourse Ave
NevadaSt
Garrison Way
S Parallel Ave
E Washington St
Mount Airy Ct
N Walnut Ave
Harbor Town Ln
E Fourth St
Stouffer St
Industrial Ave
SecondSt
1 2 3
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Parks
Figure 1
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1 Proposed
Traffic Signal
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January 12, 2024

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Analysis Methodology
Study Area and Data Collection
The study area is intended to reflect the necessary level of detail for the environmental process and Caltrans design requirements. The study area includes the project intersection and two adjacent intersections.

1. Southbound SR 99/E Main Street (all-way stop control)

2. Northbound SR 99/E Main Street (all-way stop control) – Project intersection

3. E Main Street/Oak Avenue/S Parallel Avenue (side-street stop control) Traffic count data at all study intersections was collected in August 2023, when school was in session and weather conditions were dry. Intersection turning movement counts were conducted during the AM (7:00 to 9:00) and PM (4:00 to 6:00) peak periods. We also conducted a field visit during both morning and evening time periods to observe traffic operations and queueing conditions. The recently constructed Starbucks coffee shop with drive-thru window, located in the southwest corner of the project intersection, was in operation, and traffic volume associated with the coffee shop was captured in the traffic count data. Traffic count data sheets are included in Appendix A.

The following study scenarios were analyzed:
• Existing;
• Existing Plus Proposed Hotel;
• Existing Plus Hotel With Traffic Signal;
• Design Year No Project; and
• Design Year With Traffic Signal.

Intersection Operations
The Synchro/SimTraffic microsimulation software package (Version 11) was used to analyze all study intersections. This program is consistent with the technical approach documented in the Highway Capacity Manual – 6th Edition (TRB, 2016) for calculating delay at intersections. SimTraffic is a sophisticated traffic microsimulation program that considers roadway design, intersection geometries, turn pocket storage lengths, and intersection control on intersection queuing and delays. Intersection delay and level of service results documented in the Traffic Operations Study are based on results from SimTraffic.

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The following sections describe the specific inputs, model parameters, and other aspects of the Synchro/SimTraffic modeling:

Existing Lane Configurations were entered into Synchro based on Existing 2023 aerial imagery measurements.

Design Year 2045 lane configurations were developed based on analysis results of the Intersection Operations Analysis. Conceptual and design drawings will be developed based on results of the Intersection Operations Study.

Peak Hour Factors:
• For Existing and Opening Year analysis, a peak hour factor (PHF) of 0.87 was used for the AM peak hour, and a PHF of 0.95 was used for the PM peak hour conditions based on traffic volume data.
• For Design Year analysis, a PHF of 0.92 was used to represent typical urban conditions.

Heavy Vehicle percentage:

1. The HCM definition (any vehicles with more than four wheels on the ground) was used to input heavy vehicles into Synchro/SimTraffic.

2. Based on traffic volume data, a truck percentage of 3% in the AM peak hour and 2% in the PM peak hour was used for all study scenarios.

Available pedestrian and bicyclist volume from AM peak hour and PM peak hour traffic count data collected was entered into Synchro/SimTraffic.

SimTraffic Modeling
• Consistent with Caltrans District 10 – Freeway and Highway Operations Branch preferences, the SimTraffic model was run for the entire peak hour using the following four 15-minute intervals:
◦ 15-minute – no PHF
◦ 15-minute – with PHF
◦ 15-minute – no PHF
◦ 15-minute – no PHF
• For each scenario, the results of 12 SimTraffic model runs were averaged to yield the reported conclusions. Outputs include average delay, 95th percentile vehicle queues, and total network performance (vehicle hours of delay, total stops, vehicle miles traveled, fuel consumption, greenhouse gas emissions etc.) as reported by SimTraffic.

Reported Results
Ripon East Main Street Traffic Operations Study
January 12, 2024

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The following Total Network Performance Measurement of Effectiveness (MOEs) for the Synchro/SimTraffic Models are reported:
• Total Vehicle Hours of Delay (VHD) is defined as the amount of delay all vehicles incur within the project study area.
• Total Stops is defined as the total number of stops all vehicles incur within the project study area.
• Vehicle Distance Travelled in SimTraffic (VDT) is defined as the total distance all vehicles traveled within the project’s SimTraffic network. VDT is an indirect measurement of congestion. In general, VDT is high when denied entry is low (i.e., vehicles are able to enter the roadway network as opposed to unable to enter due to congestion and queueing) and when travel speed is high (i.e., vehicles are able to travel on the network instead of sitting in congested conditions).
• Average Speed is defined as the average speed of vehicles accelerating, decelerating and traveling through the Synchro/SimTraffic Model network. • Total Fuel Consumption is defined as the total gallons of fuel (gasoline and diesel) all vehicles use within the project study area.
• Total Vehicle Emissions is defined as the total kilograms (kg) of emissions (HC – Hydrocarbon, CO – Carbon Monoxide, NOx – Nitrogen Oxides) all vehicles emit while burning fossil fuels as they travel within the project study area. • Denied Entry is defined as the total number of vehicles that failed to enter the roadway network due to high congestion, where vehicle queues fill one or more roadway link segments and prevent additional vehicles from entering. • Individual approach movement, average overall intersection delay/LOS, and 95th percentile queue length by movement are reported for all study intersections.

Table 1 displays the delay range associated with each LOS category for signalized and unsignalized intersections.

Ripon East Main Street Traffic Operations Study
January 12, 2024

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Table 1: Intersection LOS Thresholds
LOS
Delay1
Description Signalized Roundabout/
Unsignalized
A <10 <10 Operations with very low delay occurring with favorable progression and/or short cycle length.

B >10 to 20 >10 to 15 Operations with low delay occurring with good progression and/or short cycle lengths.

C >20 to 35 >15 to 25
Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear.

D >35 to 55 >25 to 35
Operations with longer delays due to a combination of
unfavorable progression, long cycle lengths, or high V/C ratios.

Many vehicles stop, and individual cycle failures are noticeable.

E >55 to 80 >35 to 50
Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences.

F >80 or
v/c>12
>50 or
v/c>12
Operation with delays unacceptable to most drivers occurring due to over saturation, poor progression, or very long cycle lengths.

Notes: 1. Delay is reported in seconds per vehicle.

2. Volume-to-capacity ratio is greater than 1 (demand exceeds capacity).

Source: Highway Capacity Manual 6th Edition (Transportation Research Board, 2016) Travel Demand Forecasts
The City of Ripon, Manteca, and Lathrop Model (Three City Model) was used to develop intersection volume forecasts for the study intersections. The Three City Model, originally developed based on the San Joaquin Council of Governments (SJCOG) Three-County RTP/SCS Air Quality Conformity Model, was significantly improved for all major components that comprise a travel demand model. The Base Year Model was originally developed using Existing Year 2020 land use data. The model network within the project study area was reviewed and refined. Traffic Analysis Zones (TAZs) were disaggregated to represent the land use more accurately in the study area. The Design Year 2045 model incorporates land use consistent with the City of Ripon General Plan. Unconstrained Design Year traffic volume forecasts were developed for all study intersections using the traffic forecasting adjustment procedure known as the “difference method”. For a given study intersection, this forecasting procedure is calculated as follows:

Design Forecast = Existing Volume + (Design Year Three City Model Volume – Base Year Three City Mode Volume)
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Existing Conditions
This chapter presents the traffic operations analysis results for Existing Year 2023 AM and PM peak hour conditions.

Intersection Operations
Table 2 presents the Existing Year 2023 AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

Table 2: Off-Ramp Demand Volume – Existing Conditions
Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 190 186 98% 98% 120 120 100%
Trucks 3% 6 6 100% 2% 2 2 100%
Total 100% 196 192 98% 100% 122 122 100%
SR 99
Northbound
Cars 97% 532 531 100% 98% 627 627 100%
Trucks 3% 16 16 100% 2% 13 13 100%
Total 100% 548 547 100% 100% 640 640 100%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 3 presents the Existing Year 2023 AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 99% and 100% of the intersection demand volume are served.

Table 3: Intersection Demand Volume – Existing Conditions Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 1,875 1,865 99% 1,655 1,646 99%

2. NB SR 99 Ramps/E Main St (AWSC) 1,861 1,847 99% 1,611 1,604 100%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 866 858 99% 669 659 99% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Ripon East Main Street Traffic Operations Study
January 12, 2024

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Table 4 presents the Existing Year 2023 AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections operate at LOS A or B. Detailed results for the SimTraffic analysis are provided in Appendix B.

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 280 279 100% B 11.4 267 267 100% A 9.7
EBR 317 316 100% B 12.3 420 413 98% B 10.0
WBL 374 371 99% C 22.4 288 286 99% B 14.2
WBT 708 707 100% B 14.0 558 558 100% B 12.1
SBL 79 76 96% A 7.7 50 50 100% A 6.0
SBT 1 1 100% B 14.3 0 0 n/a A 0.0
SBR 116 115 99% A 4.6 72 72 100% A 3.4
Overall 1,875 1,865 99% B 14.2 1,655 1,646 99% B 11.0

2. NB SR 99
Ramps/E Main St
(AWSC)
EBU 1 0 0% A 0.0 0 0 n/a A 0.0
EBL 309 309 100% D 26.8 264 264 100% B 13.5
EBT 30 29 97% D 31.3 31 31 100% C 16.1
EBR 61 61 100% A 7.7 42 42 100% A 4.2
WBU 2 1 50% A 9.1 0 0 n/a A 0.0
WBL 45 45 100% A 9.0 19 19 100% A 6.4
WBT 56 56 100% B 11.6 23 23 100% A 8.8
WBR 450 449 100% A 5.6 275 273 99% A 2.3
NBU 1 1 100% B 13.9 0 0 n/a A 0.0
NBL 108 108 100% B 13.7 185 185 100% B 12.9
NBT 319 318 100% C 17.6 305 305 100% C 15.7
NBR 120 120 100% B 12.8 150 150 100% B 10.3
SBU 4 3 75% C 18.3 2 1 50% C 18.1
SBL 153 147 96% C 17.4 167 163 98% B 13.1
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Table 4. Intersection Demand Volume Operations – Existing Conditions Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
SBT 75 73 97% C 18.0 67 67 100% B 13.8
SBR 127 127 100% A 6.8 81 81 100% A 6.3
Overall 1,861 1,847 99% B 14.4 1,611 1,604 100% B 10.9

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBU 1 1 100% C 21.3 6 5 83% A 4.2
EBL 52 52 100% A 5.3 59 56 95% A 3.1
EBT 228 227 100% A 1.6 266 266 100% A 1.2
EBR 24 24 100% A 1.5 17 17 100% A 1.1
WBL 1 0 0% A 0.0 2 2 100% A 2.0
WBT 391 391 100% B 13.0 234 232 99% A 2.1
WBR 4 4 100% C 19.7 1 1 100% A 0.6
NBU 1 0 0% A 0.0 0 0 n/a A 0.0
NBL 24 21 88% C 16.8 15 14 93% A 8.8
NBT 1 0 0% A 0.0 2 2 100% B 11.6
NBR 1 1 100% A 5.9 0 0 n/a A 7.9
SBL 0 0 n/a A 0.0 3 2 67% B 10.0
SBT 1 0 0% A 0.0 2 0 0% A 0.0
SBR 137 137 100% B 11.7 62 62 100% A 5.6
Overall 866 858 99% A 9.2 669 659 99% A 2.4
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

Figure 2 presents the Existing Year 2023 AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 3 presents the Synchro/SimTraffic Existing Conditions Intersection Geometrics for study intersections that exist in this scenario.
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SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
StoufferSt
VirginaSt
N Stockton Ave
E Main St 2 3 1
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Oak Ave
E Main St
SR 99 SB Off Ramp
Main St
1 (0)
24 (15)
1 (2)1 (0)1 (0)
108 (185)319 (305)120 (150)
116 (72)1 (0)79 (50)
137 (62)1 (2)0 (3)127 (81)75 (67)153 (167)4 (2)
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309 (264)
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61 (42)
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228 (266)
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391 (234)
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708 (558)
374 (288)
450 (275)
56 (23)
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2 (0)

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and Lane Configurations -
Existing Conditions
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AM (PM) Peak Hour Traffic Volume
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Ripon East Main Street Traffic Operations Study
January 12, 2024

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Figure 3: Synchro/SimTraffic Intersection Geometrics – Existing Conditions Ripon East Main Street Traffic Operations Study
January 12, 2024

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Table 5 presents the Existing Year 2023 AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 5. Demand Volume 95th Percentile Queue Length – Existing Conditions Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 117 104
EB RT 847 180 162
WB LT 230 190 108
WB TH 1,171 173 73
WB TH 1,171 94 80
SB LT 1,205 63 51
SB TH/RT 270 64 49

2. NB SR 99 Ramps/E Main St
(AWSC)
EB LT/TH 1,202 301 138
EB RT 220 145 51
WB U/LT/TH 49 72 47
WB RT 49 177 113
NB LT/TH 105 132 134
NB TH/RT 806 159 135
SB U/LT/TH 1,171 126 101
SB RT 1,171 65 56

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB U/LT/TH/RT 49 67 61
WB LT/TH/RT 942 304 38
NB U/LT/TH/RT 802 49 34
SB LT/TH/RT 988 101 58
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

Table 6 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Existing Year 2023 AM and PM peak hour Conditions for the project area.

Ripon East Main Street Traffic Operations Study
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Table 6. Demand Volume Total Network Performance – Existing Conditions Measure of Effectiveness SimTraffic Output
Name AM Peak Hour PM Peak Hour
Vehicle Hours of Delay (VHD) Total Delay (hrs) 20.1 13.3 Total Stops Total Stops 4,483 3,939
Vehicle Distance Traveled in
SimTraffic Network (VDT) Travel Distance (miles) 1,212 1,074 Vehicle Hours Traveled (VHT) Travel Time (hrs) 61 49
Average Speed (mph) Avg Speed (mph) 20 22
Total Fuel Consumption (gallons) Fuel Used (gal) 42.4 36.4 Total Vehicle Emissions (kg) HC, CO, NOx Emission
(g)/1,000 31.0 24.1
Denied Entry Denied Entry After 0 0
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

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Existing Plus Proposed Hotel
Conditions
This chapter presents the traffic operations analysis results for Existing Year 2023 Plus Proposed Hotel AM and PM peak hour conditions. The proposed 91-room Townplace Suites by Marriott hotel, located at the northwest corner of the project intersection, would generate an estimated 416 new daily vehicle trips, 34 new trips during the AM peak hour, and 31 new trips during the PM peak hour. Table 7 presents the hotel’s trip generation estimate.

Table 7. Hotel Trip Generation Estimate
Project ITE Land Use
(Code) Rooms
Trip Generation Estimate
Daily AM Peak Hour PM Peak Hour
Total In Out Total In Out Total
Ripon
Marriott
Business Hotel
(312) 91 416 13 21 34 17 14 31
Notes: Trip generation equations obtained from Trip Generation Manual, 11th Edition (Institute of Transportation Engineers, 2021).

Source: Fehr & Peers, 2024
Table 8 displays the expected trip distribution for the proposed hotel. As shown, the majority of the vehicle trips are expected to be distributed to/from SR 99 (88%), and a small portion of the trips (12%) would distribute along primary access roads such as E Main Street and Frontage Road.

Table 8. Hotel Trip Distribution
Trip Distributions
To/From
AM Peak Hour PM Peak Hour
Inbound Outbound Inbound Outbound
Northbound 99 8 7 9 8
Southbound 99 4 11 5 5
Local Streets 1 3 3 1
Total Trips 13 21 17 14
Source: Fehr & Peers, 2024
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The estimated hotel trips were assigned to the study intersections in accordance with the trip distribution and permitted driveway turning movements. Those trips were then added to the existing volumes to yield the Existing Plus Proposed Hotel volumes.

Intersection Operations
Table 9 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

Table 9: Off-Ramp Demand Volume – Existing Plus Proposed Hotel Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 194 192 99% 98% 124 124 100%
Trucks 3% 6 6 100% 2% 3 3 100%
Total 100% 200 198 99% 100% 127 127 100%
SR 99
Northbound
Cars 97% 539 533 99% 98% 638 633 99%
Trucks 3% 17 16 94% 2% 13 13 100%
Total 100% 556 549 99% 100% 651 646 99%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 10 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 98% and 100% of the intersection demand volume are served.

Table 10: Intersection Demand Volume – Existing Plus Proposed Hotel Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 1,887 1,885 100% 1,668 1,656 99%

2. NB SR 99 Ramps/E Main St (AWSC) 1,893 1,881 99% 1,642 1,621 99%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 867 863 100% 670 659 98% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Ripon East Main Street Traffic Operations Study
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Table 11 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections are projected to operate at LOS A or B. Detailed results for the SimTraffic analysis are provided in Appendix B.

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 281 281 100% B 11.5 269 268 100% A 9.9
EBR 317 317 100% B 10.7 420 420 100% B 11.3
WBL 379 379 100% C 20.0 293 289 99% B 14.4
WBT 710 710 100% B 13.9 559 552 99% B 12.0
SBL 83 81 98% A 7.4 55 55 100% A 6.4
SBT 1 1 100% A 7.5 0 0 n/a A 0.0
SBR 116 116 100% A 4.6 72 72 100% A 3.5
Overall 1,887 1,885 100% B 13.4 1,668 1,656 99% B 11.3

2. NB SR 99
Ramps/E Main St
(AWSC)
EBU 1 1 100% C 21.6 0 0 n/a A 0.0
EBL 316 316 100% D 27.5 268 260 97% B 12.2
EBT 31 31 100% D 34.4 32 31 97% C 15.8
EBR 72 70 97% A 4.1 50 50 100% A 3.2
WBU 2 2 100% A 5.6 0 0 n/a A 0.0
WBL 45 45 100% A 9.1 19 18 95% A 7.0
WBT 56 54 96% B 12.0 23 23 100% A 8.7
WBR 450 450 100% A 5.5 275 275 100% A 2.5
NBU 1 0 0% A 0.0 0 0 n/a A 0.0
NBL 116 115 99% C 15.3 194 192 99% B 12.0
NBT 319 314 98% C 18.0 307 304 99% B 14.3
NBR 120 120 100% B 13.9 150 150 100% A 9.6
SBU 4 4 100% C 18.9 2 1 50% B 13.9
SBL 153 153 100% C 18.4 167 162 97% B 13.7
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Table 11. Intersection Demand Volume Operations – Existing Plus Proposed Hotel Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
SBT 75 74 99% C 18.9 67 67 100% B 14.9
SBR 132 132 100% A 7.0 88 88 100% A 6.5
Overall 1,893 1,881 99% B 14.9 1,642 1,621 99% B 10.3

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBU 1 0 0% A 0.0 6 5 83% A 6.9
EBL 52 52 100% A 5.7 59 58 98% A 2.8
EBT 229 229 100% A 1.6 267 266 100% A 1.3
EBR 24 23 96% A 1.1 17 17 100% A 0.8
WBL 1 0 0% A 0.0 2 2 100% A 2.7
WBT 391 391 100% A 8.3 234 230 98% A 2.5
WBR 4 4 100% A 6.6 1 1 100% A 0.8
NBU 1 1 100% A 2.9 0 0 n/a A 0.0
NBL 24 24 100% C 15.2 15 14 93% A 9.6
NBT 1 1 100% B 12.8 2 2 100% A 7.1
NBR 1 1 100% A 4.0 0 0 n/a A 6.9
SBL 0 0 n/a A 0.0 3 2 67% A 9.2
SBT 1 0 0% A 0.0 2 0 0% A 0.0
SBR 137 137 100% B 11.2 62 62 100% A 5.9
Overall 867 863 100% A 6.8 670 659 98% A 2.6
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

Figure 4 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 5 presents the Synchro/SimTraffic Existing Plus Proposed Hotel Conditions Intersection Geometrics for study intersections that exist in this scenario. ! ! !
SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
StoufferSt
VirginaSt
N Stockton Ave
E Main St 2 3 1
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ac
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cf
f k
ke
l
l
ea d
kf
kf SR 99 NB On/Off Ramps
SR 99 SB On RampS Parallel Ave
Main St Frontage Rd
Oak Ave
E Main St
SR 99 SB Off Ramp
Main St
1 (0)
24 (15)
1 (2)1 (0)1 (0)
116 (194)
319 (307)120 (150)
116 (72)1 (0)83 (55)
137 (62)1 (2)0 (3)132 (88)75 (67)153 (167)4 (2)
281 (269)
317 (420)
1 (0)
316 (268)
31 (32)
72 (50)
1 (6)
52 (59)
229 (267)
24 (17)
4 (1)
391 (234)
1 (2)
710 (559)
379 (293)
450 (275)
56 (23)
45 (19)
2 (0)

1.SR 99SB On/Off Ramps/Main St 2.SR 99 NB On/Off Ramps/Main St/Frontage Rd 3.SParallel Ave/Oak Ave/E Main St \\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\Fig04_EX_PH_PHTV.mxd Peak Hour Traffic Volumes
and Lane Configurations -
Existing Plus Proposed Hotel Conditions
Figure 4
ÅÄ99
ÅÄ99
Proposed Hotel
Parks
Turn Lane a
AM (PM) Peak Hour Traffic Volume
!1 Study Intersection
èéëìí Traffic Signal
!"$ Stop Sign
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 19 ends

Figure 5: Synchro/SimTraffic Intersection Geometrics – Existing Plus Proposed Hotel Conditions
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 20 ends

Table 12 presents the Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 12. Demand Volume 95th Percentile Queue Length – Existing Plus Proposed Hotel
Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 120 100
EB RT 847 152 186
WB LT 230 175 105
WB TH 1,171 84 70
WB TH 1,171 91 79
SB LT 1,205 61 55
SB TH/RT 270 63 52

2. NB SR 99 Ramps/E Main St
(AWSC)
EB LT/TH 1,202 259 137
EB RT 220 58 53
WB U/LT/TH 49 75 46
WB RT 49 176 119
NB LT/TH 105 139 128
NB TH/RT 806 184 133
SB U/LT/TH 1,171 137 116
SB RT 1,171 64 56

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB U/LT/TH/RT 49 69 58
WB LT/TH/RT 942 175 45
NB U/LT/TH/RT 802 49 36
SB LT/TH/RT 988 95 61
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

Table 13 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Existing Year 2023 Plus Proposed Hotel Conditions AM and PM peak hour Conditions for the project area.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 21 ends

Table 13. Demand Volume Total Network Performance – Existing Plus Proposed Hotel
Measure of Effectiveness SimTraffic Output
Name AM Peak Hour PM Peak Hour
Vehicle Hours of Delay (VHD) Total Delay (hrs) 20.3 13.3 Total Stops Total Stops 4,596 3,963
Vehicle Distance Traveled in
SimTraffic Network (VDT) Travel Distance (miles) 1,241 1,079 Vehicle Hours Traveled (VHT) Travel Time (hrs) 61 50
Average Speed (mph) Avg Speed (mph) 20 22
Total Fuel Consumption (gallons) Fuel Used (gal) 43.7 36.5 Total Vehicle Emissions (kg) HC, CO, NOx Emission
(g)/1,000 32.5 23.7
Denied Entry Denied Entry After 0 0
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 22 ends

Existing Plus Hotel Plus Signal
Conditions
This chapter presents the traffic operations analysis results for Existing Year 2023 Plus Hotel Plus Signal AM and PM peak hour conditions. This scenario includes the operation of the proposed 91-room hotel, a traffic signal at the project intersection, and changes to lane configurations at the project intersection as shown in Table 14:

Table 14. Lane Configuration Changes
Approach Existing Lane Continuation Existing Plus Signal Lane Continuation
Eastbound Left turn/through lane
Right turn pocket
Left turn pocket
Through lane
Right turn pocket
Westbound Left turn/through lane
Right turn pocket
Left turn lane
Through/right turn lane
Northbound Left turn/through pocket
Through/right turn lane
Left turn pocket
Through lane
Right turn pocket
Southbound Left turn/through lane
Right turn pocket
Left turn lane
Through/right turn lane
Intersection Operations
Table 15 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 23 ends

Table 15: Off-Ramp Demand Volume – Existing Plus Hotel Plus Signal Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 194 194 100% 98% 124 124 100%
Trucks 3% 6 6 100% 2% 3 3 100%
Total 100% 200 200 100% 100% 127 127 100%
SR 99
Northbound
Cars 97% 539 525 97% 98% 638 635 100%
Trucks 3% 17 16 94% 2% 13 13 100%
Total 100% 556 541 97% 100% 651 648 100%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 16 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 98% and 100% of the intersection demand volume are served.

Table 16: Intersection Demand Volume – Existing Plus Hotel Plus Signal Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 1,887 1,869 99% 1,668 1,662 100%

2. NB SR 99 Ramps/E Main St (Signal) 1,895 1,873 99% 1,646 1,635 99%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 871 862 99% 682 671 98% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 17 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections are projected to operate at LOS A or B. Detailed results for the SimTraffic analysis are provided in Appendix B.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 24 ends

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 281 281 100% B 13.2 269 264 98% B 10.4
EBR 317 317 100% B 11.2 420 420 100% B 12.4
WBL 379 379 100% C 24.8 293 293 100% B 13.3
WBT 710 692 97% B 11.4 559 558 100% A 9.5
SBL 83 83 100% A 7.7 55 55 100% A 6.6
SBT 1 1 100% A 9.1 0 0 n/a A 0.0
SBR 116 116 100% A 4.6 72 72 100% A 3.5
Overall 1,887 1,869 99% B 13.8 1,668 1,662 100% B 10.7

2. NB SR 99
Ramps/E Main St
(Signal)
EBL 317 315 99% C 28.2 268 268 100% C 26.1
EBT 32 30 94% C 29.9 32 32 100% B 15.3
EBR 72 72 100% A 7.4 50 50 100% A 4.2
WBL 45 45 100% C 22.7 19 19 100% C 27.7
WBT 57 57 100% C 25.3 25 25 100% C 20.3
WBR 452 451 100% B 11.4 277 274 99% A 6.4
NBL 116 116 100% C 32.5 194 192 99% C 30.1
NBT 320 308 96% C 27.7 307 306 100% C 20.3
NBR 120 117 98% A 6.5 150 150 100% A 5.6
SBL 157 155 99% D 47.0 169 166 98% C 31.9
SBT 75 75 100% C 26.9 67 66 99% B 18.9
SBR 132 132 100% B 15.3 88 87 99% A 8.5
Overall 1,895 1,873 99% C 22.6 1,646 1,635 99% B 18.8

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBL 52 51 98% A 6.1 65 63 97% A 3.2
EBT 233 227 97% A 2.7 269 265 99% A 1.2
EBR 24 24 100% A 1.5 17 17 100% A 0.9
WBL 1 0 0% A 0.0 2 1 50% A 4.0
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 25 ends

Table 17. Intersection Demand Volume Operations – Existing Plus Hotel Plus Signal
Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
WBT 393 393 100% A 6.0 244 243 100% A 1.6
WBR 4 4 100% A 3.5 1 1 100% A 0.2
NBL 24 23 96% E 36.8 15 13 87% B 12.0
NBT 1 1 100% B 11.0 2 2 100% B 10.1
NBR 1 1 100% A 8.9 0 0 n/a A 0.0
SBL 0 0 n/a A 0.0 3 2 67% A 9.6
SBT 1 1 100% B 12.3 2 2 100% A 9.7
SBR 137 137 100% B 14.4 62 62 100% A 5.6
Overall 871 862 99% A 7.2 682 671 98% A 2.2
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

Figure 6 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 7 presents the Synchro/SimTraffic Existing Plus Hotel Plus Signal Conditions Intersection Geometrics for study intersections that exist in this scenario. ! ! !
SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
StoufferSt
VirginaSt
N Stockton Ave
E Main St 2 3 1
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ac
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c
cf
ea
acf
d
d
ea d
ae
acf SR 99 NB On/Off Ramps
SR 99 SB On RampS Parallel Ave
Main St Frontage Rd
Oak Ave
E Main St
SR 99 SB Off Ramp
Main St
24 (15)
1 (2)1 (0)
116 (194)
320 (307)120 (150)
116 (72)1 (0)83 (55)
137 (62)1 (2)0 (3)132 (88)75 (67)157 (169)
281 (269)
317 (420)
317 (268)
32 (32)
72 (50)
52 (65)
233 (269)
24 (17)
4 (1)
393 (244)
1 (2)
710 (559)
379 (293)
452 (277)
57 (25)
45 (19)

1.SR 99SB On/Off Ramps/Main St 2.SR 99 NB On/Off Ramps/Main St/Frontage Rd 3.SParallel Ave/Oak Ave/E Main St \\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\Fig06_EX_PH_PS_PHTV.mxd Peak Hour Traffic Volumes
and Lane Configurations -
Existing Plus Hotel Plus Signal Conditions
Figure 6
ÅÄ99
ÅÄ99
Proposed Hotel
Parks
Turn Lane a
AM (PM) Peak Hour Traffic Volume
!1 Study Intersection
èéëìí Traffic Signal
!"$ Stop Sign
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 27 ends

Figure 7: Synchro/SimTraffic Intersection Geometrics – Existing Plus Hotel Plus Signal Conditions
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 28 ends

Table 18 presents the Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 18. Demand Volume 95th Percentile Queue Length – Existing Plus Hotel Plus Signal
Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 145 111
EB RT 847 149 198
WB LT 230 250 140
WB TH 1,153 211 83
WB TH 1,153 142 95
SB LT 1,204 62 55
SB TH/RT 270 60 53

2. NB SR 99 Ramps/E Main St
(Signal)
EB LT 1,202 248 219
EB TH/RT 194 90 73
WB LT 100 67 48
WB TH 100 162 104
WB RT 25 81 76
NB LT 250 140 177
NB TH 815 238 196
NB RT 200 92 63
SB LT 1,153 206 147
SB TH/RT 1,153 155 97

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB U/LT/TH/RT 100 84 79
WB LT/TH/RT 959 157 19
NB U/LT/TH/RT 800 56 34
SB LT/TH/RT 1,005 116 63
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 29 ends

Table 19 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Existing Year 2023 Plus Hotel Plus Signal Conditions AM and PM peak hour Conditions for the project area.

Table 19. Demand Volume Total Network Performance – Existing Plus Hotel Plus Signal
Measure of Effectiveness SimTraffic Output
Name AM Peak Hour PM Peak Hour
Vehicle Hours of Delay (VHD) Total Delay (hrs) 24.3 17.0 Total Stops Total Stops 4,265 3,734
Vehicle Distance Traveled in
SimTraffic Network (VDT) Travel Distance (miles) 1,228 1,084 Vehicle Hours Traveled (VHT) Travel Time (hrs) 63 54
Average Speed (mph) Avg Speed (mph) 20 20
Total Fuel Consumption (gallons) Fuel Used (gal) 44.1 37.8 Total Vehicle Emissions (kg) HC, CO, NOx Emission
(g)/1,000 31.3 26.7
Denied Entry Denied Entry After 0 0
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 30 ends

Design Year No Project Conditions
This chapter presents the traffic operations analysis results for Design Year 2045 No Project AM and PM peak hour conditions. Under Design Year No Project Conditions, the proposed hotel is assumed to be operational, and the hotel trips are included in the Design Year intersection volume forecast. In addition, projected unconstrained local and regional traffic growth based on the Three City Model as described in Travel Demand Forecasts section are included in the Design Year intersection volume forecasts.

Intersection Operations
Table 20 presents the Design Year No Project Conditions AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

Table 20: Off-Ramp Demand Volume – Design Year No Project Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 310 308 99% 98% 402 402 100%
Trucks 3% 10 10 100% 2% 8 8 100%
Total 100% 320 318 99% 100% 410 410 100%
SR 99
Northbound
Cars 97% 572 572 100% 98% 676 673 100%
Trucks 3% 18 18 100% 2% 14 14 100%
Total 100% 590 590 100% 100% 690 687 100%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 21 presents the Design Year No Project Conditions AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 99% and 100% of the intersection demand volume are served.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 31 ends

Table 21: Intersection Demand Volume – Design Year No Project Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 2,120 2,100 99% 2,100 2,095 100%

2. NB SR 99 Ramps/E Main St (AWSC) 2,120 2,096 99% 1,950 1,940 99%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 978 971 99% 750 744 99% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 22 presents the Design Year No Project Conditions AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections are projected to operate at LOS D or better; however, some movements of the project intersection are projected to operate at LOS E or F. Detailed results for the SimTraffic analysis are provided in Appendix B.

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 290 288 99% B 14.3 300 300 100% C 15.6
EBR 340 334 98% C 15.9 450 445 99% D 30.8
WBL 430 420 98% E 36.6 340 340 100% C 21.7
WBT 740 740 100% C 15.4 600 600 100% B 13.6
SBL 160 160 100% B 10.8 170 170 100% B 10.5
SBT 0 0 n/a A 0.0 0 0 n/a A 0.0
SBR 160 158 99% A 6.3 240 240 100% A 7.1
Overall 2,120 2,100 99% C 18.5 2,100 2,095 100% C 17.9

2. NB SR 99
Ramps/E Main St
(AWSC)
EBL 360 345 96% F 72.4 320 319 100% F 55.8
EBT 40 37 93% F 123.5 50 50 100% F 59.6
EBR 80 79 99% B 10.0 60 60 100% A 7.0
WBL 70 70 100% B 11.0 40 37 93% A 9.5
WBT 60 57 95% C 15.2 30 30 100% B 12.6
WBR 470 470 100% A 5.8 290 290 100% A 2.8
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 32 ends

Table 22. Intersection Demand Volume Operations – Design Year No Project Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
NBL 120 120 100% D 28.3 210 207 99% E 40.1
NBT 340 340 100% D 31.2 330 330 100% E 37.9
NBR 130 130 100% D 26.1 150 150 100% D 26.8
SBL 200 198 99% E 46.6 180 180 100% D 30.8
SBT 90 90 100% E 45.8 120 117 98% D 31.3
SBR 160 160 100% A 7.5 170 170 100% A 8.2
Overall 2,120 2,096 99% D 31.7 1,950 1,940 99% D 29.9

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBL 55 52 95% A 6.1 65 65 100% A 3.6
EBT 290 290 100% A 1.7 295 295 100% A 1.5
EBR 25 25 100% A 1.2 20 20 100% A 1.1
WBL 1 0 0% A 0.0 2 1 50% A 4.4
WBT 435 432 99% B 10.3 280 280 100% A 2.4
WBR 4 4 100% A 3.0 1 1 100% A 0.8
NBL 25 25 100% C 17.8 15 14 93% B 11.8
NBT 1 1 100% A 9.6 2 2 100% A 9.4
NBR 1 1 100% A 4.7 0 0 n/a A 0.0
SBL 0 0 n/a A 0.0 3 2 67% A 9.0
SBT 1 1 100% B 13.3 2 2 100% B 12.2
SBR 140 140 100% B 14.6 65 62 95% A 6.3
Overall 978 971 99% A 8.1 750 744 99% A 2.7
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

Figure 8 presents the Design Year 2045 No Project Conditions AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 9 presents the Synchro/SimTraffic Design Year No Project Conditions Intersection Geometrics for study intersections that exist in this scenario. ! ! !
SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
StoufferSt
VirginaSt
N Stockton Ave
E Main St 2 3 1
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fb
be
d
d
ea d
bf
bf SR 99 NB On/Off Ramps
SR 99 SB On RampS Parallel Ave
Main St Frontage Rd
Oak Ave
E Main St
SR 99 SB Off Ramp
Main St
25 (15)
1 (2)1 (0)
120 (210)340 (330)130 (150)
160 (240)0 (0)160 (170)
140 (65)1 (2)0 (3)160 (170)90 (120)200 (180)
290 (300)
340 (450)
360 (320)
40 (50)
80 (60)
55 (65)
290 (295)
25 (20)
4 (1)
435 (280)
1 (2)
740 (600)
430 (340)
470 (290)
60 (30)
70 (40)

1.SR 99SB On/Off Ramps/Main St 2.SR 99 NB On/Off Ramps/Main St/Frontage Rd 3.SParallel Ave/Oak Ave/E Main St \\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\Fig08_DYNP_PHTV.mxd Peak Hour Traffic Volumes
and Lane Configurations -
Design Year No Project Conditions
Figure 8
ÅÄ99
ÅÄ99
Proposed Hotel
Parks
Turn Lane a
AM (PM) Peak Hour Traffic Volume
!1 Study Intersection
èéëìí Traffic Signal
!"$ Stop Sign
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 34 ends

Figure 9: Synchro/SimTraffic Intersection Geometrics – Design Year No Project Conditions Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 35 ends

Table 23 presents the Design Year No Project Conditions AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 23. Demand Volume 95th Percentile Queue Length – Design Year No Project Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 138 189
EB RT 847 188 386
WB LT 230 299 169
WB TH 1,171 254 83
WB TH 1,171 116 87
SB LT 1,205 94 93
SB TH/RT 270 76 98

2. NB SR 99 Ramps/E Main St
(AWSC)
EB LT/TH 1,202 348 332
EB RT 220 70 64
WB LT/TH 49 90 67
WB RT 49 183 124
NB LT/TH 105 178 203
NB TH/RT 806 267 440
SB LT/TH 1,171 299 227
SB RT 1,171 71 74
EB LT/TH 1,202 348 332
EB RT 220 70 64

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB LT/TH/RT 49 68 63
WB LT/TH/RT 942 250 45
NB LT/TH/RT 802 51 37
SB LT/TH/RT 988 115 59
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

Table 24 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Design Year No Project Conditions AM and PM peak hour Conditions for the project area.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 36 ends

Table 24. Demand Volume Total Network Performance – Design Year No Project Measure of Effectiveness SimTraffic Output
Name AM Peak Hour PM Peak Hour
Vehicle Hours of Delay (VHD) Total Delay (hrs) 47.1 34.8 Total Stops Total Stops 5,167 4,924
Vehicle Distance Traveled in
SimTraffic Network (VDT) Travel Distance (miles) 1,389 1,354 Vehicle Hours Traveled (VHT) Travel Time (hrs) 93 81
Average Speed (mph) Avg Speed (mph) 15 17
Total Fuel Consumption (gallons) Fuel Used (gal) 54.8 50 Total Vehicle Emissions (kg) HC, CO, NOx Emission
(g)/1,000 38.0 30.1
Denied Entry Denied Entry After 3 0
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 37 ends

Design Year With Traffic Signal
Conditions
This chapter presents the traffic operations analysis results for Design Year 2045 With Project AM and PM peak hour conditions. Under Design Year With Traffic Signal Conditions, the proposed hotel is assumed to be operational, and the hotel trips are included in the Design Year intersection volume forecast. In addition, projected unconstrained local and regional traffic growth based on the Three City Model as described in Travel Demand Forecasts section are included in the Design Year intersection volume forecasts.

The Design Year With Traffic Signal includes the construction of a traffic signal at the project intersection. Approach lanes to the project intersection will be modified to include a left-turn pocket and a shared through/right lane in the westbound and southbound approach, and a left turn pocket, a through lane, and a right turn pocket in the northbound and eastbound approach, as shown in Table 14.

Intersection Operations
Table 25 presents the Design Year With Traffic Signal Conditions AM and PM peak hour demand volume served for the SR 99/E Main Street Interchange off-ramps analyzed using SimTraffic 11.

Table 25: Off-Ramp Demand Volume – Design Year With Traffic Signal Off-Ramp Mode
AM Peak Hour PM Peak Hour
Percent
of Total
Volume
Demand Served Percent
Served
Percent
of Total
Volume
Demand Served Percent
SR 99
Southbound
Cars 97% 310 308 99% 98% 402 402 100%
Trucks 3% 10 10 100% 2% 8 8 100%
Total 100% 320 318 99% 100% 410 410 100%
SR 99
Northbound
Cars 97% 572 572 100% 98% 676 671 99%
Trucks 3% 18 18 100% 2% 14 14 100%
Total 100% 590 590 100% 100% 690 685 99%
Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 38 ends

Table 26 presents the Design Year With Traffic Signal Conditions AM and PM peak hour demand volume served for the nine study intersections analyzed using SimTraffic. During the AM and PM peak hours, between 99% and 100% of the intersection demand volume are served.

Table 26: Intersection Demand Volume – Design Year With Traffic Signal Intersection
AM Peak Hour PM Peak Hour
Demand Served Percent Demand Served Percent

1. SB SR 99 Ramps/E Main St (AWSC) 2,120 2,098 99% 2,100 2,096 100%

2. NB SR 99 Ramps/E Main St (Signal) 2,120 2,105 99% 1,950 1,941 100%

3. E Main St/Oak Ave/S Parallel Ave (SSSC) 978 976 100% 750 742 99% Notes: Demand served results are from an average of 12 runs from SimTraffic 11.

Table 27 presents the Design Year With Traffic Signal Conditions AM and PM peak hour demand volume operations by movement for the study intersections. During both AM and PM peak hour conditions, all study intersections are projected to operate at LOS C or better. With the proposed traffic signal control, all movements of the project intersection are projected to operate at LOS C or better. Detailed results for the SimTraffic analysis are provided in Appendix B.

1. SB SR 99
Ramps/E Main St
(AWSC)
EBT 290 282 97% B 14.8 300 299 100% C 16.5
EBR 340 335 99% C 15.8 450 450 100% E 39.9
WBL 430 423 98% E 43.6 340 337 99% D 26.5
WBT 740 740 100% B 13.6 600 600 100% B 13.1
SBL 160 160 100% B 11.4 170 170 100% B 11.4
SBT 0 0 n/a A 0.0 0 0 n/a A 0.0
SBR 160 158 99% A 6.2 240 240 100% A 7.6
Overall 2,120 2,098 99% C 19.5 2,100 2,096 100% C 20.7

2. NB SR 99
Ramps/E Main St
(Signal)
EBL 360 358 99% C 26.1 320 320 100% C 29.0
EBT 40 40 100% C 32.0 50 50 100% C 22.4
EBR 80 80 100% A 9.5 60 60 100% A 8.9
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 39 ends

Table 27. Intersection Demand Volume Operations – Design Year With Traffic Signal
Intersection
(Control)
Movement
AM Peak Hour PM Peak Hour
Volume
LOS Delay
Volume
LOS Delay
Demand Served Percent Demand Served Percent
WBL 70 70 100% C 24.8 40 39 98% C 32.6
WBT 60 60 100% C 30.4 30 29 97% C 26.4
WBR 470 468 100% B 10.0 290 290 100% A 7.8
NBL 120 120 100% C 31.6 210 208 99% C 33.0
NBT 340 340 100% C 28.3 330 330 100% C 25.9
NBR 130 130 100% A 7.7 150 147 98% A 6.8
SBL 200 199 100% D 50.2 180 180 100% D 43.7
SBT 90 90 100% C 23.0 120 118 98% C 26.2
SBR 160 150 94% B 14.4 170 170 100% B 14.0
Overall 2,120 2,105 99% C 22.9 1,950 1,941 100% C 23.1

3. E Main St/Oak
Ave/S Parallel Ave
(SSSC)
EBL 55 54 98% A 7.0 65 61 94% A 3.4
EBT 290 290 100% A 2.8 295 295 100% A 1.3
EBR 25 25 100% A 1.8 20 20 100% A 0.9
WBL 1 1 100% A 5.0 2 2 100% A 1.8
WBT 435 435 100% A 4.9 280 280 100% A 2.0
WBR 4 4 100% A 3.1 1 1 100% A 0.2
NBL 25 25 100% D 30.1 15 12 80% C 15.3
NBT 1 1 100% B 12.8 2 2 100% B 11.2
NBR 1 1 100% A 7.0 0 0 n/a A 0.0
SBL 0 0 n/a A 0.0 3 2 67% B 10.0
SBT 1 1 100% B 11.8 2 2 100% B 11.7
SBR 140 139 99% B 14.0 65 65 100% A 6.0
Overall 978 976 100% A 6.3 750 742 99% A 2.5
Notes: AWSC = all-way stop-control. SSSC = side-street stop-control.

For signalized and stop sign controlled intersections, LOS/average delay in seconds per vehicle, and percent volume served are reported from an average of 12 runs from SimTraffic 11.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 40 ends

Figure 10 presents the Design Year 2045 With Project Conditions AM and PM peak hour traffic volumes, lane configurations and delay by movement.

Figure 11 presents the Synchro/SimTraffic Design Year With Project Conditions Intersection Geometrics for study intersections that exist in this scenario. ! ! !
SecondSt
Main St
Frontage Rd
SParallel Ave
EFourth St
E Main St
SLocust Ave
S Manley Rd
ECaliforniaSt
ThirdSt
Oak Ave
SWalnut Ave
SElmAve
SStockton Ave
N Manley Rd
FirstSt
WMain St
Oregon St
Fourth St
PineSt
nI dustr ai l Ave
Meyenberg Ave
Gilbert Dr
WellsLn
GarrisonWay
N ElmAve
Ripona Ave
SpringCreek Dr
Tornell Dr
Key Ave
CappsWay
N Locust Ave
Mulholand Dr
LaurelwoodLn
Ave A
NWalnut Ave
NevadaSt
Nourse Ave
StoufferSt
VirginaSt
N Stockton Ave
E Main St 2 3 1
$!"
!"$
!"$
èéëìí
!"$
ac
!"$ d
c
cf
ea
acf
d
d
ea d
ae
acf SR 99 NB On/Off Ramps
SR 99 SB On RampS Parallel Ave
Main St Frontage Rd
Oak Ave
E Main St
SR 99 SB Off Ramp
Main St
25 (15)
1 (2)1 (0)
120 (210)340 (330)130 (150)
160 (240)0 (0)160 (170)
140 (65)1 (2)0 (3)160 (170)90 (120)200 (180)
290 (300)
340 (450)
360 (320)
40 (50)
80 (60)
55 (65)
290 (295)
25 (20)
4 (1)
435 (280)
1 (2)
740 (600)
430 (340)
470 (290)
60 (30)
70 (40)

1.SR 99SB On/Off Ramps/Main St 2.SR 99 NB On/Off Ramps/Main St/Frontage Rd 3.SParallel Ave/Oak Ave/E Main St \\fpgisdevApp01\DevGISLibrary\ServiceMXDs\RS\RS234251_Ripon_East_Main_Traffic_Signal\Fig10_DYWP_PHTV.mxd Peak Hour Traffic Volumes
and Lane Configurations -
Design Year With Project Conditions
Figure 10
ÅÄ99
ÅÄ99
Proposed Hotel
Parks
Turn Lane a
AM (PM) Peak Hour Traffic Volume
!1 Study Intersection
èéëìí Traffic Signal
!"$ Stop Sign
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 42 ends

Figure 11: Synchro/SimTraffic Intersection Geometrics – Design Year With Project Conditions
Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 43 ends

Table 28 presents the Design Year With Traffic Signal Conditions AM and PM peak hour demand volume 95th Percentile Queue Lengths by Movement for the study intersections.

Table 28. Demand Volume 95th Percentile Queue Length – Design Year With Traffic Signal
Intersection Lane Storage AM Peak Hour PM Peak Hour

1. SB SR 99 Ramps/E Main St
(AWSC)
EB TH 847 139 238
EB RT 847 190 465
WB LT 230 338 236
WB TH 1,153 377 131
WB TH 1,153 283 134
SB LT 1,204 99 97
SB TH/RT 270 74 108

2. NB SR 99 Ramps/E Main St
(Signal)
EB LT 1,202 252 253
EB TH/RT 194 112 107
WB LT 100 87 68
WB TH 100 161 120
WB RT 25 80 77
NB LT 250 154 195
NB TH 815 264 255
NB RT 200 130 123
SB LT 1,153 279 208
SB TH/RT 1,153 158 188

3. E Main St/Oak Ave/S Parallel
Ave (SSSC)
EB LT/TH/RT 100 94 78
WB LT/TH/RT 959 141 42
NB LT/TH/RT 800 53 37
SB LT/TH/RT 1,005 109 60
Notes: 95th percentile queue length in feet is reported from an average of 12 runs from SimTraffic 11. Bold and underline font indicate a queue length that exceeds the storage length.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 44 ends

Table 29 presents the total network performance measures of effectiveness (MOEs) for the Synchro/SimTraffic Models for Design Year With Traffic Signal Conditions AM and PM peak hour Conditions for the project area.

Table 29. Demand Volume Total Network Performance – Design Year With Traffic Signal
Measure of
Effectiveness
SimTraffic
Output
Name
AM Peak Hour PM Peak Hour
DY No
Project
DY With
Project
Net
Change
DY No
Project
DY With
Project
Net
Change
Vehicle Hours of
Delay (VHD)
Total Delay
(hrs) 47.1 30.7 -35% 34.8 29.1 -16%
Total Stops Total Stops 5,167 4,692 -9% 4,924 4,550 -8% Vehicle Distance
Traveled in
SimTraffic
Network (VDT)
Travel
Distance
(miles)
1,389 1,387 0% 1,354 1,355 0%
Vehicle Hours
Traveled (VHT)
Travel Time
(hrs) 93 75 -20% 81 75 -7%
Average Speed
(mph)
Avg Speed
(mph) 15 19 27% 17 18 6%
Total Fuel
Consumption
(gallons)
Fuel Used
(gal) 54.8 50.3 -8% 50 49.1 -2%
Total Vehicle
Emissions (kg)
HC, CO, NOx
Emission
(g)/1,000

38.0 36.2 -5% 30.1 32.3 8%
Denied Entry Denied Entry
After 3 0 -100% 0 0 n/a
Notes: Network performance results are from an average of 12 runs from SimTraffic 11.

When compared to Design Year No Project Conditions, the following benefits of the project were identified:
• Total Vehicle Hours of Delay (VHD) would decrease by 35% in the AM peak hour and 16% in the PM Peak Hour;
• Total Stops would decrease by 9% in the AM peak hour and 8% in the PM peak hour; • Total Vehicle Hours Traveled (VHT) would decrease by 20% in the AM peak hour and 7% in the PM peak hour;
• Average Speed would increase by 27% in the AM peak hour and 6% in the PM peak hour; • Total Fuel Consumption would decrease by 8% in the AM peak hour and 2% in the PM peak hour; and
• Total Vehicle Emissions would decrease by 5% in the AM peak hour.

Ripon East Main Street Traffic Operations Study
January 12, 2024

Page 45 ends

Summary and Conclusions
This Summary and Conclusions Chapter documents the results of the Ripon East Main Street Traffic Operations Study in Ripon, California.

Based on the result of the Existing Plus Hotel Plus Signal Conditions and Design Year With Project Conditions AM and PM peak hour intersection operations analysis, the following conclusions were determined:

1. Based on the result of the traffic operations analysis, the existing project intersection would meet operational standards set forth by Caltrans and City of Ripon, however, certain movements would be disproportionally impacted by the high levels of cutthrough traffic that the City currently experiences during the PM peak hour.

2. Based on the result of the traffic operations analysis, the proposed signal would require modifications to the approach lane configurations, as described in Table 14 and presented in Figure 7. Modification within Caltrans’ right-of-way includes the construction of a new northbound right-turn pocket of 200 feet plus 70 feet Taper.

3. Based on the results of the Design Year 2045 traffic operations analysis, the traffic signal would provide benefits to the project intersection by reducing vehicle delay, reducing fuel consumption and vehicle emissions, and improving travel time and safety within the study area.

4. Therefore, it is recommended that the City of Ripon coordinate with Caltrans District 10 to design and construct the traffic signal and improvements at the Northbound State Route 99/E Main Street intersection.
1013 Galleria Boulevard | Suite 255 | Roseville, CA 95678 | (916) 773-1900 | Fax (916) 773-2015 www.fehrandpeers.com
Appendix A – Traffic Count Data
Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Main St & State Rte 99 SB Ramps
Station ID: 175 Agency: Fehr & Peers Lat/Long: 37.739400, -121.121540 Type of peak hour being reported:

Intersection peak
AM Peak-hour: 7:30 AM - 8:30 AM
AM Peak 15-min: 8:00 AM -8:15 AM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 1082 0 349
0 708 374
0 79

0.91 0 0
0 1

0.96 0.87 1.00
0 0
196 116 0.78 0 692
0 270 317
824 0 587

2.1 7.7
0 2.8 0.8
0 3.8 0 0
0 0

6.1 7.8 0 2.7
0 8.9 5

3.5 6.8
0 0 0
0 0
0 0
0 4 0
0 0
0 0
0 0
0 0 2 0
Main St
(Northbound)
Main St
(Southbound)
SR 99 SB Ramps
(Eastbound)
SR 99 SB Ramps
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
7:00 AM 0 31 51 0 50 85 0 0 12 1 19 0 0 0 0 0 249
7:15 AM 0 32 50 0 76 83 0 0 24 1 18 0 0 0 0 0 284
7:30 AM 0 36 61 0 94 115 0 0 18 1 37 0 0 0 0 0 362
7:45 AM 0 65 73 0 98 212 0 0 19 0 28 0 0 0 0 0 495 1390 8:00 AM 0 86 103 0 81 217 0 0 23 0 28 0 0 0 0 0 538 1679 8:15 AM 0 83 80 0 101 164 0 0 19 0 23 0 0 0 0 0 470 1865 8:30 AM 0 32 58 0 69 93 0 0 16 0 14 0 0 0 0 0 282 1785
8:45 AM 0 38 47 0 69 70 0 1 8 1 16 0 0 0 0 0 250 1540
Peak
15-Min
Flowrates
Main St
Northbound
Main St
Southbound
SR 99 SB Ramps
Eastbound
SR 99 SB Ramps
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 0 344 412 0 324 868 0 0 92 0 112 0 0 0 0 0 2152 Heavy Trucks 0 20 12 0 12 0 4 0 8 0 0 0 56
Pedestrians 0 0 12 0 12
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Main St & State Rte 99 SB Ramps
Station ID: 175 Agency: Fehr & Peers Lat/Long: 37.739400, -121.121540 Type of peak hour being reported:

Intersection peak
PM Peak-hour: 5:00 PM - 6:00 PM
PM Peak 15-min: 5:30 PM -5:45 PM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 846 0 318
0 558 288
0 50

0.96 0 0
0 0

0.74 0.96 1.00
0 0
122 72 1 0 708
0 268 420
630 0 688

1.2 4.1
0 1.1 1.4
0 8 0 0
0 0

13.1 16.7 0 2.3
0 3.4 2.9

2.9 3.1
0 1 0
0 0
0 0
0 0 0
0 0
0 0
0 0
0 0 4 0
Main St
(Northbound)
Main St
(Southbound)
SR 99 SB Ramps
(Eastbound)
SR 99 SB Ramps
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
4:00 PM 0 60 119 0 90 96 0 0 3 0 7 0 0 0 0 0 375
4:15 PM 0 66 120 0 81 104 0 0 8 0 7 0 0 0 0 0 386
4:30 PM 0 68 138 0 77 101 0 1 7 1 5 0 0 0 0 0 398
4:45 PM 0 65 79 0 71 134 0 0 6 0 9 0 0 0 0 0 364 1523
5:00 PM 0 71 120 0 91 112 0 0 5 0 11 0 0 0 0 0 410 1558 5:15 PM 0 69 116 0 55 127 0 0 13 0 11 0 0 0 0 0 391 1563 5:30 PM 0 70 99 0 73 148 0 0 14 0 27 0 0 0 0 0 431 1596 5:45 PM 0 58 85 0 69 171 0 0 18 0 23 0 0 0 0 0 424 1656 Peak
15-Min
Flowrates
Main St
Northbound
Main St
Southbound
SR 99 SB Ramps
Eastbound
SR 99 SB Ramps
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 0 280 396 0 292 592 0 0 56 0 108 0 0 0 0 0 1724 Heavy Trucks 0 16 24 0 0 0 4 0 8 0 0 0 52
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Main St/State Rte 99 NB Ramps & E Main
St
Station ID: 176 Agency: Fehr & Peers Lat/Long: 37.739350, -121.118780 Type of peak hour being reported:

Intersection peak
AM Peak-hour: 7:30 AM - 8:30 AM
AM Peak 15-min: 8:00 AM -8:15 AM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 359 4 1068
127 75 153
292 309

0.76 450 553
1 30

0.95 0.88 0.89
56 2
401 61 0.90 45 305
108 305 120
182 1 534

7.8 1.9

3.9 26.7 2

2.7 1.6 1.3 1.3
0 0
2 4.9 2.2 2.6

2.8 3 4.2

13.2 3.2
0 0 0
2 0
0 0
0 0 0
0 1
0 0
0 0
0 0 0 0
SR 99 NB Ramps
(Northbound)
Main St
(Southbound)
E Main St
(Eastbound)
E Main St
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
7:00 AM 32 44 26 0 18 10 20 0 44 5 17 0 10 7 46 0 279
7:15 AM 36 54 33 0 10 18 29 0 55 6 23 0 14 15 50 0 343
7:30 AM 24 52 19 0 25 13 22 0 80 6 19 0 8 14 82 0 364
7:45 AM 25 103 36 1 34 11 32 1 75 5 9 1 18 18 128 0 497 1483 8:00 AM 28 81 40 0 54 23 38 3 82 9 14 0 10 13 131 1 527 1731 8:15 AM 31 69 25 0 40 28 35 0 72 10 19 0 9 11 109 1 459 1847 8:30 AM 38 50 23 0 16 13 21 1 63 7 16 0 8 6 48 0 310 1793 8:45 AM 31 32 27 0 20 14 12 0 47 7 20 0 8 3 55 0 276 1572 Peak
15-Min
Flowrates
SR 99 NB Ramps
Northbound
Main St
Southbound
E Main St
Eastbound
E Main St
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 112 324 160 0 216 92 152 12 328 36 56 0 40 52 524 4 2108 Heavy Trucks 0 4 4 0 20 8 12 0 0 0 0 4 52
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Main St/State Rte 99 NB Ramps & E Main
St
Station ID: 176 Agency: Fehr & Peers Lat/Long: 37.739350, -121.118780 Type of peak hour being reported:

Intersection peak
PM Peak-hour: 5:00 PM - 6:00 PM
PM Peak 15-min: 5:30 PM -5:45 PM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 317 2 844
81 67 167
289 264

0.94 275 317
0 31

0.93 0.96 0.80
23 0
337 42 1 19 330
185 303 132
128 0 620

3.2 1.5

1.2 13.4 0

3.5 3 0.4 0.3
0 0

3.9 11.9 0 0.9

4.9 1.3 2.3

10.9 2.6
0 0 0
1 0
0 0
0 0 0
0 0
0 0
0 0
0 0 0 0
SR 99 NB Ramps
(Northbound)
Main St
(Southbound)
E Main St
(Eastbound)
E Main St
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
4:00 PM 35 64 27 0 35 18 11 0 68 2 9 0 12 2 57 0 340
4:15 PM 27 61 29 0 35 19 23 0 59 8 7 0 10 12 64 0 354
4:30 PM 36 64 39 0 37 16 23 0 67 8 8 0 7 7 45 0 357
4:45 PM 32 74 41 0 39 18 17 0 56 10 9 0 3 7 72 0 378 1429 5:00 PM 41 78 36 0 41 21 14 0 67 7 6 0 6 4 58 0 379 1468 5:15 PM 59 84 37 0 33 22 26 1 42 10 13 0 2 4 57 0 390 1504 5:30 PM 41 65 33 0 51 14 18 1 74 7 10 0 4 10 85 0 413 1560 5:45 PM 44 76 26 0 42 10 23 0 81 7 13 0 7 5 75 0 409 1591 Peak
15-Min
Flowrates
SR 99 NB Ramps
Northbound
Main St
Southbound
E Main St
Eastbound
E Main St
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 164 260 132 0 204 56 72 4 296 28 40 0 16 40 340 0 1652 Heavy Trucks 12 4 0 0 16 0 4 0 0 0 0 0 36
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Oak Ave/S Parallel Ave & E Main St
Station ID: 177 Agency: Fehr & Peers Lat/Long: 37.739370, -121.118170 Type of peak hour being reported:

Intersection peak
AM Peak-hour: 7:30 AM - 8:30 AM
AM Peak 15-min: 8:00 AM -8:15 AM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 138 0 57
137 1 0
554 52

0.69 4 396
1 214

0.74 0.84 0.98
392 0
291 24 1 0 215
24 1 1
26 1 27

2.2 5.3

1.5 100 0

1.6 3.8 25 1.8

2.8 1.5

3.1 4.2 0 2.8

4.2 0 0

7.7 3.7
1 0 0
0 0
0 0
0 2 0
1 0
0 0
0 0
0 0 0 0
S Parallel Ave
(Northbound)
Oak Ave
(Southbound)
E Main St
(Eastbound)
E Main St
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
7:00 AM 2 1 1 0 0 0 19 0 3 39 7 1 0 42 2 0 117
7:15 AM 5 0 0 0 1 0 13 0 9 31 9 0 0 61 0 0 129
7:30 AM 7 0 0 1 0 0 24 0 10 36 1 0 0 73 1 0 153
7:45 AM 11 0 1 0 0 1 30 0 19 50 4 0 0 126 1 0 243 642
8:00 AM 5 0 0 0 0 0 50 0 18 69 10 1 0 99 2 0 254 779
8:15 AM 1 1 0 0 0 0 33 0 5 59 9 0 0 94 0 0 202 852
8:30 AM 2 0 2 0 0 1 14 0 2 40 4 0 1 45 0 0 111 810
8:45 AM 2 0 3 0 0 1 15 0 7 39 3 1 1 50 0 0 122 689
Peak
15-Min
Flowrates
S Parallel Ave
Northbound
Oak Ave
Southbound
E Main St
Eastbound
E Main St
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 20 0 0 0 0 0 200 0 72 276 40 4 0 396 8 0 1016 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 4 4 8
Pedestrians 0 0 4 0 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Report generated on: 01/12/2024 2:34 PM Page :1 of 1 Source: https://data-point.io Date: Aug 23 2023
City/State: CA
Station Name: Oak Ave/S Parallel Ave & E Main St
Station ID: 177 Agency: Fehr & Peers Lat/Long: 37.739370, -121.118170 Type of peak hour being reported:

Intersection peak
PM Peak-hour: 4:45 PM - 5:45 PM
PM Peak 15-min: 5:30 PM -5:45 PM
Method for determing peak hour:

Total entering volume
Turning movements Truck percentages Bike & Ped movements 67 0 62
62 2 3
312 59

0.99 1 232
6 266

0.99 0.90 0.75
229 0
348 17 1 2 269
15 2 0
21 0 17
0 1.6
0 0 0
1 1.7 0 1.3

0.8 1.3

0.9 0 0 0.7
0 0 0
0 0
0 0 0
0 0
0 1
0 0 0
1 0
0 0
0 0
0 0 1 0
S Parallel Ave
(Northbound)
Oak Ave
(Southbound)
E Main St
(Eastbound)
E Main St
(Westbound)
Time Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total Hourly
Totals
4:00 PM 6 1 2 0 0 1 9 0 7 55 2 2 0 56 0 0 141
4:15 PM 7 2 0 0 1 0 12 0 10 58 4 4 1 72 0 0 171
4:30 PM 6 0 2 0 1 0 6 0 13 66 4 2 0 45 0 0 145
4:45 PM 6 0 0 0 0 1 14 0 23 64 4 2 0 61 0 0 175 632
5:00 PM 4 1 0 0 3 1 15 0 12 68 3 1 0 49 0 0 157 648
5:15 PM 3 0 0 0 0 0 16 0 16 63 1 3 2 42 1 0 147 624
5:30 PM 2 1 0 0 0 0 17 0 8 71 9 0 0 77 0 0 185 664
5:45 PM 3 0 1 0 0 0 16 0 9 57 9 2 0 65 0 0 162 651
Peak
15-Min
Flowrates
S Parallel Ave
Northbound
Oak Ave
Southbound
E Main St
Eastbound
E Main St
Westbound
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 8 4 0 0 0 0 68 0 32 284 36 0 0 308 0 0 740 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 4 8
Appendix B – Synchro/SimTraffic
Reports
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 1
1: Main Street & SR 99 SB Off Ramp Performance by movement Movement EBT EBR WBL WBT SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.4 5.1 3.8 0.3
Total Delay (hr) 0.9 1.1 2.3 2.8 0.2 0.0 0.1 7.4
Total Del/Veh (s) 11.4 12.3 22.4 14.0 7.7 14.3 4.6 14.2 Stop Delay (hr) 0.5 1.0 1.9 1.5 0.1 0.0 0.1 5.2
Stop Del/Veh (s) 6.9 10.9 18.0 7.7 5.6 7.7 3.9 9.8
Total Stops 278 315 422 806 76 1 115 2013
Stop/Veh 0.99 0.99 1.12 1.13 1.00 1.00 1.00 1.07
Travel Dist (mi) 44.8 50.7 87.2 165.7 17.3 0.3 26.2 392.2 Travel Time (hr) 2.3 3.0 5.4 8.4 0.7 0.0 1.1 20.9
Avg Speed (mph) 19 17 16 20 26 25 27 19
Fuel Used (gal) 1.2 1.4 3.4 5.9 0.4 0.0 0.6 12.9
Fuel Eff. (mpg) 37.8 35.8 25.6 28.3 44.7 47.2 41.0 30.4 HC Emissions (g) 21 22 66 123 6 0 12 251
CO Emissions (g) 553 608 2055 3757 150 2 310 7434
NOx Emissions (g) 59 63 201 368 20 0 39 749
Vehicles Entered 279 316 370 709 76 1 114 1865
Vehicles Exited 279 316 371 707 76 1 115 1865
Hourly Exit Rate 279 316 371 707 76 1 115 1865
Input Volume 280 317 374 709 79 1 116 1876
% of Volume 100 100 99 100 96 100 99 99
Denied Entry Before 00000000
Denied Entry After 00000000
Density (ft/veh) 376
Occupancy (veh) 2 3 5 8 1 0 1 21
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 0.4 0.3 3.5 0.0 0.0 0.0 0.0 3.8 3.2 1.6 0.6 Total Delay (hr) 0.0 2.3 0.3 0.1 0.0 0.1 0.2 0.7 0.0 0.4 1.6 0.5 Total Del/Veh (s) 26.8 31.3 7.7 9.1 9.0 11.6 5.6 13.9 13.7 17.6 12.8 Stop Delay (hr) 0.0 2.1 0.2 0.1 0.0 0.1 0.1 0.6 0.0 0.3 1.0 0.4 Stop Del/Veh (s) 24.1 26.2 5.5 9.4 7.7 8.9 4.9 12.0 10.0 11.2 11.0 Total Stops 0 309 29 68 1 46 58 125 1 109 324 128
Stop/Veh 0.99 1.00 1.06 1.00 0.98 0.98 0.28 1.00 1.01 1.01 1.00 Travel Dist (mi) 0.1 70.5 6.5 14.5 0.0 1.4 1.7 10.6 0.2 16.7 49.4 19.7 Travel Time (hr) 0.0 4.5 0.4 0.7 0.0 0.2 0.3 1.3 0.0 1.0 3.0 1.2 Avg Speed (mph) 8 16 15 24 7 7 7 8 17 18 17 17
Fuel Used (gal) 0.0 1.9 0.2 0.4 0.0 0.1 0.1 0.5 0.0 0.5 1.4 0.5 Fuel Eff. (mpg) 24.6 36.2 34.1 39.2 21.7 22.1 20.4 23.1 34.7 32.7 35.9 37.2 HC Emissions (g) 0 28 2 9 0 0 1 5 0 7 23 9
CO Emissions (g) 1 769 65 243 0 11 17 114 2 304 785 293 NOx Emissions (g) 0 84 7 26 0 1 2 14 0 21 65 24
Vehicles Entered 0 308 29 63 1 47 59 449 1 108 319 127
Vehicles Exited 0 309 29 64 1 47 59 449 1 108 318 127
Hourly Exit Rate 0 309 29 64 1 47 59 449 1 108 318 127
Input Volume 1 309 30 61 2 45 56 450 1 108 319 120
% of Volume 0 100 96 105 50 104 105 100 100 100 100 106 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 040100010131
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement SBU SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.4
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.7
Total Delay (hr) 0.0 0.7 0.4 0.3 7.5
Total Del/Veh (s) 18.3 17.4 18.0 6.8 14.4
Stop Delay (hr) 0.0 0.6 0.3 0.2 6.0
Stop Del/Veh (s) 16.3 13.6 12.6 4.7 11.4
Total Stops 3 147 72 131 1551
Stop/Veh 1.00 0.99 0.97 0.99 0.82
Travel Dist (mi) 0.8 34.6 17.2 30.7 274.5
Travel Time (hr) 0.0 1.9 0.9 1.3 16.8
Avg Speed (mph) 18 18 19 23 17
Fuel Used (gal) 0.0 1.2 0.6 1.0 8.4
Fuel Eff. (mpg) 28.3 28.6 28.4 30.2 32.7
HC Emissions (g) 0 20 14 23 142
CO Emissions (g) 11 687 407 668 4377
NOx Emissions (g) 1 62 41 65 414
Vehicles Entered 3 148 74 130 1866
Vehicles Exited 3 147 73 131 1866
Hourly Exit Rate 3 147 73 131 1866
Input Volume 4 153 75 127 1862
% of Volume 71 96 97 103 100
Denied Entry Before 00000
Denied Entry After 00000
Density (ft/veh) 411
Occupancy (veh) 0 2 1 1 16
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBT Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.3 0.2 0.1 0.1
Total Delay (hr) 0.0 0.1 0.1 0.0 0.0 1.4 0.0 0.0 0.1 0.0 0.0 0.0 Total Del/Veh (s) 21.3 5.3 1.6 1.5 13.0 19.7 16.8 5.9
Stop Delay (hr) 0.0 0.1 0.1 0.0 0.0 1.0 0.0 0.0 0.1 0.0 0.0 0.0 Stop Del/Veh (s) 21.4 4.5 1.1 1.3 9.1 17.3 15.1 5.7
Total Stops 1 26 8 1 0 98 1 0 21 0 2 0
Stop/Veh 1.00 0.48 0.04 0.04 0.25 0.20 1.00 1.00
Travel Dist (mi) 0.0 1.2 4.9 0.5 0.1 70.7 0.9 0.1 3.2 0.1 0.3 0.1 Travel Time (hr) 0.0 0.2 0.4 0.0 0.0 3.4 0.1 0.0 0.2 0.0 0.0 0.0 Avg Speed (mph) 2 7 12 11 26 21 16 12 14 17 18 17
Fuel Used (gal) 0.0 0.1 0.4 0.0 0.0 1.7 0.0 0.0 0.1 0.0 0.0 0.0 Fuel Eff. (mpg) 8.1 14.5 11.8 18.7 55.3 40.6 36.1 36.6 33.6 39.1 37.5 36.2 HC Emissions (g) 0 1 7 1 0 31 0 0 2 0 0 0
CO Emissions (g) 0 21 266 13 0 835 7 0 28 0 1 0
NOx Emissions (g) 0 3 27 2 0 89 004000
Vehicles Entered 1 54 227 24 0 395 5 0 21 0 2 0
Vehicles Exited 1 54 227 24 0 395 5 0 21 0 2 0
Hourly Exit Rate 1 54 227 24 0 395 5 0 21 0 2 0
Input Volume 1 52 229 24 1 391 4 1 24 1 1 1
% of Volume 100 104 99 99 0 101 118 0 87 0 200 0
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 000003000000
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 5
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement SBR All
Denied Delay (hr) 0.0 0.0
Denied Del/Veh (s) 0.2 0.2
Total Delay (hr) 0.5 2.2
Total Del/Veh (s) 11.7 9.2
Stop Delay (hr) 0.4 1.7
Stop Del/Veh (s) 10.9 7.0
Total Stops 138 296
Stop/Veh 0.99 0.34
Travel Dist (mi) 26.0 107.9
Travel Time (hr) 1.5 5.8
Avg Speed (mph) 17 19
Fuel Used (gal) 0.7 3.1
Fuel Eff. (mpg) 36.2 34.6
HC Emissions (g) 12 53
CO Emissions (g) 223 1395
NOx Emissions (g) 29 154
Vehicles Entered 139 868
Vehicles Exited 138 867
Hourly Exit Rate 138 867
Input Volume 137 868
% of Volume 101 100
Denied Entry Before 0 0
Denied Entry After 0 0
Density (ft/veh) 493
Occupancy (veh) 2 6
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 15
Total Network Performance
Denied Delay (hr) 0.6
Denied Del/Veh (s) 0.9
Total Delay (hr) 20.1
Total Del/Veh (s) 30.7
Stop Delay (hr) 13.7
Stop Del/Veh (s) 20.9
Total Stops 4483
Stop/Veh 1.90
Travel Dist (mi) 1212.2
Travel Time (hr) 60.5
Avg Speed (mph) 20
Fuel Used (gal) 42.4
Fuel Eff. (mpg) 28.6
HC Emissions (g) 867
CO Emissions (g) 27571
NOx Emissions (g) 2594
Vehicles Entered 2305
Vehicles Exited 2309
Hourly Exit Rate 2309
Input Volume 7602
% of Volume 30
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 302
Occupancy (veh) 60
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 16
Intersection: 1: Main Street & SR 99 SB Off Ramp
Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 145 202 210 144 138 77 80
Average Queue (ft) 72 89 97 65 65 35 38
95th Queue (ft) 117 180 190 173 94 63 64
Link Distance (ft) 847 847 1171 1171 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 2
Queuing Penalty (veh) 8
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served ULT R ULT R ULT TR ULT R
Maximum Queue (ft) 360 177 87 168 161 223 160 81
Average Queue (ft) 128 44 41 102 69 81 67 40
95th Queue (ft) 301 145 72 177 132 159 126 65
Link Distance (ft) 1202 49 49 806 1171 1171
Upstream Blk Time (%) 4 20
Queuing Penalty (veh) 11 56
Storage Bay Dist (ft) 220 105
Storage Blk Time (%) 8 3 5
Queuing Penalty (veh) 5 8 13
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served ULTR LTR ULTR LTR
Maximum Queue (ft) 68 392 65 132
Average Queue (ft) 29 74 18 55
95th Queue (ft) 67 304 49 101
Link Distance (ft) 49 942 802 988
Upstream Blk Time (%) 3 0
Queuing Penalty (veh) 10 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Conditions AM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 17
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 94
Average Queue (ft) 61
95th Queue (ft) 88
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 111
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 1
1: Main Street & SR 99 SB Off Ramp Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.2 3.9 0.3
Total Delay (hr) 0.7 1.2 1.1 1.9 0.1 0.1 5.1
Total Del/Veh (s) 9.7 10.0 14.2 12.1 6.0 3.4 11.0
Stop Delay (hr) 0.4 0.9 0.8 1.0 0.1 0.1 3.2
Stop Del/Veh (s) 5.2 8.1 9.7 6.2 4.2 3.0 6.9
Total Stops 266 415 334 652 52 75 1794
Stop/Veh 0.99 1.00 1.16 1.15 1.00 0.99 1.07
Travel Dist (mi) 42.9 66.5 67.4 132.2 11.9 17.2 338.0
Travel Time (hr) 2.1 3.6 3.5 6.3 0.4 0.7 16.7
Avg Speed (mph) 21 19 19 21 27 28 20
Fuel Used (gal) 1.1 1.7 2.4 4.5 0.3 0.4 10.4
Fuel Eff. (mpg) 39.0 38.6 27.7 29.2 45.3 42.5 32.4
HC Emissions (g) 13 21 37 71 3 6 151
CO Emissions (g) 407 614 1360 2530 77 165 5153
NOx Emissions (g) 39 60 119 223 10 21 473
Vehicles Entered 268 414 286 562 52 76 1658
Vehicles Exited 267 413 286 563 52 75 1656
Hourly Exit Rate 267 413 286 563 52 75 1656
Input Volume 267 420 288 558 50 72 1656
% of Volume 100 98 99 101 104 104 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 470
Occupancy (veh) 2 4 4 6 0 1 17
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.3 0.3 3.7 0.0 0.0 0.0 3.2 1.6 0.8 0.0 0.0 0.0 Total Delay (hr) 1.0 0.1 0.1 0.0 0.1 0.2 0.7 1.3 0.5 0.0 0.6 0.3 Total Del/Veh (s) 13.5 16.1 4.2 6.4 8.8 2.3 12.9 15.7 10.3 18.1 13.1 13.8 Stop Delay (hr) 0.8 0.1 0.0 0.0 0.0 0.1 0.5 0.8 0.4 0.0 0.4 0.2 Stop Del/Veh (s) 10.3 10.6 2.9 5.3 6.1 1.5 8.9 9.0 8.2 15.1 8.9 8.1 Total Stops 267 31 46 18 24 40 187 308 161 1 163 69
Stop/Veh 0.99 0.97 1.00 0.95 0.96 0.15 0.99 1.00 0.99 1.00 0.99 0.99 Travel Dist (mi) 61.1 7.2 10.4 0.5 0.7 6.4 28.8 47.5 24.9 0.3 38.2 16.3 Travel Time (hr) 2.9 0.3 0.4 0.1 0.1 0.6 1.7 2.8 1.4 0.0 1.9 0.8 Avg Speed (mph) 22 21 27 8 8 12 18 18 19 19 20 21
Fuel Used (gal) 1.5 0.2 0.3 0.0 0.0 0.2 0.8 1.2 0.6 0.0 1.3 0.6 Fuel Eff. (mpg) 41.2 42.2 40.5 27.1 26.2 34.6 35.2 38.3 40.4 28.7 29.2 29.2 HC Emissions (g) 19 3 5 0 1 1 10 17 10 0 17 7
CO Emissions (g) 581 81 141 2 14 32 423 631 325 4 666 276 NOx Emissions (g) 61 10 15 0 2 4 29 49 28 0 54 22
Vehicles Entered 268 31 45 19 25 273 186 306 161 1 163 70 Vehicles Exited 267 31 46 19 25 273 186 306 160 1 163 69 Hourly Exit Rate 267 31 46 19 25 273 186 306 160 1 163 69 Input Volume 264 31 42 19 24 275 185 305 150 2 167 67
% of Volume 101 101 110 99 104 99 100 100 107 50 98 103 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 300001231021
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement SBR All
Denied Delay (hr) 0.0 0.4
Denied Del/Veh (s) 0.0 0.9
Total Delay (hr) 0.2 5.0
Total Del/Veh (s) 6.3 10.9
Stop Delay (hr) 0.1 3.4
Stop Del/Veh (s) 4.2 7.4
Total Stops 86 1401
Stop/Veh 1.00 0.85
Travel Dist (mi) 20.1 262.5
Travel Time (hr) 0.9 13.7
Avg Speed (mph) 23 20
Fuel Used (gal) 0.7 7.4
Fuel Eff. (mpg) 30.1 35.6
HC Emissions (g) 14 103
CO Emissions (g) 426 3602
NOx Emissions (g) 42 316
Vehicles Entered 85 1633
Vehicles Exited 86 1632
Hourly Exit Rate 86 1632
Input Volume 81 1612
% of Volume 106 101
Denied Entry Before 0 0
Denied Entry After 0 0
Density (ft/veh) 507
Occupancy (veh) 1 13
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s) 4.2 3.1 1.2 1.1 2.0 2.1 0.6 8.8 11.6 7.9 10.0 5.6 Stop Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 3.9 2.4 0.8 0.9 0.4 0.4 0.0 7.1 9.1 6.4 7.3 5.0 Total Stops 2 18 4 0 0 6 0 14 2 3 2 65
Stop/Veh 0.40 0.32 0.01 0.00 0.00 0.03 0.00 1.00 1.00 1.00 1.00 1.00 Travel Dist (mi) 0.1 1.2 5.9 0.4 0.3 41.5 0.2 2.0 0.3 0.5 0.4 12.2 Travel Time (hr) 0.0 0.1 0.5 0.0 0.0 1.3 0.0 0.1 0.0 0.0 0.0 0.6 Avg Speed (mph) 8 9 13 11 29 33 30 18 17 19 19 20
Fuel Used (gal) 0.0 0.1 0.5 0.0 0.0 0.9 0.0 0.1 0.0 0.0 0.0 0.3 Fuel Eff. (mpg) 16.0 15.1 11.8 19.1 45.2 48.5 44.1 40.5 36.4 37.7 37.7 40.6 HC Emissions (g) 0 1 9 0 0 13 0 0 0 0 0 2
CO Emissions (g) 1 24 322 4 1 360 1 5 1 2 1 45
NOx Emissions (g) 0 4 32 1 0 44 010006
Vehicles Entered 5 56 277 18 2 232 1 13 2 3 2 65
Vehicles Exited 5 56 277 18 2 232 1 14 2 3 2 65
Hourly Exit Rate 5 56 277 18 2 232 1 14 2 3 2 65
Input Volume 6 59 267 17 2 234 1 15 2 3 2 62
% of Volume 83 95 104 104 100 99 100 92 100 100 100 105 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 000001000001
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 5
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement All
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.1
Total Delay (hr) 0.4
Total Del/Veh (s) 2.4
Stop Delay (hr) 0.3
Stop Del/Veh (s) 1.4
Total Stops 116
Stop/Veh 0.17
Travel Dist (mi) 65.0
Travel Time (hr) 2.7
Avg Speed (mph) 24
Fuel Used (gal) 1.9
Fuel Eff. (mpg) 35.0
HC Emissions (g) 26
CO Emissions (g) 767
NOx Emissions (g) 87
Vehicles Entered 676
Vehicles Exited 677
Hourly Exit Rate 677
Input Volume 670
% of Volume 101
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 1061
Occupancy (veh) 3
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 15
Total Network Performance
Denied Delay (hr) 0.6
Denied Del/Veh (s) 0.9
Total Delay (hr) 13.3
Total Del/Veh (s) 22.0
Stop Delay (hr) 7.6
Stop Del/Veh (s) 12.6
Total Stops 3939
Stop/Veh 1.81
Travel Dist (mi) 1073.5
Travel Time (hr) 48.9
Avg Speed (mph) 22
Fuel Used (gal) 36.4
Fuel Eff. (mpg) 29.5
HC Emissions (g) 584
CO Emissions (g) 21671
NOx Emissions (g) 1840
Vehicles Entered 2129
Vehicles Exited 2129
Hourly Exit Rate 2129
Input Volume 6755
% of Volume 32
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 375
Occupancy (veh) 48
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 16
Intersection: 1: Main Street & SR 99 SB Off Ramp
Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 130 203 134 87 88 62 65
Average Queue (ft) 65 94 61 46 54 29 29
95th Queue (ft) 104 162 108 73 80 51 49
Link Distance (ft) 847 847 1171 1171 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served LT R LT R LT TR ULT R
Maximum Queue (ft) 165 59 53 130 161 174 128 69
Average Queue (ft) 79 25 24 46 74 74 60 33
95th Queue (ft) 138 51 47 113 134 135 101 56
Link Distance (ft) 1202 49 49 806 1171 1171
Upstream Blk Time (%) 0 4
Queuing Penalty (veh) 0 7
Storage Bay Dist (ft) 220 105
Storage Blk Time (%) 0 4 3
Queuing Penalty (veh) 0 11 9
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served ULTR LTR LTR LTR
Maximum Queue (ft) 58 69 36 70
Average Queue (ft) 23 5 11 33
95th Queue (ft) 61 38 34 58
Link Distance (ft) 49 942 802 988
Upstream Blk Time (%) 1
Queuing Penalty (veh) 5
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Conditions PM Peak Hour
01/03/2024 Average of 12 Runs
Fehr & Peers Page 17
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 96
Average Queue (ft) 59
95th Queue (ft) 85
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 33
Lanes, Volumes, Timings Existing Conditions
1: Main Street & SR 99 SB Off Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 280 317 374 708 0 0 0 0 79 1 116 Future Volume (vph) 0 280 317 374 708 0 0 0 0 79 1 116
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.851
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1570 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1570 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 6
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 322 364 430 814 0 0 0 0 91 1 133
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 322 364 430 814 0 0 0 0 91 134 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations
Traffic Volume (vph) 1 309 30 61 2 45 56 450 1 108 319 120 Future Volume (vph) 1 309 30 61 2 45 56 450 1 108 319 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 105 0
Storage Lanes 010110
Taper Length (ft) 25 25 70
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.967
Flt Protected 0.956 0.978 0.990
Satd. Flow (prot) 0 0 1763 1568 0 0 1804 1568 0 0 3355 0 Flt Permitted 0.956 0.978 0.990
Satd. Flow (perm) 0 0 1763 1568 0 0 1804 1568 0 0 3355 0 Link Speed (mph) 35 35 35
Link Distance (ft) 1259 173 862
Travel Time (s) 24.5 3.4 16.8
Confl. Peds. (#/hr) 2 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 1 355 34 70 2 52 64 517 1 124 367 138
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 390 70 0 0 118 517 0 0 630 0
Enter Blocked Intersection No Yes Yes Yes No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft) 12 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 9 15 9 9 15 9 9 15 9
Sign Control Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 4 153 75 127
Future Volume (vph) 4 153 75 127
Ideal Flow (vphpl) 1900 1900 1900 1900
Storage Length (ft) 0 0
Storage Lanes 0 1
Taper Length (ft) 25
Lane Util. Factor 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.850
Flt Protected 0.967
Satd. Flow (prot) 0 0 1784 1568
Flt Permitted 0.967
Satd. Flow (perm) 0 0 1784 1568
Link Speed (mph) 30
Link Distance (ft) 1232
Travel Time (s) 28.0
Confl. Peds. (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87
Adj. Flow (vph) 5 176 86 146
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 267 146
Enter Blocked Intersection No No No No
Lane Alignment R NA Left Left Right
Median Width(ft) 0
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00
Turning Speed (mph) 9 15 9
Sign Control Stop
Intersection Summary
Lanes, Volumes, Timings Existing Conditions
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations
Traffic Volume (vph) 1 52 228 24 1 391 4 1 24 1 1 0
Future Volume (vph) 1 52 228 24 1 391 4 1 24 1 1 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.989 0.999 0.996
Flt Protected 0.991 0.955
Satd. Flow (prot) 0 0 1808 0 0 1843 0 0 0 1755 0 0
Flt Permitted 0.991 0.955
Satd. Flow (perm) 0 0 1808 0 0 1843 0 0 0 1755 0 0
Link Speed (mph) 35 35 25
Link Distance (ft) 173 976 825
Travel Time (s) 3.4 19.0 22.5
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 1 60 262 28 1 449 5 1 28 1 1 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 351 0 0 455 0 0 0 31 0 0
Enter Blocked Intersection No No No No 2 veh 2 veh 2 veh No Yes No No Yes Lane Alignment R NA Left Left Right Left Left Right R NA Left Left Right Left Median Width(ft) 0 0 0
Link Offset(ft) 0 0 -45
Crosswalk Width(ft) 16 16 0
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 9 15 9 15 9 9 15 9 15
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Conditions
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1 137
Future Volume (vph) 1 137
Ideal Flow (vphpl) 1900 1900
Lane Util. Factor 1.00 1.00
Ped Bike Factor
Frt 0.866
Flt Protected
Satd. Flow (prot) 1597 0
Flt Permitted
Satd. Flow (perm) 1597 0
Link Speed (mph) 25
Link Distance (ft) 1027
Travel Time (s) 28.0
Confl. Peds. (#/hr) 1
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.87 0.87
Adj. Flow (vph) 1 157
Shared Lane Traffic (%)
Lane Group Flow (vph) 158 0
Enter Blocked Intersection Yes Yes
Lane Alignment Left Right
Median Width(ft) 0
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Stop
Intersection Summary
Lanes, Volumes, Timings Existing Conditions
13: Dummy link & SR 99 SB On Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 622 70 0000
Future Volume (vph) 622 70 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 715 80 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 715 80 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Conditions
1: Main Street & SR 99 SB Off Ramp PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 267 420 288 558 0 0 0 0 50 0 72
Future Volume (vph) 0 267 420 288 558 0 0 0 0 50 0 72
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1863 1583 1770 3539 0000 1770 1583 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1863 1583 1770 3539 0000 1770 1583 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 1 4
Confl. Bikes (#/hr) 1 4
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 Adj. Flow (vph) 0 281 442 303 587 0 0 0 0 53 0 76
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 281 442 303 587 0 0 0 0 53 76 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 264 31 42 19 23 275 185 305 150 2 167 67 Future Volume (vph) 264 31 42 19 23 275 185 305 150 2 167 67 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 105 0 0
Storage Lanes 0 1 0 1 1 0 0
Taper Length (ft) 25 25 70 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.965
Flt Protected 0.957 0.978 0.986 0.965
Satd. Flow (prot) 0 1783 1583 0 1822 1583 0 3368 0 0 0 1798 Flt Permitted 0.957 0.978 0.986 0.965
Satd. Flow (perm) 0 1783 1583 0 1822 1583 0 3368 0 0 0 1798 Link Speed (mph) 35 35 35 30
Link Distance (ft) 1259 173 862 1232
Travel Time (s) 24.5 3.4 16.8 28.0
Confl. Peds. (#/hr) 1 1
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 Adj. Flow (vph) 278 33 44 20 24 289 195 321 158 2 176 71 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 311 44 0 44 289 0 674 0 0 0 249 Enter Blocked Intersection Yes Yes Yes No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right R NA Left Left Median Width(ft) 12 0 12 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 9 15
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group SBR
Lane Configurations
Traffic Volume (vph) 81
Future Volume (vph) 81
Ideal Flow (vphpl) 1900
Storage Length (ft) 0
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 1.00
Ped Bike Factor
Frt 0.850
Flt Protected
Satd. Flow (prot) 1583
Flt Permitted
Satd. Flow (perm) 1583
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Peak Hour Factor 0.95
Adj. Flow (vph) 85
Shared Lane Traffic (%)
Lane Group Flow (vph) 85
Enter Blocked Intersection No
Lane Alignment Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor 1.00
Turning Speed (mph) 9
Sign Control
Intersection Summary
Lanes, Volumes, Timings Existing Conditions
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations
Traffic Volume (vph) 6 59 266 17 2 234 1 15 2032
Future Volume (vph) 6 59 266 17 2 234 1 15 2032
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.993 0.999 0.875
Flt Protected 0.991 0.957 0.998
Satd. Flow (prot) 0 0 1833 0 0 1861 0 0 1783 0 0 1627
Flt Permitted 0.991 0.957 0.998
Satd. Flow (perm) 0 0 1833 0 0 1861 0 0 1783 0 0 1627
Link Speed (mph) 35 35 25 25
Link Distance (ft) 173 976 825 1027
Travel Time (s) 3.4 19.0 22.5 28.0
Confl. Peds. (#/hr) 1 1 3 1
Confl. Bikes (#/hr) 1 1
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 Adj. Flow (vph) 6 62 280 18 2 246 1 16 2032
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 366 0 0 249 0 0 18 0 0 70
Enter Blocked Intersection No No No No 2 veh 2 veh 2 veh Yes No No Yes Yes Lane Alignment R NA Left Left Right Left Left Right Left Left Right Left Left Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 16 16 0 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 9 15 9 15 9 15 9 15
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Conditions
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group SBR
Lane Configurations
Traffic Volume (vph) 62
Future Volume (vph) 62
Ideal Flow (vphpl) 1900
Lane Util. Factor 1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot) 0
Flt Permitted
Satd. Flow (perm) 0
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.95
Adj. Flow (vph) 65
Shared Lane Traffic (%)
Lane Group Flow (vph) 0
Enter Blocked Intersection Yes
Lane Alignment Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor 1.00
Turning Speed (mph) 9
Sign Control
Intersection Summary
Lanes, Volumes, Timings Existing Conditions
13: Dummy link & SR 99 SB On Ramp PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 638 70 0000
Future Volume (vph) 638 70 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1863 1583 0000
Flt Permitted
Satd. Flow (perm) 1863 1583 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 672 74 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 672 74 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.3 2.7 3.8 0.3
Total Delay (hr) 0.9 1.0 2.1 2.8 0.2 0.0 0.2 7.1
Total Del/Veh (s) 11.5 10.7 20.0 13.9 7.4 7.5 4.6 13.4
Stop Delay (hr) 0.6 0.8 1.7 1.6 0.1 0.0 0.1 4.9
Stop Del/Veh (s) 7.0 9.1 15.6 7.8 5.3 4.2 3.9 9.1
Total Stops 285 321 436 811 81 1 117 2052
Stop/Veh 0.99 0.99 1.13 1.12 1.00 1.00 0.99 1.07
Travel Dist (mi) 45.7 51.5 89.6 167.6 18.4 0.2 26.8 399.8 Travel Time (hr) 2.4 2.9 5.4 8.5 0.7 0.0 1.1 20.9
Avg Speed (mph) 19 18 17 20 26 25 27 19
Fuel Used (gal) 1.2 1.4 3.5 5.9 0.4 0.0 0.6 13.0
Fuel Eff. (mpg) 38.3 37.2 25.9 28.3 44.0 42.1 41.2 30.7 HC Emissions (g) 20 23 64 109 5 0 10 233
CO Emissions (g) 542 621 2050 3546 151 1 281 7191
NOx Emissions (g) 58 65 196 335 18 0 32 705
Vehicles Entered 284 321 382 716 81 1 117 1902
Vehicles Exited 285 320 381 715 81 1 117 1900
Hourly Exit Rate 285 320 381 715 81 1 117 1900
Input Volume 281 317 379 710 83 1 116 1887
% of Volume 101 101 101 101 98 100 101 101
Denied Entry Before 00000000
Denied Entry After 00000000
Density (ft/veh) 375
Occupancy (veh) 2 3 5 8 1 0 1 21
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 1.6 0.7 Total Delay (hr) 0.0 2.5 0.3 0.1 0.0 0.1 0.2 0.7 0.0 0.5 1.6 0.5 Total Del/Veh (s) 21.6 27.5 30.4 4.1 5.6 9.1 12.0 5.5 15.3 18.0 13.9 Stop Delay (hr) 0.0 2.4 0.3 0.1 0.0 0.1 0.1 0.6 0.0 0.4 1.0 0.4 Stop Del/Veh (s) 21.8 26.9 27.6 3.7 5.6 7.9 9.3 5.0 11.5 11.5 11.7 Total Stops 1 295 30 70 2 47 54 132 1 116 323 124
Stop/Veh 1.00 0.90 0.91 0.99 0.67 1.00 1.00 0.29 1.00 1.03 1.01 Travel Dist (mi) 0.0 15.5 1.6 3.4 0.1 1.3 1.4 9.7 0.1 17.7 48.5 19.0 Travel Time (hr) 0.0 3.1 0.3 0.2 0.0 0.2 0.2 1.3 0.0 1.2 3.0 1.1 Avg Speed (mph) 4 5 5 14 7 7 6 7 16 17 17 17
Fuel Used (gal) 0.0 0.8 0.1 0.1 0.0 0.1 0.1 0.5 0.0 0.5 1.4 0.5 Fuel Eff. (mpg) 16.0 18.8 18.5 44.0 22.2 21.2 19.6 21.6 36.9 32.6 35.6 37.1 HC Emissions (g) 0 5 0 1 0 0 1 4 0 8 19 9
CO Emissions (g) 0 130 13 27 0 10 14 92 0 319 724 295
NOx Emissions (g) 0 12 1 2 0 1 2 12 0 24 55 25
Vehicles Entered 1 324 33 71 3 47 54 456 0 115 313 122
Vehicles Exited 1 324 33 70 2 47 54 455 0 115 314 122
Hourly Exit Rate 1 324 33 70 2 47 54 455 0 115 314 122
Input Volume 1 316 32 72 2 45 56 450 1 116 319 120
% of Volume 100 103 105 98 100 104 96 101 0 99 98 102
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 030000010131
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement SBU SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.3
Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.5
Total Delay (hr) 0.0 0.8 0.4 0.3 7.9
Total Del/Veh (s) 18.9 18.4 18.9 7.0 14.8
Stop Delay (hr) 0.0 0.6 0.3 0.2 6.6
Stop Del/Veh (s) 16.7 14.6 13.8 4.7 12.3
Total Stops 4 155 73 132 1559
Stop/Veh 1.00 0.99 0.97 0.99 0.81
Travel Dist (mi) 1.0 36.4 17.1 31.1 203.7
Travel Time (hr) 0.1 2.0 0.9 1.4 15.2
Avg Speed (mph) 17 18 18 23 14
Fuel Used (gal) 0.0 1.3 0.6 1.0 6.9
Fuel Eff. (mpg) 28.3 28.2 28.4 30.3 29.3
HC Emissions (g) 0 21 10 28 107
CO Emissions (g) 15 711 345 760 3456
NOx Emissions (g) 1 63 31 79 307
Vehicles Entered 4 155 73 133 1904
Vehicles Exited 4 156 74 132 1903
Hourly Exit Rate 4 156 74 132 1903
Input Volume 4 153 76 132 1894
% of Volume 94 102 98 100 101
Denied Entry Before 00000
Denied Entry After 00000
Density (ft/veh) 326
Occupancy (veh) 0 2 1 1 15
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBT Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.1 0.1 0.1 0.3 0.1
Total Delay (hr) 0.0 0.1 0.1 0.0 0.0 0.9 0.0 0.0 0.1 0.0 0.0 0.0 Total Del/Veh (s) 5.7 1.6 1.1 8.3 6.6 2.9 15.2 12.8 4.0 Stop Delay (hr) 0.0 0.1 0.1 0.0 0.0 0.5 0.0 0.0 0.1 0.0 0.0 0.0 Stop Del/Veh (s) 5.0 1.1 0.9 4.6 5.2 2.6 13.5 9.8 3.7
Total Stops 0 29 9 0 0 85 1 1 26 1 2 0
Stop/Veh 0.52 0.04 0.00 0.21 0.20 1.00 1.00 1.00 1.00
Travel Dist (mi) 0.0 1.2 5.1 0.5 0.1 71.8 0.9 0.1 3.9 0.2 0.3 0.1 Travel Time (hr) 0.0 0.2 0.4 0.0 0.0 2.9 0.0 0.0 0.3 0.0 0.0 0.0 Avg Speed (mph) 2 7 12 12 30 25 23 20 15 17 20 18
Fuel Used (gal) 0.0 0.1 0.4 0.0 0.0 1.6 0.0 0.0 0.1 0.0 0.0 0.0 Fuel Eff. (mpg) 7.1 15.0 11.8 19.6 49.7 44.2 43.9 36.2 35.9 31.7 39.9 36.8 HC Emissions (g) 0 1 9 1 0 28 0 0 2 0 0 0
CO Emissions (g) 0 21 300 12 0 798 7 0 27 1 1 1
NOx Emissions (g) 0 3 30 2 0 86 004000
Vehicles Entered 0 56 235 23 0 394 5 1 25 1 2 0
Vehicles Exited 0 56 235 23 0 394 5 1 26 1 2 0
Hourly Exit Rate 0 56 235 23 0 394 5 1 26 1 2 0
Input Volume 1 52 230 24 1 391 4 1 24 1 1 1
% of Volume 0 108 102 95 0 101 118 100 107 100 200 0
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 000003000000
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement SBR All
Denied Delay (hr) 0.0 0.0
Denied Del/Veh (s) 0.2 0.1
Total Delay (hr) 0.4 1.7
Total Del/Veh (s) 11.2 6.8
Stop Delay (hr) 0.4 1.2
Stop Del/Veh (s) 10.4 4.8
Total Stops 140 294
Stop/Veh 0.99 0.33
Travel Dist (mi) 26.2 110.2
Travel Time (hr) 1.5 5.4
Avg Speed (mph) 17 21
Fuel Used (gal) 0.7 3.0
Fuel Eff. (mpg) 36.1 36.3
HC Emissions (g) 10 50
CO Emissions (g) 193 1361
NOx Emissions (g) 24 150
Vehicles Entered 139 881
Vehicles Exited 140 883
Hourly Exit Rate 140 883
Input Volume 137 868
% of Volume 102 102
Denied Entry Before 0 0
Denied Entry After 0 0
Density (ft/veh) 537
Occupancy (veh) 2 5
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 8.0 3.6 0.1 0.0 0.3 0.4
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 6.4 3.2 0.0 0.0 0.0 0.2
Total Stops 20 2 0 0 0 2 24
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi) 0.7 0.1 17.6 0.3 0.0 52.6 71.3
Travel Time (hr) 0.1 0.0 0.5 0.0 0.0 1.5 2.1
Avg Speed (mph) 9 13 36 23 28 36 35
Fuel Used (gal) 0.0 0.0 0.5 0.0 0.0 1.2 1.7
Fuel Eff. (mpg) 38.5 48.7 34.5 64.4 41.4 44.3 41.4
HC Emissions (g) 0 0 17 0 0 22 39
CO Emissions (g) 3 0 454 2 0 466 926
NOx Emissions (g) 0 0 47 0 0 75 123
Vehicles Entered 20 2 288 4 0 409 723
Vehicles Exited 20 2 288 4 0 409 723
Hourly Exit Rate 20 2 288 4 0 409 723
Input Volume 19 2 293 4 1 401 720
% of Volume 105 100 98 94 0 102 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 587
Occupancy (veh) 0000012
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.3 3.9 0.3
Total Delay (hr) 0.7 1.3 1.2 1.9 0.1 0.1 5.3
Total Del/Veh (s) 9.9 11.3 14.4 12.0 6.4 3.5 11.3
Stop Delay (hr) 0.4 1.1 0.8 1.0 0.1 0.1 3.4
Stop Del/Veh (s) 5.3 9.5 10.0 6.3 4.5 3.1 7.4
Total Stops 268 420 340 636 56 74 1794
Stop/Veh 0.99 0.99 1.16 1.14 0.98 1.00 1.07
Travel Dist (mi) 43.1 67.4 68.0 129.7 12.9 16.9 338.0
Travel Time (hr) 2.1 3.8 3.6 6.2 0.5 0.7 16.9
Avg Speed (mph) 21 18 19 21 27 28 20
Fuel Used (gal) 1.1 1.8 2.5 4.4 0.3 0.4 10.5
Fuel Eff. (mpg) 39.3 37.6 27.5 29.1 45.7 42.8 32.2
HC Emissions (g) 14 23 36 68 3 7 150
CO Emissions (g) 419 672 1355 2459 75 170 5149
NOx Emissions (g) 41 67 117 216 10 21 471
Vehicles Entered 269 420 289 552 56 74 1660
Vehicles Exited 268 420 289 552 56 74 1659
Hourly Exit Rate 268 420 289 552 56 74 1659
Input Volume 269 420 293 560 55 72 1669
% of Volume 100 100 99 99 102 102 99
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 463
Occupancy (veh) 2 4 4 6 0 1 17
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.1 1.6 0.8 0.0 0.0 0.0 Total Delay (hr) 0.9 0.1 0.0 0.0 0.1 0.2 0.7 1.2 0.4 0.0 0.6 0.3 Total Del/Veh (s) 12.2 15.4 3.2 7.0 8.7 2.5 12.0 14.3 9.6 13.9 13.7 14.9 Stop Delay (hr) 0.7 0.1 0.0 0.0 0.0 0.1 0.4 0.7 0.3 0.0 0.4 0.2 Stop Del/Veh (s) 10.1 11.2 2.9 5.7 6.1 1.8 8.0 7.8 7.1 10.4 9.7 9.2 Total Stops 259 30 51 18 22 43 193 306 154 1 163 69
Stop/Veh 0.99 0.97 0.98 1.00 0.96 0.16 0.99 1.00 1.00 1.00 0.99 1.00 Travel Dist (mi) 12.4 1.4 2.5 0.5 0.6 5.8 29.8 47.1 23.7 0.3 38.2 16.1 Travel Time (hr) 1.4 0.2 0.2 0.1 0.1 0.6 1.7 2.6 1.3 0.0 1.9 0.8 Avg Speed (mph) 9 8 15 8 8 11 19 19 19 21 20 20
Fuel Used (gal) 0.4 0.0 0.0 0.0 0.0 0.2 0.8 1.2 0.6 0.0 1.3 0.5 Fuel Eff. (mpg) 33.7 31.7 55.2 26.7 25.8 30.9 36.1 39.3 41.1 33.7 29.4 29.5 HC Emissions (g) 1 0 0 0 0 1 11 14 7 0 19 6
CO Emissions (g) 47 9 10 2 8 36 447 571 263 4 695 258
NOx Emissions (g) 5 1 1 0 1 4 31 42 21 0 58 19
Vehicles Entered 260 31 51 18 23 275 193 304 153 1 164 69 Vehicles Exited 260 31 51 18 23 275 192 304 153 1 162 69 Hourly Exit Rate 260 31 51 18 23 275 192 304 153 1 162 69 Input Volume 268 32 50 19 24 275 194 307 150 2 167 67
% of Volume 97 95 102 94 96 100 99 99 102 50 97 103
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 100001221021
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement SBR All
Denied Delay (hr) 0.0 0.3
Denied Del/Veh (s) 0.0 0.7
Total Delay (hr) 0.2 4.7
Total Del/Veh (s) 6.5 10.3
Stop Delay (hr) 0.1 3.2
Stop Del/Veh (s) 4.4 7.0
Total Stops 91 1400
Stop/Veh 1.00 0.85
Travel Dist (mi) 21.3 199.7
Travel Time (hr) 0.9 11.7
Avg Speed (mph) 23 18
Fuel Used (gal) 0.7 5.8
Fuel Eff. (mpg) 30.5 34.2
HC Emissions (g) 14 74
CO Emissions (g) 437 2788
NOx Emissions (g) 41 226
Vehicles Entered 91 1633
Vehicles Exited 91 1630
Hourly Exit Rate 91 1630
Input Volume 88 1644
% of Volume 104 99
Denied Entry Before 0 0
Denied Entry After 0 0
Density (ft/veh) 427
Occupancy (veh) 1 11
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 Total Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s) 6.9 2.8 1.3 0.8 2.7 2.5 0.8 9.6 7.1 6.9 9.2 5.9 Stop Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 6.7 2.2 0.8 0.7 0.7 0.5 0.4 7.9 4.6 5.4 6.3 5.2 Total Stops 2 17 5 0 0 7 0 14 3 3 2 66
Stop/Veh 0.40 0.29 0.02 0.00 0.00 0.03 0.00 1.00 1.00 1.00 1.00 0.99 Travel Dist (mi) 0.1 1.2 5.8 0.4 0.4 41.9 0.3 2.2 0.5 0.5 0.4 12.4 Travel Time (hr) 0.0 0.1 0.5 0.0 0.0 1.3 0.0 0.1 0.0 0.0 0.0 0.6 Avg Speed (mph) 6 10 13 11 30 33 30 18 20 20 20 20
Fuel Used (gal) 0.0 0.1 0.5 0.0 0.0 0.9 0.0 0.1 0.0 0.0 0.0 0.3 Fuel Eff. (mpg) 13.7 16.0 11.8 19.9 41.9 48.8 45.8 40.7 42.1 39.3 38.7 40.4 HC Emissions (g) 0 1 8 0 0 14 0 0 0 0 0 4
CO Emissions (g) 1 22 306 4 3 380 2 5 2 2 1 71
NOx Emissions (g) 0 3 30 1 0 45 010009
Vehicles Entered 5 58 266 19 2 230 2 14 3 2 2 66
Vehicles Exited 5 58 266 19 2 230 2 14 3 3 2 66
Hourly Exit Rate 5 58 266 19 2 230 2 14 3 3 2 66
Input Volume 6 59 268 17 2 234 1 15 2 3 2 62
% of Volume 83 98 99 110 100 98 200 92 150 100 100 106
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 000001000001
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement All
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.1
Total Delay (hr) 0.5
Total Del/Veh (s) 2.6
Stop Delay (hr) 0.3
Stop Del/Veh (s) 1.5
Total Stops 119
Stop/Veh 0.18
Travel Dist (mi) 66.1
Travel Time (hr) 2.8
Avg Speed (mph) 24
Fuel Used (gal) 1.9
Fuel Eff. (mpg) 35.5
HC Emissions (g) 27
CO Emissions (g) 798
NOx Emissions (g) 90
Vehicles Entered 669
Vehicles Exited 670
Hourly Exit Rate 670
Input Volume 671
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 1041
Occupancy (veh) 3
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s) 8.6 7.1 0.0 0.0 0.1 0.2
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 5.4 3.2 0.0 0.0 0.0 0.1
Total Stops 11 1 0 0 0 0 12
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.02
Travel Dist (mi) 0.4 0.0 17.7 0.1 0.1 42.5 60.8
Travel Time (hr) 0.0 0.0 0.6 0.0 0.0 1.4 2.0
Avg Speed (mph) 10 13 32 32 26 32 31
Fuel Used (gal) 0.0 0.0 0.4 0.0 0.0 1.0 1.5
Fuel Eff. (mpg) 41.6 55.0 42.4 44.3 40.9 41.5 41.8
HC Emissions (g) 0 0 8 0 0 13 21
CO Emissions (g) 1 0 138 0 0 240 379
NOx Emissions (g) 0 0 23 0 0 40 63
Vehicles Entered 11 1 288 1 0 331 632
Vehicles Exited 11 1 289 1 0 331 633
Hourly Exit Rate 11 1 289 1 0 331 633
Input Volume 13 1 289 1 1 337 642
% of Volume 83 100 100 100 0 98 99
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 611
Occupancy (veh) 0010012
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.0 0.1 0.0 0.1
Total Del/Veh (s) 0.4 1.0 1.0 0.7
Stop Delay (hr) 0.0 0.0 0.0 0.1
Stop Del/Veh (s) 0.0 0.6 0.5 0.3
Total Stops 0000
Stop/Veh 0.00 0.00 0.00 0.00
Travel Dist (mi) 21.4 15.7 0.9 37.9
Travel Time (hr) 0.7 0.8 0.0 1.5
Avg Speed (mph) 30 20 20 25
Fuel Used (gal) 0.4 1.1 0.1 1.6
Fuel Eff. (mpg) 49.1 13.7 14.2 23.1
HC Emissions (g) 5 22 1 29
CO Emissions (g) 117 1043 49 1210
NOx Emissions (g) 16 72 3 91
Vehicles Entered 342 289 16 647
Vehicles Exited 342 289 16 647
Hourly Exit Rate 342 289 16 647
Input Volume 350 290 15 656
% of Volume 98 100 105 99
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 399
Occupancy (veh) 1102
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.4 1.3 8.6
Stop Delay (hr) 0.6 0.0 0.6
Stop Del/Veh (s) 3.5 0.8 3.2
Total Stops 638 0 638
Stop/Veh 0.99 0.00 0.90
Travel Dist (mi) 46.0 4.7 50.8
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 21 14
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.7 12.3 20.3
HC Emissions (g) 29 9 38
CO Emissions (g) 970 419 1390
NOx Emissions (g) 108 26 134
Vehicles Entered 638 71 709
Vehicles Exited 638 70 708
Hourly Exit Rate 638 70 708
Input Volume 642 71 714
% of Volume 99 98 99
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 197
Occupancy (veh) 4 0 4
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.8
Total Delay (hr) 13.3
Total Del/Veh (s) 22.0
Stop Delay (hr) 7.8
Stop Del/Veh (s) 12.8
Total Stops 3963
Stop/Veh 1.81
Travel Dist (mi) 1078.9
Travel Time (hr) 49.5
Avg Speed (mph) 22
Fuel Used (gal) 36.5
Fuel Eff. (mpg) 29.5
HC Emissions (g) 576
CO Emissions (g) 21311
NOx Emissions (g) 1806
Vehicles Entered 2138
Vehicles Exited 2138
Hourly Exit Rate 2138
Input Volume 8136
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 368
Occupancy (veh) 49
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 125 237 139 79 94 65 63
Average Queue (ft) 64 103 62 45 55 30 29
95th Queue (ft) 100 186 105 70 79 55 52
Link Distance (ft) 847 847 1168 1168 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served LT R LT R LT TR ULT R
Maximum Queue (ft) 188 60 56 144 156 170 148 70
Average Queue (ft) 78 27 22 46 74 74 59 34
95th Queue (ft) 137 53 46 119 128 133 116 56
Link Distance (ft) 207 207 49 49 811 1168 1168
Upstream Blk Time (%) 0 0 5
Queuing Penalty (veh) 0 1 8
Storage Bay Dist (ft) 105
Storage Blk Time (%) 3 2
Queuing Penalty (veh) 8 7
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served ULTR LTR LTR LTR
Maximum Queue (ft) 57 79 34 71
Average Queue (ft) 21 7 13 35
95th Queue (ft) 58 45 36 61
Link Distance (ft) 49 959 802 988
Upstream Blk Time (%) 2
Queuing Penalty (veh) 6
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 11
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB
Directions Served LR
Maximum Queue (ft) 34
Average Queue (ft) 11
95th Queue (ft) 35
Link Distance (ft) 191
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 4
Average Queue (ft) 0
95th Queue (ft) 5
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 92
Average Queue (ft) 58
95th Queue (ft) 83
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 29
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.5 0.1 0.0 0.6
Total Del/Veh (s) 4.0 1.4 1.1 2.9
Stop Delay (hr) 0.3 0.1 0.0 0.4
Stop Del/Veh (s) 2.5 0.7 0.6 1.7
Total Stops 37 0 0 37
Stop/Veh 0.09 0.00 0.00 0.05
Travel Dist (mi) 26.8 15.4 0.5 42.7
Travel Time (hr) 1.2 0.8 0.0 2.0
Avg Speed (mph) 22 20 16 21
Fuel Used (gal) 0.5 1.3 0.0 1.8
Fuel Eff. (mpg) 55.2 11.6 21.0 23.2
HC Emissions (g) 8 32 0 40
CO Emissions (g) 212 1534 13 1759
NOx Emissions (g) 21 97 1 119
Vehicles Entered 429 293 10 732
Vehicles Exited 429 293 10 732
Hourly Exit Rate 429 293 10 732
Input Volume 420 298 8 726
% of Volume 102 98 121 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 300
Occupancy (veh) 1102
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.5 1.4 8.7
Stop Delay (hr) 0.6 0.0 0.6
Stop Del/Veh (s) 3.6 0.8 3.3
Total Stops 630 0 630
Stop/Veh 1.00 0.00 0.89
Travel Dist (mi) 45.9 4.9 50.8
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 22 14
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.7 12.5 20.3
HC Emissions (g) 36 10 46
CO Emissions (g) 1088 446 1534
NOx Emissions (g) 126 29 154
Vehicles Entered 629 73 702
Vehicles Exited 630 73 703
Hourly Exit Rate 630 73 703
Input Volume 627 70 698
% of Volume 100 104 101
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 198
Occupancy (veh) 3 0 4
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.8
Total Delay (hr) 20.3
Total Del/Veh (s) 30.4
Stop Delay (hr) 13.8
Stop Del/Veh (s) 20.6
Total Stops 4596
Stop/Veh 1.91
Travel Dist (mi) 1241.3
Travel Time (hr) 61.1
Avg Speed (mph) 20
Fuel Used (gal) 43.7
Fuel Eff. (mpg) 28.4
HC Emissions (g) 861
CO Emissions (g) 28985
NOx Emissions (g) 2607
Vehicles Entered 2356
Vehicles Exited 2357
Hourly Exit Rate 2357
Input Volume 9131
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 297
Occupancy (veh) 61
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 153 202 222 100 102 74 82
Average Queue (ft) 72 86 92 57 65 35 37
95th Queue (ft) 120 152 175 84 91 61 63
Link Distance (ft) 847 847 1168 1168 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 1
Queuing Penalty (veh) 3
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served ULT R ULT R ULT TR ULT R
Maximum Queue (ft) 274 76 94 162 165 242 172 75
Average Queue (ft) 135 32 42 99 75 88 70 40
95th Queue (ft) 259 58 75 176 139 184 137 64
Link Distance (ft) 207 207 49 49 811 1168 1168
Upstream Blk Time (%) 13 4 21
Queuing Penalty (veh) 28 11 59
Storage Bay Dist (ft) 105
Storage Blk Time (%) 4 5
Queuing Penalty (veh) 14 14
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served ULTR LTR ULTR LTR
Maximum Queue (ft) 61 249 64 117
Average Queue (ft) 32 50 20 54
95th Queue (ft) 69 175 49 95
Link Distance (ft) 49 959 802 988
Upstream Blk Time (%) 4
Queuing Penalty (veh) 11
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 11
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB NB SB
Directions Served LR TR LT
Maximum Queue (ft) 56 3 10
Average Queue (ft) 18 0 0
95th Queue (ft) 48 4 9
Link Distance (ft) 191 277 676
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 157
Average Queue (ft) 17
95th Queue (ft) 106
Link Distance (ft) 277
Upstream Blk Time (%) 0
Queuing Penalty (veh) 2
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 96
Average Queue (ft) 62
95th Queue (ft) 89
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 141
Lanes, Volumes, Timings Existing Plus Hotel Conditions
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 281 317 379 710 0 0 0 0 83 1 116 Future Volume (vph) 0 281 317 379 710 0 0 0 0 83 1 116
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.851
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1570 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1570 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 6
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 323 364 436 816 0 0 0 0 95 1 133
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 323 364 436 816 0 0 0 0 95 134 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations
Traffic Volume (vph) 1 316 31 72 2 45 56 450 1 116 319 120 Future Volume (vph) 1 316 31 72 2 45 56 450 1 116 319 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 105 0
Storage Lanes 010110
Taper Length (ft) 25 25 70
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 Ped Bike Factor
Frt 0.850 0.850 0.968
Flt Protected 0.956 0.978 0.990
Satd. Flow (prot) 0 0 1763 1568 0 0 1804 1568 0 0 3359 0 Flt Permitted 0.956 0.978 0.990
Satd. Flow (perm) 0 0 1763 1568 0 0 1804 1568 0 0 3359 0 Link Speed (mph) 35 35 35
Link Distance (ft) 288 173 862
Travel Time (s) 5.6 3.4 16.8
Confl. Peds. (#/hr) 2 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 1 363 36 83 2 52 64 517 1 133 367 138
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 400 83 0 0 118 517 0 0 639 0
Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft) 12 0 12
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 9 15 9 9 15 9 9 15 9
Sign Control Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group SBU SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 4 153 75 132
Future Volume (vph) 4 153 75 132
Ideal Flow (vphpl) 1900 1900 1900 1900
Storage Length (ft) 0 0
Storage Lanes 0 1
Taper Length (ft) 25
Lane Util. Factor 1.00 1.00 1.00 1.00
Ped Bike Factor
Frt 0.850
Flt Protected 0.967
Satd. Flow (prot) 0 0 1784 1568
Flt Permitted 0.967
Satd. Flow (perm) 0 0 1784 1568
Link Speed (mph) 30
Link Distance (ft) 1232
Travel Time (s) 28.0
Confl. Peds. (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87
Adj. Flow (vph) 5 176 86 152
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 267 152
Enter Blocked Intersection No No No No
Lane Alignment R NA Left Left Right
Median Width(ft) 0
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00 1.00 1.00
Turning Speed (mph) 9 15 9
Sign Control Stop
Intersection Summary
Lanes, Volumes, Timings Existing Plus Hotel Conditions
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations
Traffic Volume (vph) 1 52 229 24 1 391 4 1 24 1 1 0
Future Volume (vph) 1 52 229 24 1 391 4 1 24 1 1 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.989 0.999 0.996
Flt Protected 0.991 0.955
Satd. Flow (prot) 0 0 1808 0 0 1843 0 0 0 1755 0 0
Flt Permitted 0.991 0.955
Satd. Flow (perm) 0 0 1808 0 0 1843 0 0 0 1755 0 0
Link Speed (mph) 35 35 25
Link Distance (ft) 173 976 825
Travel Time (s) 3.4 19.0 22.5
Confl. Peds. (#/hr) 3
Confl. Bikes (#/hr)
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 1 60 263 28 1 449 5 1 28 1 1 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 352 0 0 455 0 0 0 31 0 0
Enter Blocked Intersection No No No No 2 veh 2 veh 2 veh No Yes No No Yes Lane Alignment R NA Left Left Right Left Left Right R NA Left Left Right Left Median Width(ft) 0 0 0
Link Offset(ft) 0 0 -45
Crosswalk Width(ft) 16 0 0
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 9 15 9 15 9 9 15 9 15
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group SBT SBR
Lane Configurations
Traffic Volume (vph) 1 137
Future Volume (vph) 1 137
Ideal Flow (vphpl) 1900 1900
Lane Util. Factor 1.00 1.00
Ped Bike Factor
Frt 0.866
Flt Protected
Satd. Flow (prot) 1597 0
Flt Permitted
Satd. Flow (perm) 1597 0
Link Speed (mph) 25
Link Distance (ft) 1027
Travel Time (s) 28.0
Confl. Peds. (#/hr) 1
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.87 0.87
Adj. Flow (vph) 1 157
Shared Lane Traffic (%)
Lane Group Flow (vph) 158 0
Enter Blocked Intersection Yes Yes
Lane Alignment Left Right
Median Width(ft) 0
Link Offset(ft) 0
Crosswalk Width(ft) 16
Two way Left Turn Lane
Headway Factor 1.00 1.00
Turning Speed (mph) 9
Sign Control Stop
Intersection Summary
Lanes, Volumes, Timings Existing Plus Hotel Conditions
4: Frontage Rd & Hotel Driveway 2 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 19 2 293 4 1 401
Future Volume (vph) 19 2 293 4 1 401
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.989 0.998
Flt Protected 0.956
Satd. Flow (prot) 1744 0 1841 0 0 1845
Flt Permitted 0.956
Satd. Flow (perm) 1744 0 1841 0 0 1845
Link Speed (mph) 25 35 35
Link Distance (ft) 219 326 698
Travel Time (s) 6.0 6.4 13.6
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 22 2 337 5 1 461
Shared Lane Traffic (%)
Lane Group Flow (vph) 24 0 342 0 0 462
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
5: Frontage Rd & Hotel Driveway 1 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 420 297 8 0 0
Future Volume (vph) 0 420 297 8 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.997
Flt Protected
Satd. Flow (prot) 0 1845 1839 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1839 0 0 0
Link Speed (mph) 35 35 30
Link Distance (ft) 326 288 215
Travel Time (s) 6.4 5.6 4.9
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 0 483 341 9 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 483 350 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
13: Dummy link & SR 99 SB On Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 8
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 627 70 0000
Future Volume (vph) 627 70 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 721 80 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 721 80 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 269 420 293 559 0 0 0 0 55 0 72
Future Volume (vph) 0 269 420 293 559 0 0 0 0 55 0 72
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1863 1583 1770 3539 0000 1770 1583 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1863 1583 1770 3539 0000 1770 1583 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 1 4
Confl. Bikes (#/hr) 1 4
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 Adj. Flow (vph) 0 283 442 308 588 0 0 0 0 58 0 76
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 283 442 308 588 0 0 0 0 58 76 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 268 32 50 19 23 275 194 307 150 2 167 67 Future Volume (vph) 268 32 50 19 23 275 194 307 150 2 167 67 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 105 0 0
Storage Lanes 0 1 0 1 1 0 0
Taper Length (ft) 25 25 70 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.965
Flt Protected 0.957 0.978 0.985 0.965
Satd. Flow (prot) 0 1783 1583 0 1822 1583 0 3364 0 0 0 1798 Flt Permitted 0.957 0.978 0.985 0.965
Satd. Flow (perm) 0 1783 1583 0 1822 1583 0 3364 0 0 0 1798 Link Speed (mph) 35 35 35 30
Link Distance (ft) 288 173 862 1232
Travel Time (s) 5.6 3.4 16.8 28.0
Confl. Peds. (#/hr) 1 1
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 Adj. Flow (vph) 282 34 53 20 24 289 204 323 158 2 176 71 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 316 53 0 44 289 0 685 0 0 0 249 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 R NA Left Left Median Width(ft) 12 0 12 0
Link Offset(ft) 0 0 0 0
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 9 15
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group SBR
Lane Configurations
Traffic Volume (vph) 88
Future Volume (vph) 88
Ideal Flow (vphpl) 1900
Storage Length (ft) 0
Storage Lanes 1
Taper Length (ft)
Lane Util. Factor 1.00
Ped Bike Factor
Frt 0.850
Flt Protected
Satd. Flow (prot) 1583
Flt Permitted
Satd. Flow (perm) 1583
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr)
Peak Hour Factor 0.95
Adj. Flow (vph) 93
Shared Lane Traffic (%)
Lane Group Flow (vph) 93
Enter Blocked Intersection No
Lane Alignment Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor 1.00
Turning Speed (mph) 9
Sign Control
Intersection Summary
Lanes, Volumes, Timings Existing Plus Hotel Conditions
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations
Traffic Volume (vph) 6 59 267 17 2 234 1 15 2032
Future Volume (vph) 6 59 267 17 2 234 1 15 2032
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.993 0.999 0.875
Flt Protected 0.991 0.957 0.998
Satd. Flow (prot) 0 0 1833 0 0 1861 0 0 1783 0 0 1627
Flt Permitted 0.991 0.957 0.998
Satd. Flow (perm) 0 0 1833 0 0 1861 0 0 1783 0 0 1627
Link Speed (mph) 35 35 25 25
Link Distance (ft) 173 976 825 1027
Travel Time (s) 3.4 19.0 22.5 28.0
Confl. Peds. (#/hr) 1 1 3 1
Confl. Bikes (#/hr) 1 1
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 Adj. Flow (vph) 6 62 281 18 2 246 1 16 2032
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 0 367 0 0 249 0 0 18 0 0 70
Enter Blocked Intersection No No No No 2 veh 2 veh 2 veh Yes No No Yes Yes Lane Alignment R NA Left Left Right Left Left Right Left Left Right Left Left Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 16 0 0 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 9 15 9 15 9 15 9 15
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group SBR
Lane Configurations
Traffic Volume (vph) 62
Future Volume (vph) 62
Ideal Flow (vphpl) 1900
Lane Util. Factor 1.00
Ped Bike Factor
Frt
Flt Protected
Satd. Flow (prot) 0
Flt Permitted
Satd. Flow (perm) 0
Link Speed (mph)
Link Distance (ft)
Travel Time (s)
Confl. Peds. (#/hr) 2
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.95
Adj. Flow (vph) 65
Shared Lane Traffic (%)
Lane Group Flow (vph) 0
Enter Blocked Intersection Yes
Lane Alignment Right
Median Width(ft)
Link Offset(ft)
Crosswalk Width(ft)
Two way Left Turn Lane
Headway Factor 1.00
Turning Speed (mph) 9
Sign Control
Intersection Summary
Lanes, Volumes, Timings Existing Plus Hotel Conditions
4: Frontage Rd & Hotel Driveway 2 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 13 1 289 1 1 337
Future Volume (vph) 13 1 289 1 1 337
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.991
Flt Protected 0.955
Satd. Flow (prot) 1763 0 1863 0 0 1863
Flt Permitted 0.955
Satd. Flow (perm) 1763 0 1863 0 0 1863
Link Speed (mph) 30 30 30
Link Distance (ft) 219 326 698
Travel Time (s) 5.0 7.4 15.9
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 14 1 304 1 1 355
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 0 305 0 0 356
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 60 60 60 60
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.4 3.0 3.8 0.3
Total Delay (hr) 1.1 1.0 2.6 2.2 0.2 0.0 0.2 7.3
Total Del/Veh (s) 13.2 11.2 24.8 11.4 7.7 9.1 4.6 13.8
Stop Delay (hr) 0.7 0.9 2.2 1.0 0.1 0.0 0.1 5.0
Stop Del/Veh (s) 8.8 9.7 20.8 5.0 5.6 5.0 3.9 9.5
Total Stops 287 323 381 696 83 1 118 1889
Stop/Veh 0.99 0.99 0.99 1.00 0.99 1.00 0.99 0.99
Travel Dist (mi) 46.0 51.7 87.8 160.9 18.9 0.2 27.1 392.6 Travel Time (hr) 2.5 2.9 5.6 7.3 0.8 0.0 1.1 20.2
Avg Speed (mph) 18 18 16 22 25 25 27 20
Fuel Used (gal) 1.2 1.4 3.2 5.1 0.4 0.0 0.7 12.1
Fuel Eff. (mpg) 36.9 36.8 27.0 31.5 43.9 42.4 40.6 32.4 HC Emissions (g) 19 21 53 97 6 0 12 208
CO Emissions (g) 533 593 1708 2905 158 1 319 6217
NOx Emissions (g) 55 60 165 299 20 0 37 637
Vehicles Entered 287 322 380 694 83 1 119 1886
Vehicles Exited 287 323 381 692 83 1 118 1885
Hourly Exit Rate 287 323 381 692 83 1 118 1885
Input Volume 281 317 379 710 83 1 116 1887
% of Volume 102 102 101 97 100 100 102 100
Denied Entry Before 00000000
Denied Entry After 00000000
Density (ft/veh) 386
Occupancy (veh) 3 3 6 7 1 0 1 20
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.7 3.3 0.0 0.0 0.0 Total Delay (hr) 2.5 0.2 0.1 0.3 0.4 1.4 1.1 2.4 0.2 2.1 0.6 0.6 Total Del/Veh (s) 28.2 28.4 7.4 22.7 25.3 11.4 32.5 27.7 6.5 47.0 26.9 15.3 Stop Delay (hr) 2.0 0.2 0.1 0.3 0.4 1.2 0.9 1.8 0.1 1.8 0.5 0.4 Stop Del/Veh (s) 23.2 24.4 6.9 21.6 22.8 9.2 28.4 21.1 4.6 40.8 21.7 10.0 Total Stops 239 23 54 32 39 335 102 226 89 153 54 103
Stop/Veh 0.75 0.77 0.75 0.71 0.68 0.74 0.85 0.73 0.75 0.97 0.71 0.74 Travel Dist (mi) 14.4 1.4 3.3 1.2 1.6 12.4 18.5 47.9 18.3 36.1 17.6 32.5 Travel Time (hr) 2.9 0.3 0.3 0.4 0.5 1.9 1.8 3.7 0.9 3.2 1.1 1.6 Avg Speed (mph) 5 5 11 4 3 7 11 13 22 11 16 20
Fuel Used (gal) 0.9 0.1 0.1 0.1 0.2 0.8 0.8 1.7 0.5 1.6 0.7 1.2 Fuel Eff. (mpg) 15.3 18.1 38.3 12.2 10.2 16.1 24.5 28.0 35.0 22.2 25.2 28.0 HC Emissions (g) 7 0 1 0 2 9 11 25 9 24 13 24
CO Emissions (g) 181 14 21 17 57 247 401 817 366 774 394 735 NOx Emissions (g) 23 1 2 2 5 29 31 74 26 70 38 72
Vehicles Entered 315 30 72 45 57 450 119 307 117 156 75 139 Vehicles Exited 315 30 72 45 57 451 118 308 117 155 75 139 Hourly Exit Rate 315 30 72 45 57 451 118 308 117 155 75 139 Input Volume 317 33 72 45 57 452 116 320 120 157 76 132 % of Volume 99 92 100 100 100 100 102 96 97 99 99 106
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 300002241312
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.3
Denied Del/Veh (s) 0.5
Total Delay (hr) 11.9
Total Del/Veh (s) 22.6
Stop Delay (hr) 9.7
Stop Del/Veh (s) 18.5
Total Stops 1449
Stop/Veh 0.76
Travel Dist (mi) 205.2
Travel Time (hr) 18.6
Avg Speed (mph) 11
Fuel Used (gal) 8.6
Fuel Eff. (mpg) 23.9
HC Emissions (g) 126
CO Emissions (g) 4025
NOx Emissions (g) 373
Vehicles Entered 1882
Vehicles Exited 1882
Hourly Exit Rate 1882
Input Volume 1896
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 312
Occupancy (veh) 18
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.1 Total Delay (hr) 0.1 0.2 0.0 0.0 0.7 0.0 0.2 0.0 0.0 0.0 0.6 1.7 Total Del/Veh (s) 6.1 2.7 1.5 6.0 3.5 36.8 11.0 8.9 12.3 14.4 7.2 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 0.5 1.2 Stop Del/Veh (s) 4.5 0.9 1.0 3.0 2.7 35.0 8.4 8.7 10.4 13.8 5.1 Total Stops 27 15 2 0 57 1 23 1 1 1 136 264
Stop/Veh 0.53 0.07 0.08 0.14 0.20 1.00 1.00 1.00 1.00 0.99 0.30 Travel Dist (mi) 1.4 6.1 0.7 0.1 71.7 0.9 3.5 0.1 0.2 0.1 26.0 110.6 Travel Time (hr) 0.2 0.4 0.1 0.0 2.6 0.0 0.4 0.0 0.0 0.0 1.6 5.3 Avg Speed (mph) 8 14 12 29 28 27 9 17 18 14 16 21
Fuel Used (gal) 0.1 0.5 0.0 0.0 1.6 0.0 0.1 0.0 0.0 0.0 0.7 3.2 Fuel Eff. (mpg) 17.6 12.3 20.9 36.2 43.6 49.6 25.7 32.1 38.3 32.3 35.2 35.1 HC Emissions (g) 1 9 1 0 28 0 2 0 0 0 10 51
CO Emissions (g) 23 360 16 1 794 5 41 1 1 0 196 1438
NOx Emissions (g) 3 32 2 0 88 0 5 0 0 0 25 156
Vehicles Entered 51 227 25 0 393 5 23 1 1 1 136 863
Vehicles Exited 51 227 25 0 393 5 23 1 1 1 137 864
Hourly Exit Rate 51 227 25 0 393 5 23 1 1 1 137 864
Input Volume 52 235 24 1 393 4 24 1 1 1 137 873
% of Volume 99 97 103 0 100 118 95 100 100 100 100 99
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 553
Occupancy (veh) 000030000025
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 7.1 4.4 0.2 0.1 0.2 0.4
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 5.6 4.0 0.0 0.0 0.0 0.2
Total Stops 20 3 0 0 0 0 23
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi) 0.7 0.1 18.3 0.3 0.1 50.9 70.4
Travel Time (hr) 0.1 0.0 0.5 0.0 0.0 1.4 2.0
Avg Speed (mph) 10 11 36 23 28 37 35
Fuel Used (gal) 0.0 0.0 0.5 0.0 0.0 1.2 1.7
Fuel Eff. (mpg) 38.3 39.3 35.0 63.0 51.8 43.7 41.1
HC Emissions (g) 0 0 15 0 0 18 33
CO Emissions (g) 5 0 404 2 0 383 794
NOx Emissions (g) 0 0 45 0 0 65 111
Vehicles Entered 20 3 298 6 0 397 724
Vehicles Exited 20 3 298 6 0 396 723
Hourly Exit Rate 20 3 298 6 0 396 723
Input Volume 19 2 293 4 1 402 721
% of Volume 105 150 102 141 0 99 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 591
Occupancy (veh) 0010012
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.2 0.1 0.0 0.3
Total Del/Veh (s) 1.5 1.8 1.0 1.6
Stop Delay (hr) 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 0.2 0.3 0.3 0.2
Total Stops 8008
Stop/Veh 0.02 0.00 0.00 0.01
Travel Dist (mi) 26.1 15.4 0.5 42.0
Travel Time (hr) 0.9 0.7 0.0 1.6
Avg Speed (mph) 29 23 18 27
Fuel Used (gal) 0.4 1.2 0.0 1.7
Fuel Eff. (mpg) 59.6 12.6 25.3 25.0
HC Emissions (g) 8 29 0 37
CO Emissions (g) 213 1395 11 1618
NOx Emissions (g) 22 89 1 112
Vehicles Entered 416 306 10 732
Vehicles Exited 416 305 10 731
Hourly Exit Rate 416 305 10 731
Input Volume 421 298 8 727
% of Volume 99 102 121 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 384
Occupancy (veh) 1102
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.5 1.3 8.6
Stop Delay (hr) 0.6 0.0 0.6
Stop Del/Veh (s) 3.6 0.8 3.3
Total Stops 632 0 632
Stop/Veh 1.00 0.00 0.89
Travel Dist (mi) 45.2 4.9 50.1
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 21 14
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.6 12.3 20.1
HC Emissions (g) 33 10 43
CO Emissions (g) 1018 450 1468
NOx Emissions (g) 118 29 147
Vehicles Entered 632 73 705
Vehicles Exited 632 74 706
Hourly Exit Rate 632 74 706
Input Volume 627 70 698
% of Volume 101 105 101
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 195
Occupancy (veh) 3 0 4
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.8
Total Delay (hr) 24.3
Total Del/Veh (s) 36.5
Stop Delay (hr) 16.9
Stop Del/Veh (s) 25.4
Total Stops 4265
Stop/Veh 1.78
Travel Dist (mi) 1228.2
Travel Time (hr) 63.1
Avg Speed (mph) 20
Fuel Used (gal) 44.1
Fuel Eff. (mpg) 27.8
HC Emissions (g) 835
CO Emissions (g) 27931
NOx Emissions (g) 2557
Vehicles Entered 2341
Vehicles Exited 2339
Hourly Exit Rate 2339
Input Volume 9142
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 301
Occupancy (veh) 63
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 184 175 282 232 167 77 74
Average Queue (ft) 82 86 129 79 81 36 37
95th Queue (ft) 145 149 250 211 142 62 60
Link Distance (ft) 847 847 1153 1153 1204
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 5
Queuing Penalty (veh) 21
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB WB NB NB NB SB SB
Directions Served L TR L T R L T R L TR
Maximum Queue (ft) 259 117 84 154 73 183 294 164 230 197 Average Queue (ft) 155 46 29 94 67 74 140 35 103 79
95th Queue (ft) 248 90 67 162 81 140 238 92 206 155
Link Distance (ft) 194 194 73 73 815 1153 1153
Upstream Blk Time (%) 5 0 1 12 13
Queuing Penalty (veh) 11 0 3 34 0
Storage Bay Dist (ft) 25 200 200
Storage Blk Time (%) 27 46 0 2
Queuing Penalty (veh) 122 26 0 6
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 82 244 77 145
Average Queue (ft) 32 42 21 59
95th Queue (ft) 84 157 56 116
Link Distance (ft) 73 959 800 1005
Upstream Blk Time (%) 2
Queuing Penalty (veh) 6
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB NB SB
Directions Served LR TR LT
Maximum Queue (ft) 59 2 2
Average Queue (ft) 18 0 0
95th Queue (ft) 50 2 3
Link Distance (ft) 179 277 675
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 76
Average Queue (ft) 7
95th Queue (ft) 43
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 94
Average Queue (ft) 61
95th Queue (ft) 87
Link Distance (ft) 326
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 228
Lanes, Volumes, Timings Existing Plus Hotel Conditions
5: Frontage Rd & Hotel Driveway 1 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 350 290 15 0 0
Future Volume (vph) 0 350 290 15 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993
Flt Protected
Satd. Flow (prot) 0 1863 1850 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1863 1850 0 0 0
Link Speed (mph) 30 30 30
Link Distance (ft) 326 288 215
Travel Time (s) 7.4 6.5 4.9
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 0 368 305 16 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 368 321 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 60 60 60 60
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel Conditions
13: Dummy link & SR 99 SB On Ramp PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 8
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 642 71 0000
Future Volume (vph) 642 71 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1863 1583 0000
Flt Permitted
Satd. Flow (perm) 1863 1583 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 676 75 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 676 75 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBT SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.4 3.0 3.8 0.3
Total Delay (hr) 1.1 1.0 2.6 2.2 0.2 0.0 0.2 7.3
Total Del/Veh (s) 13.2 11.2 24.8 11.4 7.7 9.1 4.6 13.8
Stop Delay (hr) 0.7 0.9 2.2 1.0 0.1 0.0 0.1 5.0
Stop Del/Veh (s) 8.8 9.7 20.8 5.0 5.6 5.0 3.9 9.5
Total Stops 287 323 381 696 83 1 118 1889
Stop/Veh 0.99 0.99 0.99 1.00 0.99 1.00 0.99 0.99
Travel Dist (mi) 46.0 51.7 87.8 160.9 18.9 0.2 27.1 392.6 Travel Time (hr) 2.5 2.9 5.6 7.3 0.8 0.0 1.1 20.2
Avg Speed (mph) 18 18 16 22 25 25 27 20
Fuel Used (gal) 1.2 1.4 3.2 5.1 0.4 0.0 0.7 12.1
Fuel Eff. (mpg) 36.9 36.8 27.0 31.5 43.9 42.4 40.6 32.4 HC Emissions (g) 19 21 53 97 6 0 12 208
CO Emissions (g) 533 593 1708 2905 158 1 319 6217
NOx Emissions (g) 55 60 165 299 20 0 37 637
Vehicles Entered 287 322 380 694 83 1 119 1886
Vehicles Exited 287 323 381 692 83 1 118 1885
Hourly Exit Rate 287 323 381 692 83 1 118 1885
Input Volume 281 317 379 710 83 1 116 1887
% of Volume 102 102 101 97 100 100 102 100
Denied Entry Before 00000000
Denied Entry After 00000000
Density (ft/veh) 386
Occupancy (veh) 3 3 6 7 1 0 1 20
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.7 3.3 0.0 0.0 0.0 Total Delay (hr) 2.5 0.2 0.1 0.3 0.4 1.4 1.1 2.4 0.2 2.1 0.6 0.6 Total Del/Veh (s) 28.2 28.4 7.4 22.7 25.3 11.4 32.5 27.7 6.5 47.0 26.9 15.3 Stop Delay (hr) 2.0 0.2 0.1 0.3 0.4 1.2 0.9 1.8 0.1 1.8 0.5 0.4 Stop Del/Veh (s) 23.2 24.4 6.9 21.6 22.8 9.2 28.4 21.1 4.6 40.8 21.7 10.0 Total Stops 239 23 54 32 39 335 102 226 89 153 54 103
Stop/Veh 0.75 0.77 0.75 0.71 0.68 0.74 0.85 0.73 0.75 0.97 0.71 0.74 Travel Dist (mi) 14.4 1.4 3.3 1.2 1.6 12.4 18.5 47.9 18.3 36.1 17.6 32.5 Travel Time (hr) 2.9 0.3 0.3 0.4 0.5 1.9 1.8 3.7 0.9 3.2 1.1 1.6 Avg Speed (mph) 5 5 11 4 3 7 11 13 22 11 16 20
Fuel Used (gal) 0.9 0.1 0.1 0.1 0.2 0.8 0.8 1.7 0.5 1.6 0.7 1.2 Fuel Eff. (mpg) 15.3 18.1 38.3 12.2 10.2 16.1 24.5 28.0 35.0 22.2 25.2 28.0 HC Emissions (g) 7 0 1 0 2 9 11 25 9 24 13 24
CO Emissions (g) 181 14 21 17 57 247 401 817 366 774 394 735 NOx Emissions (g) 23 1 2 2 5 29 31 74 26 70 38 72
Vehicles Entered 315 30 72 45 57 450 119 307 117 156 75 139 Vehicles Exited 315 30 72 45 57 451 118 308 117 155 75 139 Hourly Exit Rate 315 30 72 45 57 451 118 308 117 155 75 139 Input Volume 317 33 72 45 57 452 116 320 120 157 76 132 % of Volume 99 92 100 100 100 100 102 96 97 99 99 106
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 300002241312
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.3
Denied Del/Veh (s) 0.5
Total Delay (hr) 11.9
Total Del/Veh (s) 22.6
Stop Delay (hr) 9.7
Stop Del/Veh (s) 18.5
Total Stops 1449
Stop/Veh 0.76
Travel Dist (mi) 205.2
Travel Time (hr) 18.6
Avg Speed (mph) 11
Fuel Used (gal) 8.6
Fuel Eff. (mpg) 23.9
HC Emissions (g) 126
CO Emissions (g) 4025
NOx Emissions (g) 373
Vehicles Entered 1882
Vehicles Exited 1882
Hourly Exit Rate 1882
Input Volume 1896
% of Volume 99
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 312
Occupancy (veh) 18
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.1 Total Delay (hr) 0.1 0.2 0.0 0.0 0.7 0.0 0.2 0.0 0.0 0.0 0.6 1.7 Total Del/Veh (s) 6.1 2.7 1.5 6.0 3.5 36.8 11.0 8.9 12.3 14.4 7.2 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 0.5 1.2 Stop Del/Veh (s) 4.5 0.9 1.0 3.0 2.7 35.0 8.4 8.7 10.4 13.8 5.1 Total Stops 27 15 2 0 57 1 23 1 1 1 136 264
Stop/Veh 0.53 0.07 0.08 0.14 0.20 1.00 1.00 1.00 1.00 0.99 0.30 Travel Dist (mi) 1.4 6.1 0.7 0.1 71.7 0.9 3.5 0.1 0.2 0.1 26.0 110.6 Travel Time (hr) 0.2 0.4 0.1 0.0 2.6 0.0 0.4 0.0 0.0 0.0 1.6 5.3 Avg Speed (mph) 8 14 12 29 28 27 9 17 18 14 16 21
Fuel Used (gal) 0.1 0.5 0.0 0.0 1.6 0.0 0.1 0.0 0.0 0.0 0.7 3.2 Fuel Eff. (mpg) 17.6 12.3 20.9 36.2 43.6 49.6 25.7 32.1 38.3 32.3 35.2 35.1 HC Emissions (g) 1 9 1 0 28 0 2 0 0 0 10 51
CO Emissions (g) 23 360 16 1 794 5 41 1 1 0 196 1438
NOx Emissions (g) 3 32 2 0 88 0 5 0 0 0 25 156
Vehicles Entered 51 227 25 0 393 5 23 1 1 1 136 863
Vehicles Exited 51 227 25 0 393 5 23 1 1 1 137 864
Hourly Exit Rate 51 227 25 0 393 5 23 1 1 1 137 864
Input Volume 52 235 24 1 393 4 24 1 1 1 137 873
% of Volume 99 97 103 0 100 118 95 100 100 100 100 99
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 553
Occupancy (veh) 000030000025
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 7.1 4.4 0.2 0.1 0.2 0.4
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 5.6 4.0 0.0 0.0 0.0 0.2
Total Stops 20 3 0 0 0 0 23
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.03
Travel Dist (mi) 0.7 0.1 18.3 0.3 0.1 50.9 70.4
Travel Time (hr) 0.1 0.0 0.5 0.0 0.0 1.4 2.0
Avg Speed (mph) 10 11 36 23 28 37 35
Fuel Used (gal) 0.0 0.0 0.5 0.0 0.0 1.2 1.7
Fuel Eff. (mpg) 38.3 39.3 35.0 63.0 51.8 43.7 41.1
HC Emissions (g) 0 0 15 0 0 18 33
CO Emissions (g) 5 0 404 2 0 383 794
NOx Emissions (g) 0 0 45 0 0 65 111
Vehicles Entered 20 3 298 6 0 397 724
Vehicles Exited 20 3 298 6 0 396 723
Hourly Exit Rate 20 3 298 6 0 396 723
Input Volume 19 2 293 4 1 402 721
% of Volume 105 150 102 141 0 99 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 591
Occupancy (veh) 0010012
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.2 0.1 0.0 0.3
Total Del/Veh (s) 1.5 1.8 1.0 1.6
Stop Delay (hr) 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 0.2 0.3 0.3 0.2
Total Stops 8008
Stop/Veh 0.02 0.00 0.00 0.01
Travel Dist (mi) 26.1 15.4 0.5 42.0
Travel Time (hr) 0.9 0.7 0.0 1.6
Avg Speed (mph) 29 23 18 27
Fuel Used (gal) 0.4 1.2 0.0 1.7
Fuel Eff. (mpg) 59.6 12.6 25.3 25.0
HC Emissions (g) 8 29 0 37
CO Emissions (g) 213 1395 11 1618
NOx Emissions (g) 22 89 1 112
Vehicles Entered 416 306 10 732
Vehicles Exited 416 305 10 731
Hourly Exit Rate 416 305 10 731
Input Volume 421 298 8 727
% of Volume 99 102 121 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 384
Occupancy (veh) 1102
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.5 1.3 8.6
Stop Delay (hr) 0.6 0.0 0.6
Stop Del/Veh (s) 3.6 0.8 3.3
Total Stops 632 0 632
Stop/Veh 1.00 0.00 0.89
Travel Dist (mi) 45.2 4.9 50.1
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 21 14
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.6 12.3 20.1
HC Emissions (g) 33 10 43
CO Emissions (g) 1018 450 1468
NOx Emissions (g) 118 29 147
Vehicles Entered 632 73 705
Vehicles Exited 632 74 706
Hourly Exit Rate 632 74 706
Input Volume 627 70 698
% of Volume 101 105 101
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 195
Occupancy (veh) 3 0 4
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.8
Total Delay (hr) 24.3
Total Del/Veh (s) 36.5
Stop Delay (hr) 16.9
Stop Del/Veh (s) 25.4
Total Stops 4265
Stop/Veh 1.78
Travel Dist (mi) 1228.2
Travel Time (hr) 63.1
Avg Speed (mph) 20
Fuel Used (gal) 44.1
Fuel Eff. (mpg) 27.8
HC Emissions (g) 835
CO Emissions (g) 27931
NOx Emissions (g) 2557
Vehicles Entered 2341
Vehicles Exited 2339
Hourly Exit Rate 2339
Input Volume 9142
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 301
Occupancy (veh) 63
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 184 175 282 232 167 77 74
Average Queue (ft) 82 86 129 79 81 36 37
95th Queue (ft) 145 149 250 211 142 62 60
Link Distance (ft) 847 847 1153 1153 1204
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 5
Queuing Penalty (veh) 21
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB WB NB NB NB SB SB
Directions Served L TR L T R L T R L TR
Maximum Queue (ft) 259 117 84 154 73 183 294 164 230 197 Average Queue (ft) 155 46 29 94 67 74 140 35 103 79
95th Queue (ft) 248 90 67 162 81 140 238 92 206 155
Link Distance (ft) 194 194 73 73 815 1153 1153
Upstream Blk Time (%) 5 0 1 12 13
Queuing Penalty (veh) 11 0 3 34 0
Storage Bay Dist (ft) 25 200 200
Storage Blk Time (%) 27 46 0 2
Queuing Penalty (veh) 122 26 0 6
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 82 244 77 145
Average Queue (ft) 32 42 21 59
95th Queue (ft) 84 157 56 116
Link Distance (ft) 73 959 800 1005
Upstream Blk Time (%) 2
Queuing Penalty (veh) 6
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions AM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB NB SB
Directions Served LR TR LT
Maximum Queue (ft) 59 2 2
Average Queue (ft) 18 0 0
95th Queue (ft) 50 2 3
Link Distance (ft) 179 277 675
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 76
Average Queue (ft) 7
95th Queue (ft) 43
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 94
Average Queue (ft) 61
95th Queue (ft) 87
Link Distance (ft) 326
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 228
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Denied Del/Veh (s) 0.2 0.3 0.0 0.0 0.3 3.9 0.3
Total Delay (hr) 0.8 1.5 1.1 1.5 0.1 0.1 5.0
Total Del/Veh (s) 10.4 12.4 13.3 9.5 6.6 3.5 10.7
Stop Delay (hr) 0.4 1.3 0.8 0.6 0.1 0.1 3.3
Stop Del/Veh (s) 5.8 10.7 10.2 4.0 4.7 3.2 7.1
Total Stops 264 422 294 560 55 74 1669
Stop/Veh 0.99 0.99 0.99 0.99 0.98 0.99 0.99
Travel Dist (mi) 42.4 67.7 68.0 130.0 12.6 17.0 337.8
Travel Time (hr) 2.1 4.0 3.6 5.8 0.5 0.7 16.7
Avg Speed (mph) 20 17 19 22 26 28 20
Fuel Used (gal) 1.1 1.8 2.4 4.1 0.3 0.4 10.1
Fuel Eff. (mpg) 38.4 36.7 28.0 31.8 46.1 42.2 33.3
HC Emissions (g) 18 27 45 85 4 7 186
CO Emissions (g) 504 737 1484 2454 97 176 5452
NOx Emissions (g) 52 75 138 255 14 22 556
Vehicles Entered 264 421 293 558 55 75 1666
Vehicles Exited 264 422 293 558 55 74 1666
Hourly Exit Rate 264 422 293 558 55 74 1666
Input Volume 269 420 293 559 55 72 1668
% of Volume 98 100 100 100 100 102 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 467
Occupancy (veh) 2 4 4 6 0 1 17
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.2 0.9 3.1 0.0 0.0 0.0 Total Delay (hr) 2.0 0.1 0.1 0.1 0.2 0.5 1.6 1.7 0.2 1.5 0.4 0.2 Total Del/Veh (s) 26.1 15.3 4.2 27.7 20.3 6.4 30.1 20.3 5.6 31.9 18.9 8.5 Stop Delay (hr) 1.7 0.1 0.1 0.1 0.1 0.5 1.4 1.2 0.2 1.3 0.3 0.2 Stop Del/Veh (s) 23.1 12.3 3.8 26.5 17.9 6.4 25.7 14.3 3.8 27.4 14.0 6.2 Total Stops 227 19 34 17 20 235 175 201 102 152 43 62
Stop/Veh 0.83 0.59 0.67 0.89 0.71 0.85 0.90 0.65 0.68 0.90 0.64 0.70 Travel Dist (mi) 12.4 1.4 2.3 0.5 0.8 7.6 30.0 47.6 23.3 38.5 15.4 20.4 Travel Time (hr) 2.5 0.2 0.2 0.2 0.2 1.0 2.7 3.1 1.2 2.8 0.8 0.9 Avg Speed (mph) 5 8 13 3 4 8 12 16 23 14 18 22
Fuel Used (gal) 0.7 0.1 0.0 0.0 0.1 0.3 1.2 1.5 0.6 1.6 0.6 0.7 Fuel Eff. (mpg) 17.1 23.1 50.3 11.8 12.6 23.4 25.6 31.9 37.8 24.6 27.6 29.8 HC Emissions (g) 5 1 1 0 1 3 18 25 11 24 11 17
CO Emissions (g) 111 31 13 6 20 75 593 750 406 795 336 475 NOx Emissions (g) 13 2 1 1 2 10 50 73 31 72 31 47
Vehicles Entered 270 31 51 19 28 274 192 304 149 166 66 87 Vehicles Exited 271 32 51 19 28 274 192 306 150 166 66 87 Hourly Exit Rate 271 32 51 19 28 274 192 306 150 166 66 87 Input Volume 268 32 50 19 26 277 194 307 150 169 67 88
% of Volume 101 98 103 99 107 99 99 100 100 98 98 99
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 200001331311
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.4
Denied Del/Veh (s) 0.8
Total Delay (hr) 8.6
Total Del/Veh (s) 18.8
Stop Delay (hr) 7.2
Stop Del/Veh (s) 15.6
Total Stops 1287
Stop/Veh 0.78
Travel Dist (mi) 200.2
Travel Time (hr) 15.7
Avg Speed (mph) 13
Fuel Used (gal) 7.3
Fuel Eff. (mpg) 27.2
HC Emissions (g) 115
CO Emissions (g) 3611
NOx Emissions (g) 331
Vehicles Entered 1637
Vehicles Exited 1642
Hourly Exit Rate 1642
Input Volume 1648
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 373
Occupancy (veh) 15
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr) 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.4 Total Del/Veh (s) 3.2 1.2 0.9 4.0 1.6 0.2 12.0 10.1 9.6 9.7 5.6 2.2 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 Stop Del/Veh (s) 2.2 0.6 0.7 1.7 0.1 0.1 10.4 7.2 7.7 7.0 5.0 1.2 Total Stops 22 10 1 0 2 0 13 2 2 2 65 119
Stop/Veh 0.35 0.04 0.05 0.00 0.01 0.00 1.00 1.00 1.00 1.00 1.00 0.17 Travel Dist (mi) 1.7 7.0 0.5 0.2 44.2 0.3 2.0 0.4 0.4 0.3 12.3 69.2 Travel Time (hr) 0.2 0.5 0.0 0.0 1.3 0.0 0.1 0.0 0.0 0.0 0.6 2.8 Avg Speed (mph) 10 15 13 29 34 31 16 19 19 19 20 25
Fuel Used (gal) 0.1 0.5 0.0 0.0 0.9 0.0 0.1 0.0 0.0 0.0 0.3 2.0 Fuel Eff. (mpg) 18.7 13.3 21.3 45.2 47.2 46.7 38.4 40.8 35.6 38.8 40.4 35.1 HC Emissions (g) 2 10 1 0 17 0 0 0 0 0 4 34
CO Emissions (g) 37 371 13 2 454 1 5 1 1 1 73 959
NOx Emissions (g) 6 34 2 0 55 0 1 0 0 0 10 108
Vehicles Entered 63 265 20 1 242 2 13 2 2 2 64 676
Vehicles Exited 63 265 20 1 243 2 13 2 2 2 65 678
Hourly Exit Rate 63 265 20 1 243 2 13 2 2 2 65 678
Input Volume 65 270 17 2 244 1 15 2 3 2 62 684
% of Volume 97 98 116 50 99 200 85 100 67 100 105 99
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 1049
Occupancy (veh) 000010000013
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s) 6.5 3.2 0.2 0.0 0.1 0.3
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 4.8 2.9 0.0 0.0 0.0 0.1
Total Stops 14 2 0 0 0 0 16
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.02
Travel Dist (mi) 0.5 0.1 17.8 0.1 0.0 43.5 62.1
Travel Time (hr) 0.0 0.0 0.6 0.0 0.0 1.4 2.0
Avg Speed (mph) 10 12 31 23 24 32 31
Fuel Used (gal) 0.0 0.0 0.5 0.0 0.0 1.0 1.5
Fuel Eff. (mpg) 41.4 48.1 37.5 67.5 51.7 42.0 40.6
HC Emissions (g) 0 0 13 0 0 18 31
CO Emissions (g) 1 0 260 0 0 311 572
NOx Emissions (g) 0 0 37 0 0 53 90
Vehicles Entered 14 2 290 2 0 340 648
Vehicles Exited 14 2 290 2 0 340 648
Hourly Exit Rate 14 2 290 2 0 340 648
Input Volume 13 1 291 1 1 337 644
% of Volume 106 200 100 200 0 101 101
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 588
Occupancy (veh) 0010012
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.1 0.1 0.0 0.1
Total Del/Veh (s) 0.6 0.9 0.6 0.8
Stop Delay (hr) 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 0.1 0.3 0.3 0.2
Total Stops 2002
Stop/Veh 0.01 0.00 0.00 0.00
Travel Dist (mi) 22.2 15.0 0.8 37.9
Travel Time (hr) 0.8 0.8 0.0 1.6
Avg Speed (mph) 29 20 16 24
Fuel Used (gal) 0.4 1.1 0.0 1.5
Fuel Eff. (mpg) 49.7 14.2 22.5 24.7
HC Emissions (g) 7 25 0 33
CO Emissions (g) 154 979 16 1149
NOx Emissions (g) 20 81 1 102
Vehicles Entered 353 292 15 660
Vehicles Exited 354 293 15 662
Hourly Exit Rate 354 293 15 662
Input Volume 350 293 15 658
% of Volume 101 100 98 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 387
Occupancy (veh) 1102
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.7 0.0 1.7
Total Del/Veh (s) 9.4 1.3 8.6
Stop Delay (hr) 0.6 0.0 0.7
Stop Del/Veh (s) 3.6 0.8 3.3
Total Stops 641 0 641
Stop/Veh 1.00 0.00 0.89
Travel Dist (mi) 45.4 4.9 50.2
Travel Time (hr) 3.5 0.2 3.7
Avg Speed (mph) 13 21 13
Fuel Used (gal) 2.1 0.4 2.5
Fuel Eff. (mpg) 21.5 12.2 20.1
HC Emissions (g) 33 10 44
CO Emissions (g) 1007 462 1469
NOx Emissions (g) 118 31 149
Vehicles Entered 641 74 715
Vehicles Exited 640 74 714
Hourly Exit Rate 640 74 714
Input Volume 642 71 714
% of Volume 100 104 100
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 192
Occupancy (veh) 4 0 4
SimTraffic Performance Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.5
Denied Del/Veh (s) 0.9
Total Delay (hr) 17.0
Total Del/Veh (s) 27.8
Stop Delay (hr) 11.5
Stop Del/Veh (s) 18.9
Total Stops 3734
Stop/Veh 1.70
Travel Dist (mi) 1083.9
Travel Time (hr) 53.5
Avg Speed (mph) 20
Fuel Used (gal) 37.8
Fuel Eff. (mpg) 28.6
HC Emissions (g) 743
CO Emissions (g) 23724
NOx Emissions (g) 2240
Vehicles Entered 2148
Vehicles Exited 2150
Hourly Exit Rate 2150
Input Volume 8167
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 356
Occupancy (veh) 53
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 138 246 168 100 109 64 67
Average Queue (ft) 69 111 83 55 67 28 29
95th Queue (ft) 111 198 140 83 95 55 53
Link Distance (ft) 847 847 1153 1153 1204
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB WB NB NB NB SB SB
Directions Served L TR L T R L T R L TR
Maximum Queue (ft) 244 92 64 122 73 206 238 80 164 127
Average Queue (ft) 131 34 16 44 57 105 117 34 89 50
95th Queue (ft) 219 73 48 104 76 177 196 63 147 97
Link Distance (ft) 194 194 73 73 815 1153 1153
Upstream Blk Time (%) 3 0 2 2
Queuing Penalty (veh) 4 0 3 0
Storage Bay Dist (ft) 25 200 200
Storage Blk Time (%) 12 32 1 0
Queuing Penalty (veh) 34 8 3 2
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 82 39 37 81
Average Queue (ft) 28 3 12 34
95th Queue (ft) 79 19 34 63
Link Distance (ft) 73 959 800 1005
Upstream Blk Time (%) 1
Queuing Penalty (veh) 3
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Ripon East Main Traffic Signal Existing Plus Hotel and Signal Conditions PM Peak Hour
01/05/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB SB
Directions Served LR LT
Maximum Queue (ft) 37 3
Average Queue (ft) 13 0
95th Queue (ft) 38 3
Link Distance (ft) 179 675
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 31
Average Queue (ft) 2
95th Queue (ft) 21
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 95
Average Queue (ft) 61
95th Queue (ft) 87
Link Distance (ft) 326
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 58
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 281 317 379 710 0 0 0 0 83 1 116 Future Volume (vph) 0 281 317 379 710 0 0 0 0 83 1 116
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.851
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1570 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1570 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1231 402 1254
Travel Time (s) 20.1 28.0 7.8 24.4
Confl. Peds. (#/hr) 6
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 323 364 436 816 0 0 0 0 95 1 133
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 323 364 436 816 0 0 0 0 95 134 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 317 32 72 45 57 452 116 320 120 157 75 132 Future Volume (vph) 317 32 72 45 57 452 116 320 120 157 75 132 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 25 200 200 0 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 75 25 70 70
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 Frt 0.896 0.850 0.850 0.904
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1752 1653 0 1752 1845 1568 1752 1845 1568 1752 1668 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1752 1653 0 1752 1845 1568 1752 1845 1568 1752 1668 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 82 335 182 93
Link Speed (mph) 35 35 35 30
Link Distance (ft) 277 184 862 1231
Travel Time (s) 5.4 3.6 16.8 28.0
Peak Hour Factor 0.87 0.88 0.88 0.88 0.88 0.87 0.88 0.87 0.88 0.87 0.87 0.87 Adj. Flow (vph) 364 36 82 51 65 520 132 368 136 180 86 152 Shared Lane Traffic (%)
Lane Group Flow (vph) 364 118 0 51 65 520 132 368 136 180 238 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) 24 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 60 9 15 60 15 9 60 60
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 2
Detector Phase 7 4 38852216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 23.5 9.5 23.5 23.5 9.5 20.5 20.5 9.5 23.5 Total Split (s) 25.0 37.8 11.4 24.2 24.2 14.4 24.8 24.8 16.0 26.4 Total Split (%) 27.8% 42.0% 12.7% 26.9% 26.9% 16.0% 27.6% 27.6% 17.8% 29.3% Maximum Green (s) 20.5 33.3 6.9 19.7 19.7 9.9 20.3 20.3 11.5 21.9 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 14.0 14.0 14.0 11.0 11.0 14.0
Pedestrian Calls (#/hr) 2 2 2 2 2 2
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 84.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 52 233 24 1 393 4 24 1 1 0 1 137
Future Volume (vph) 52 233 24 1 393 4 24 1 1 0 1 137
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.989 0.999 0.995 0.866
Flt Protected 0.992 0.955
Satd. Flow (prot) 0 1810 0 0 1843 0 0 1753 0 0 1597 0
Flt Permitted 0.992 0.955
Satd. Flow (perm) 0 1810 0 0 1843 0 0 1753 0 0 1597 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 184 976 825 1027
Travel Time (s) 3.6 19.0 22.5 28.0
Confl. Peds. (#/hr) 3 1
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 60 268 28 1 452 5 28 1 1 0 1 157
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 356 0 0 458 0 0 30 0 0 158 0
Enter Blocked Intersection No No No 1 veh 1 veh 1 veh 1 veh No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 0000
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 4: Frontage Rd & Hotel Driveway 2 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 19 2 293 4 1 402
Future Volume (vph) 19 2 293 4 1 402
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.989 0.998
Flt Protected 0.956
Satd. Flow (prot) 1744 0 1841 0 0 1845
Flt Permitted 0.956
Satd. Flow (perm) 1744 0 1841 0 0 1845
Link Speed (mph) 25 35 35
Link Distance (ft) 208 326 698
Travel Time (s) 5.7 6.4 13.6
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 22 2 337 5 1 462
Shared Lane Traffic (%)
Lane Group Flow (vph) 24 0 342 0 0 463
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 5: Frontage Rd & Hotel Driveway 1 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 421 297 8 0 0
Future Volume (vph) 0 421 297 8 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.997
Flt Protected
Satd. Flow (prot) 0 1845 1839 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1839 0 0 0
Link Speed (mph) 35 35 30
Link Distance (ft) 326 277 145
Travel Time (s) 6.4 5.4 3.3
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 0 484 341 9 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 484 350 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 13: Dummy link & SR 99 SB On Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 627 70 0000
Future Volume (vph) 627 70 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 402 645 218
Travel Time (s) 7.8 12.6 5.0
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87
Adj. Flow (vph) 721 80 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 721 80 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 269 420 293 559 0 0 0 0 55 0 72
Future Volume (vph) 0 269 420 293 559 0 0 0 0 55 0 72
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1568 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1568 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1231 402 1254
Travel Time (s) 20.1 28.0 7.8 24.4
Confl. Peds. (#/hr) 1 4
Confl. Bikes (#/hr) 1 4
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 Adj. Flow (vph) 0 283 442 308 588 0 0 0 0 58 0 76
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 283 442 308 588 0 0 0 0 58 76 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 268 32 50 19 25 277 194 307 150 169 67 88 Future Volume (vph) 268 32 50 19 25 277 194 307 150 169 67 88 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 25 200 200 0 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 75 25 70 70
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 0.99
Frt 0.908 0.850 0.850 0.915
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1752 1661 0 1752 1845 1568 1752 1845 1568 1752 1688 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1752 1661 0 1752 1845 1568 1752 1845 1568 1752 1688 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 52 292 205 77
Link Speed (mph) 35 35 35 30
Link Distance (ft) 277 184 862 1231
Travel Time (s) 5.4 3.6 16.8 28.0
Confl. Peds. (#/hr) 1
Peak Hour Factor 0.95 0.96 0.96 0.96 0.96 0.95 0.96 0.95 0.96 0.95 0.95 0.95 Adj. Flow (vph) 282 33 52 20 26 292 202 323 156 178 71 93 Shared Lane Traffic (%)
Lane Group Flow (vph) 282 85 0 20 26 292 202 323 156 178 164 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) 24 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 2
Detector Phase 7 4 38852216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 23.5 9.5 23.5 23.5 9.5 22.5 22.5 9.5 22.5 Total Split (s) 18.4 32.4 9.5 23.5 23.5 15.0 24.1 24.1 14.0 23.1 Total Split (%) 23.0% 40.5% 11.9% 29.4% 29.4% 18.8% 30.1% 30.1% 17.5% 28.9% Maximum Green (s) 13.9 27.9 5.0 19.0 19.0 10.5 19.6 19.6 9.5 18.6 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Recall Mode None None None None None None Min Min None Min Walk Time (s) 5.0 5.0 5.0 7.0 7.0 7.0
Flash Dont Walk (s) 14.0 14.0 14.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 2 2 2 0 0 0
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 66.2
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 65 269 17 2 244 1 15 2 0 3 2 62
Future Volume (vph) 65 269 17 2 244 1 15 2 0 3 2 62
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.993 0.999 0.875
Flt Protected 0.991 0.957 0.998
Satd. Flow (prot) 0 1815 0 0 1843 0 0 1765 0 0 1611 0
Flt Permitted 0.991 0.957 0.998
Satd. Flow (perm) 0 1815 0 0 1843 0 0 1765 0 0 1611 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 184 976 825 1027
Travel Time (s) 3.6 19.0 22.5 28.0
Confl. Peds. (#/hr) 1 1 3 1 2
Confl. Bikes (#/hr) 1 1 2
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 Adj. Flow (vph) 68 283 18 2 257 1 16 2 0 3 2 65
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 369 0 0 260 0 0 18 0 0 70 0
Enter Blocked Intersection No No No 1 veh 1 veh 1 veh 1 veh No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 0000
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 4: Frontage Rd & Hotel Driveway 2 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 13 1 291 1 1 337
Future Volume (vph) 13 1 291 1 1 337
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.991
Flt Protected 0.955
Satd. Flow (prot) 1746 0 1845 0 0 1845
Flt Permitted 0.955
Satd. Flow (perm) 1746 0 1845 0 0 1845
Link Speed (mph) 30 30 30
Link Distance (ft) 208 326 698
Travel Time (s) 4.7 7.4 15.9
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 14 1 306 1 1 355
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 0 307 0 0 356
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 5: Frontage Rd & Hotel Driveway 1 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 350 292 15 0 0
Future Volume (vph) 0 350 292 15 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993
Flt Protected
Satd. Flow (prot) 0 1845 1832 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1832 0 0 0
Link Speed (mph) 30 30 30
Link Distance (ft) 326 277 145
Travel Time (s) 7.4 6.3 3.3
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 0 368 307 16 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 368 323 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Existing Plus Hotel and Signal Conditions 13: Dummy link & SR 99 SB On Ramp PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 642 71 0000
Future Volume (vph) 642 71 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 402 645 218
Travel Time (s) 7.8 12.6 5.0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
Adj. Flow (vph) 676 75 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 676 75 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.2 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.5 3.6 0.4
Total Delay (hr) 1.2 1.5 4.4 3.2 0.5 0.3 11.0
Total Del/Veh (s) 14.3 15.9 36.6 15.4 10.8 6.3 18.5
Stop Delay (hr) 0.8 1.4 4.0 2.0 0.4 0.2 8.7
Stop Del/Veh (s) 9.9 14.6 33.5 9.4 8.1 5.2 14.7
Total Stops 288 335 483 846 163 158 2273
Stop/Veh 0.99 0.99 1.13 1.12 0.99 0.99 1.06
Travel Dist (mi) 46.3 53.8 99.1 174.1 37.4 36.3 446.9
Travel Time (hr) 2.6 3.5 7.9 9.2 1.6 1.6 26.4
Avg Speed (mph) 18 16 12 19 23 26 17
Fuel Used (gal) 1.3 1.6 4.3 6.3 0.9 0.9 15.3
Fuel Eff. (mpg) 35.9 33.9 23.2 27.6 42.0 39.9 29.3
HC Emissions (g) 19 24 75 127 15 16 274
CO Emissions (g) 550 667 2354 3940 379 455 8345
NOx Emissions (g) 55 67 226 383 46 49 826
Vehicles Entered 288 335 422 743 164 159 2111
Vehicles Exited 288 334 420 744 163 158 2107
Hourly Exit Rate 288 334 420 744 163 158 2107
Input Volume 290 340 430 740 160 160 2120
% of Volume 99 98 98 100 102 99 99
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 297
Occupancy (veh) 3 3 8 9 2 1 26
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.3 1.6 0.8 0.0 0.0 0.0 Total Delay (hr) 7.1 0.8 0.2 0.2 0.2 0.8 1.0 3.0 1.0 2.6 1.2 0.3 Total Del/Veh (s) 72.4 72.1 10.0 11.0 15.2 5.8 28.3 31.2 26.1 46.6 45.8 7.5 Stop Delay (hr) 7.5 0.8 0.2 0.2 0.2 0.7 0.9 2.4 1.0 2.5 1.1 0.3 Stop Del/Veh (s) 77.0 74.3 8.8 9.8 12.6 5.0 24.8 24.7 24.8 44.3 41.9 5.5 Total Stops 110 12 79 69 54 150 126 371 144 199 90 163
Stop/Veh 0.31 0.31 1.00 0.97 0.95 0.32 1.02 1.06 1.04 0.99 0.98 0.99 Travel Dist (mi) 16.5 1.8 3.8 2.0 1.6 10.7 19.3 54.3 21.4 46.4 21.1 38.0 Travel Time (hr) 7.8 0.8 0.4 0.3 0.3 1.4 1.7 4.7 1.8 4.2 1.9 1.7 Avg Speed (mph) 2 2 9 6 5 8 12 12 12 11 11 22
Fuel Used (gal) 2.0 0.2 0.2 0.1 0.1 0.5 0.7 1.8 0.7 2.0 0.9 1.3 Fuel Eff. (mpg) 8.1 8.3 21.7 19.4 17.3 22.6 27.9 29.4 31.0 23.0 23.0 30.0 HC Emissions (g) 12 1 3 1 1 5 12 25 13 27 14 30
CO Emissions (g) 326 30 85 24 24 105 390 902 368 941 465 859 NOx Emissions (g) 27 3 9 3 3 13 30 71 33 79 42 85
Vehicles Entered 348 38 79 71 57 475 123 346 136 199 91 162 Vehicles Exited 345 37 79 71 57 474 123 344 136 198 90 163 Hourly Exit Rate 345 37 79 71 57 474 123 344 136 198 90 163 Input Volume 360 40 80 70 60 470 120 340 130 200 92 160 % of Volume 96 92 98 101 95 101 102 101 105 99 98 102
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 810001242422
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.3
Denied Del/Veh (s) 0.5
Total Delay (hr) 18.4
Total Del/Veh (s) 31.0
Stop Delay (hr) 17.6
Stop Del/Veh (s) 29.6
Total Stops 1567
Stop/Veh 0.73
Travel Dist (mi) 236.9
Travel Time (hr) 26.9
Avg Speed (mph) 9
Fuel Used (gal) 10.5
Fuel Eff. (mpg) 22.5
HC Emissions (g) 143
CO Emissions (g) 4520
NOx Emissions (g) 400
Vehicles Entered 2125
Vehicles Exited 2117
Hourly Exit Rate 2117
Input Volume 2122
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 182
Occupancy (veh) 27
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.3 0.1 0.1 0.1 0.1 0.2 0.1 Total Delay (hr) 0.1 0.1 0.0 0.0 1.2 0.0 0.1 0.0 0.0 0.0 0.6 2.2 Total Del/Veh (s) 6.1 1.7 1.2 10.3 3.0 17.8 9.6 4.7 13.3 14.6 8.1 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.8 0.0 0.1 0.0 0.0 0.0 0.6 1.7 Stop Del/Veh (s) 5.4 1.2 1.1 6.5 2.0 16.1 7.4 4.4 11.1 13.9 6.1 Total Stops 25 8 1 0 100 0 25 1 2 1 145 308
Stop/Veh 0.48 0.03 0.04 0.23 0.00 1.00 1.00 1.00 1.00 0.99 0.31 Travel Dist (mi) 1.1 6.4 0.6 0.1 77.5 0.6 3.8 0.1 0.2 0.1 27.2 117.8 Travel Time (hr) 0.2 0.5 0.1 0.0 3.4 0.0 0.3 0.0 0.0 0.0 1.7 6.1 Avg Speed (mph) 7 12 11 29 23 27 14 17 19 16 16 19
Fuel Used (gal) 0.1 0.5 0.0 0.0 1.8 0.0 0.1 0.0 0.0 0.0 0.8 3.4 Fuel Eff. (mpg) 14.3 11.8 18.2 46.4 43.0 46.4 34.5 34.1 37.9 30.6 34.6 34.8 HC Emissions (g) 1 10 1 0 31 0 2 0 0 0 12 58
CO Emissions (g) 25 353 18 0 876 4 37 0 1 1 238 1554
NOx Emissions (g) 4 36 3 0 92 0 5 0 0 0 30 170
Vehicles Entered 52 291 27 0 432 4 25 1 2 1 145 980
Vehicles Exited 52 291 27 0 432 4 25 1 2 1 146 981
Hourly Exit Rate 52 291 27 0 432 4 25 1 2 1 146 981
Input Volume 55 290 25 1 435 4 25 1 1 1 140 977
% of Volume 95 100 109 0 99 100 101 100 200 100 104 100 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 470
Occupancy (veh) 010030000026
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.4 0.4
Denied Del/Veh (s) 6.1 0.1 0.0 0.0 2.8 1.7
Total Delay (hr) 1.3 0.2 0.0 0.0 0.0 3.8 5.3
Total Del/Veh (s) 256.4 273.7 0.1 0.0 28.9 23.1
Stop Delay (hr) 1.3 0.2 0.0 0.0 0.0 3.6 5.1
Stop Del/Veh (s) 254.8 273.3 0.0 0.0 27.4 22.2
Total Stops 18 3 0 0 0 133 154
Stop/Veh 1.00 1.00 0.00 0.00 0.28 0.19
Travel Dist (mi) 0.6 0.1 20.3 0.3 0.0 59.3 80.6
Travel Time (hr) 1.3 0.2 0.6 0.0 0.0 5.7 7.9
Avg Speed (mph) 0 0 36 24 10 11 11
Fuel Used (gal) 0.3 0.1 0.6 0.0 0.0 2.1 3.1
Fuel Eff. (mpg) 2.0 1.7 34.1 59.0 26.7 28.0 26.1
HC Emissions (g) 3 0 21 0 0 28 52
CO Emissions (g) 57 3 557 2 0 830 1449
NOx Emissions (g) 3 0 58 0 0 77 139
Vehicles Entered 18 3 330 4 0 466 821
Vehicles Exited 15 2 330 4 0 457 808
Hourly Exit Rate 15 2 330 4 0 457 808
Input Volume 19 2 328 4 1 461 815
% of Volume 80 100 101 100 0 99 99
Denied Entry Before 0000000
Denied Entry After 1000023
Density (ft/veh) 159
Occupancy (veh) 1010057
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 6.8 0.1 0.0 6.9
Total Del/Veh (s) 51.4 1.4 1.3 30.4
Stop Delay (hr) 6.8 0.1 0.0 6.9
Stop Del/Veh (s) 51.8 0.7 0.7 30.3
Total Stops 187 0 0 187
Stop/Veh 0.39 0.00 0.00 0.23
Travel Dist (mi) 29.3 17.3 0.4 47.1
Travel Time (hr) 7.6 0.9 0.0 8.5
Avg Speed (mph) 4 20 16 6
Fuel Used (gal) 1.9 1.5 0.0 3.5
Fuel Eff. (mpg) 15.0 11.5 20.0 13.5
HC Emissions (g) 14 37 0 51
CO Emissions (g) 358 1746 10 2115
NOx Emissions (g) 28 111 1 140
Vehicles Entered 472 335 8 815
Vehicles Exited 465 335 8 808
Hourly Exit Rate 465 335 8 808
Input Volume 480 332 8 821
% of Volume 97 101 97 98
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 73
Occupancy (veh) 8108
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.8 0.0 1.9
Total Del/Veh (s) 9.7 1.5 8.9
Stop Delay (hr) 0.7 0.0 0.7
Stop Del/Veh (s) 3.7 0.9 3.4
Total Stops 678 0 678
Stop/Veh 0.99 0.00 0.89
Travel Dist (mi) 49.6 5.1 54.7
Travel Time (hr) 3.8 0.2 4.0
Avg Speed (mph) 13 21 14
Fuel Used (gal) 2.3 0.4 2.7
Fuel Eff. (mpg) 21.6 12.5 20.2
HC Emissions (g) 39 9 48
CO Emissions (g) 1152 444 1597
NOx Emissions (g) 136 27 163
Vehicles Entered 680 75 755
Vehicles Exited 679 76 755
Hourly Exit Rate 679 76 755
Input Volume 693 78 771
% of Volume 98 97 98
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 182
Occupancy (veh) 4 0 4
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 1.0
Denied Del/Veh (s) 1.3
Total Delay (hr) 47.1
Total Del/Veh (s) 62.4
Stop Delay (hr) 40.9
Stop Del/Veh (s) 54.1
Total Stops 5167
Stop/Veh 1.90
Travel Dist (mi) 1388.8
Travel Time (hr) 93.2
Avg Speed (mph) 15
Fuel Used (gal) 54.8
Fuel Eff. (mpg) 25.3
HC Emissions (g) 1025
CO Emissions (g) 33926
NOx Emissions (g) 3039
Vehicles Entered 2651
Vehicles Exited 2620
Hourly Exit Rate 2620
Input Volume 10257
% of Volume 26
Denied Entry Before 0
Denied Entry After 3
Density (ft/veh) 196
Occupancy (veh) 92
Queuing and Blocking Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 175 237 320 290 142 116 86
Average Queue (ft) 81 104 152 92 74 55 46
95th Queue (ft) 138 188 299 254 116 94 76
Link Distance (ft) 847 847 1163 1163 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 12
Queuing Penalty (veh) 46
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served LT R LT R LT TR LT R
Maximum Queue (ft) 305 78 109 173 172 324 321 88
Average Queue (ft) 249 40 54 108 99 118 145 44
95th Queue (ft) 348 70 90 183 178 267 299 71
Link Distance (ft) 207 207 49 49 804 1163 1163
Upstream Blk Time (%) 76 9 17
Queuing Penalty (veh) 181 27 50
Storage Bay Dist (ft) 105
Storage Blk Time (%) 15 12
Queuing Penalty (veh) 47 35
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 60 297 69 149
Average Queue (ft) 29 67 20 63
95th Queue (ft) 68 250 51 115
Link Distance (ft) 49 942 802 988
Upstream Blk Time (%) 4
Queuing Penalty (veh) 15
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Cumulative No Project
Ripon East Main Traffic Signal AM Peak Hour
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB SB
Directions Served LR LT
Maximum Queue (ft) 147 398
Average Queue (ft) 51 119
95th Queue (ft) 140 458
Link Distance (ft) 191 676
Upstream Blk Time (%) 3 5
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 373
Average Queue (ft) 219
95th Queue (ft) 467
Link Distance (ft) 277
Upstream Blk Time (%) 41
Queuing Penalty (veh) 196
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 100
Average Queue (ft) 63
95th Queue (ft) 89
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 596
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.2 0.3
Denied Del/Veh (s) 0.2 0.3 0.0 0.0 0.6 3.5 0.5
Total Delay (hr) 1.3 3.8 2.1 2.3 0.5 0.5 10.6
Total Del/Veh (s) 15.6 30.8 21.7 13.6 10.5 7.1 17.9
Stop Delay (hr) 1.0 3.8 1.7 1.3 0.4 0.4 8.6
Stop Del/Veh (s) 11.2 30.3 17.8 8.0 7.8 5.8 14.5
Total Stops 305 444 397 699 170 241 2256
Stop/Veh 0.99 0.99 1.14 1.15 0.99 0.99 1.06
Travel Dist (mi) 49.0 71.3 80.6 141.3 38.8 55.1 436.1
Travel Time (hr) 2.9 6.5 5.0 7.1 1.7 2.5 25.6
Avg Speed (mph) 17 11 16 20 24 25 17
Fuel Used (gal) 1.4 2.5 3.1 4.9 0.9 1.4 14.2
Fuel Eff. (mpg) 35.4 28.8 25.9 28.6 43.1 40.1 30.8
HC Emissions (g) 16 27 45 73 13 20 194
CO Emissions (g) 516 841 1652 2679 357 608 6654
NOx Emissions (g) 48 76 144 234 43 66 610
Vehicles Entered 305 444 342 602 170 241 2104
Vehicles Exited 304 445 344 602 170 241 2106
Hourly Exit Rate 304 445 344 602 170 241 2106
Input Volume 300 450 340 601 170 240 2101
% of Volume 101 99 101 100 100 100 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 309
Occupancy (veh) 3 6 5 7 2 2 25
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.1 1.8 0.9 0.0 0.0 0.0 Total Delay (hr) 5.0 0.9 0.1 0.1 0.1 0.2 2.3 3.5 1.2 1.6 1.0 0.4 Total Del/Veh (s) 55.8 59.6 7.0 9.5 12.6 2.8 40.1 37.9 26.8 30.8 31.3 8.2 Stop Delay (hr) 5.3 0.9 0.1 0.1 0.1 0.2 2.2 2.9 1.1 1.4 0.9 0.3 Stop Del/Veh (s) 58.2 59.9 6.2 8.2 9.9 1.9 37.1 30.9 24.5 27.7 26.7 6.2 Total Stops 207 34 64 36 30 51 214 376 178 182 117 176
Stop/Veh 0.64 0.64 1.02 0.97 0.91 0.17 1.02 1.12 1.13 0.99 0.98 0.99 Travel Dist (mi) 15.3 2.5 3.0 1.1 0.9 6.6 32.4 52.4 24.6 42.4 27.4 41.2 Travel Time (hr) 5.6 0.9 0.3 0.2 0.1 0.6 3.5 5.1 2.1 3.0 1.9 1.9 Avg Speed (mph) 3 3 11 7 6 11 10 11 12 14 14 22
Fuel Used (gal) 1.5 0.2 0.1 0.0 0.0 0.2 1.3 1.9 0.8 1.7 1.1 1.4 Fuel Eff. (mpg) 10.3 10.1 28.7 24.1 21.3 33.8 25.0 27.9 31.1 25.4 25.8 30.1 HC Emissions (g) 4 1 2 0 0 1 13 17 10 23 14 23
CO Emissions (g) 176 30 48 7 8 35 534 689 323 833 526 791 NOx Emissions (g) 16 3 5 1 1 4 37 51 27 72 44 70
Vehicles Entered 321 53 62 37 33 292 207 333 157 182 117 176 Vehicles Exited 319 52 62 37 33 292 207 333 156 182 117 176 Hourly Exit Rate 319 52 62 37 33 292 207 333 156 182 117 176 Input Volume 320 50 60 40 32 290 210 330 150 180 120 170 % of Volume 100 103 104 92 104 101 99 101 104 101 97 104 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 610001352322
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.4
Denied Del/Veh (s) 0.7
Total Delay (hr) 16.6
Total Del/Veh (s) 29.9
Stop Delay (hr) 15.3
Stop Del/Veh (s) 27.7
Total Stops 1665
Stop/Veh 0.84
Travel Dist (mi) 249.8
Travel Time (hr) 25.4
Avg Speed (mph) 10
Fuel Used (gal) 10.2
Fuel Eff. (mpg) 24.5
HC Emissions (g) 108
CO Emissions (g) 4000
NOx Emissions (g) 331
Vehicles Entered 1970
Vehicles Exited 1966
Hourly Exit Rate 1966
Input Volume 1953
% of Volume 101
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 194
Occupancy (veh) 25
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr) 0.1 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.6 Total Del/Veh (s) 3.6 1.5 1.1 4.4 2.4 0.8 11.8 9.4 9.0 12.2 6.3 2.7 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 Stop Del/Veh (s) 2.9 1.0 0.9 1.5 0.4 0.2 10.1 7.2 7.4 9.4 5.7 1.6 Total Stops 24 7 0 1 10 0 14 3 3 2 62 126
Stop/Veh 0.37 0.02 0.00 1.00 0.04 0.00 1.00 1.00 1.00 1.00 0.98 0.17 Travel Dist (mi) 1.4 6.6 0.5 0.3 50.6 0.2 2.1 0.4 0.5 0.4 11.7 74.8 Travel Time (hr) 0.2 0.5 0.0 0.0 1.6 0.0 0.1 0.0 0.0 0.0 0.6 3.1 Avg Speed (mph) 9 13 12 28 33 30 16 17 19 19 20 24
Fuel Used (gal) 0.1 0.6 0.0 0.0 1.0 0.0 0.1 0.0 0.0 0.0 0.3 2.1 Fuel Eff. (mpg) 15.4 11.5 19.3 44.4 48.2 45.3 37.3 39.7 37.4 38.4 40.1 35.0 HC Emissions (g) 1 10 0 0 15 0 0 0 0 0 3 29
CO Emissions (g) 25 362 5 1 450 1 6 1 1 1 55 909
NOx Emissions (g) 4 36 1 0 50 0 1 0 0 0 7 98
Vehicles Entered 65 304 22 1 282 1 14 3 3 2 62 759
Vehicles Exited 65 303 22 1 283 1 14 3 3 2 62 759
Hourly Exit Rate 65 303 22 1 283 1 14 3 3 2 62 759
Input Volume 65 296 20 2 280 1 15 2 3 2 65 752
% of Volume 100 102 111 50 101 100 92 150 100 100 95 101 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 933
Occupancy (veh) 010020000013
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.0 0.1
Denied Del/Veh (s) 12.9 0.1 0.0 0.0 0.1 0.3 0.3
Total Delay (hr) 0.6 0.0 0.0 0.0 0.0 0.6 1.2
Total Del/Veh (s) 150.3 17.6 0.0 0.0 16.2 4.8 5.0
Stop Delay (hr) 0.6 0.0 0.0 0.0 0.0 0.5 1.1
Stop Del/Veh (s) 147.5 14.7 0.0 0.0 14.8 4.2 4.6
Total Stops 13 2 0 0 0 42 57
Stop/Veh 0.93 1.00 0.00 0.00 0.00 0.10 0.07
Travel Dist (mi) 0.5 0.1 24.3 0.1 0.1 54.3 79.4
Travel Time (hr) 0.6 0.0 0.8 0.0 0.0 2.3 3.7
Avg Speed (mph) 1 6 32 32 11 24 22
Fuel Used (gal) 0.2 0.0 0.6 0.0 0.0 1.4 2.1
Fuel Eff. (mpg) 3.1 21.4 42.0 40.9 29.3 39.8 37.7
HC Emissions (g) 0 0 12 0 0 15 28
CO Emissions (g) 8 0 216 0 1 350 575
NOx Emissions (g) 0 0 34 0 0 46 81
Vehicles Entered 14 2 397 2 1 423 839
Vehicles Exited 13 2 397 2 1 423 838
Hourly Exit Rate 13 2 397 2 1 423 838
Input Volume 13 1 394 1 1 417 828
% of Volume 98 200 101 200 100 101 101
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 325
Occupancy (veh) 1010024
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 2.7 0.1 0.0 2.8
Total Del/Veh (s) 21.9 1.1 1.2 11.7
Stop Delay (hr) 2.6 0.1 0.0 2.7
Stop Del/Veh (s) 21.2 0.7 0.7 11.2
Total Stops 116 0 0 116
Stop/Veh 0.26 0.00 0.00 0.14
Travel Dist (mi) 27.2 20.8 0.9 48.9
Travel Time (hr) 3.5 1.1 0.0 4.6
Avg Speed (mph) 8 19 20 11
Fuel Used (gal) 1.0 1.6 0.1 2.7
Fuel Eff. (mpg) 26.7 13.1 13.6 18.3
HC Emissions (g) 5 30 1 36
CO Emissions (g) 163 1426 50 1639
NOx Emissions (g) 15 99 3 116
Vehicles Entered 436 399 17 852
Vehicles Exited 436 399 17 852
Hourly Exit Rate 436 399 17 852
Input Volume 430 396 15 841
% of Volume 101 101 111 101
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 133
Occupancy (veh) 4105
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.9 0.0 1.9
Total Del/Veh (s) 9.7 1.5 8.8
Stop Delay (hr) 0.7 0.0 0.7
Stop Del/Veh (s) 3.7 0.9 3.4
Total Stops 704 0 704
Stop/Veh 0.99 0.00 0.89
Travel Dist (mi) 51.0 5.6 56.5
Travel Time (hr) 3.9 0.3 4.2
Avg Speed (mph) 13 21 13
Fuel Used (gal) 2.4 0.5 2.8
Fuel Eff. (mpg) 21.6 12.3 20.1
HC Emissions (g) 31 12 42
CO Emissions (g) 1017 518 1535
NOx Emissions (g) 116 35 151
Vehicles Entered 704 84 788
Vehicles Exited 704 84 788
Hourly Exit Rate 704 84 788
Input Volume 711 79 790
% of Volume 99 106 100
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 175
Occupancy (veh) 4 0 4
SimTraffic Performance Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.8
Denied Del/Veh (s) 1.1
Total Delay (hr) 34.8
Total Del/Veh (s) 45.7
Stop Delay (hr) 28.9
Stop Del/Veh (s) 37.9
Total Stops 4924
Stop/Veh 1.80
Travel Dist (mi) 1354.1
Travel Time (hr) 80.5
Avg Speed (mph) 17
Fuel Used (gal) 50.0
Fuel Eff. (mpg) 27.1
HC Emissions (g) 731
CO Emissions (g) 27019
NOx Emissions (g) 2301
Vehicles Entered 2669
Vehicles Exited 2669
Hourly Exit Rate 2669
Input Volume 9916
% of Volume 27
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 226
Occupancy (veh) 80
Queuing and Blocking Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 256 417 200 95 98 115 124
Average Queue (ft) 92 183 94 56 61 56 58
95th Queue (ft) 189 386 169 83 87 93 98
Link Distance (ft) 847 847 1163 1163 1205
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 0
Queuing Penalty (veh) 1
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB NB NB SB SB
Directions Served LT R LT R LT TR LT R
Maximum Queue (ft) 290 78 76 144 174 495 253 87
Average Queue (ft) 203 33 37 49 119 165 112 46
95th Queue (ft) 332 64 67 124 203 440 227 74
Link Distance (ft) 207 207 49 49 804 1163 1163
Upstream Blk Time (%) 45 3 4 0
Queuing Penalty (veh) 97 5 7 0
Storage Bay Dist (ft) 105
Storage Blk Time (%) 36 13
Queuing Penalty (veh) 113 48
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 58 88 40 70
Average Queue (ft) 26 7 13 33
95th Queue (ft) 63 45 37 59
Link Distance (ft) 49 942 802 988
Upstream Blk Time (%) 2
Queuing Penalty (veh) 7
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Cumulative No Project
Ripon East Main Traffic Signal PM Peak Hour
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB NB SB
Directions Served LR TR LT
Maximum Queue (ft) 71 6 92
Average Queue (ft) 25 0 23
95th Queue (ft) 92 7 147
Link Distance (ft) 191 277 676
Upstream Blk Time (%) 3
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 278
Average Queue (ft) 94
95th Queue (ft) 308
Link Distance (ft) 277
Upstream Blk Time (%) 13
Queuing Penalty (veh) 55
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 94
Average Queue (ft) 62
95th Queue (ft) 85
Link Distance (ft) 334
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 333
Lanes, Volumes, Timings Cumulative No Project
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 290 340 430 740 0 0 0 0 160 0 160 Future Volume (vph) 0 290 340 430 740 0 0 0 0 160 0 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1568 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1568 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 6
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 315 370 467 804 0 0 0 0 174 0 174
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 315 370 467 804 0 0 0 0 174 174 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd AM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 360 40 80 70 60 470 120 340 130 200 90 160 Future Volume (vph) 360 40 80 70 60 470 120 340 130 200 90 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 105 0 0 0
Storage Lanes 0 1 0 1 1 0 0 1
Taper Length (ft) 25 25 70 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.967 0.850
Flt Protected 0.957 0.974 0.990 0.967
Satd. Flow (prot) 0 1765 1568 0 1797 1568 0 3355 0 0 1784 1568 Flt Permitted 0.957 0.974 0.990 0.967
Satd. Flow (perm) 0 1765 1568 0 1797 1568 0 3355 0 0 1784 1568 Link Speed (mph) 35 35 35 30
Link Distance (ft) 288 173 862 1232
Travel Time (s) 5.6 3.4 16.8 28.0
Confl. Peds. (#/hr) 2 2 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 391 43 87 76 65 511 130 370 141 217 98 174 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 434 87 0 141 511 0 641 0 0 315 174 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) 24 0 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
3: S Parallel Ave/Oak Ave & E Main Street AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 290 25 1 435 4 25 1 1 0 1 140
Future Volume (vph) 55 290 25 1 435 4 25 1 1 0 1 140
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.991 0.999 0.995 0.866
Flt Protected 0.993 0.956
Satd. Flow (prot) 0 1815 0 0 1843 0 0 1755 0 0 1597 0
Flt Permitted 0.993 0.956
Satd. Flow (perm) 0 1815 0 0 1843 0 0 1755 0 0 1597 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 173 976 825 1027
Travel Time (s) 3.4 19.0 22.5 28.0
Confl. Peds. (#/hr) 3 1
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 60 315 27 1 473 4 27 1 1 0 1 152
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 402 0 0 478 0 0 29 0 0 153 0
Enter Blocked Intersection No No No 2 veh 2 veh 2 veh Yes No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 16 16 0 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
4: Frontage Rd & Hotel Driveway 2 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 19 2 328 4 1 461
Future Volume (vph) 19 2 328 4 1 461
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.988 0.999
Flt Protected 0.956
Satd. Flow (prot) 1742 0 1843 0 0 1845
Flt Permitted 0.956
Satd. Flow (perm) 1742 0 1843 0 0 1845
Link Speed (mph) 25 35 35
Link Distance (ft) 219 326 698
Travel Time (s) 6.0 6.4 13.6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 21 2 357 4 1 501
Shared Lane Traffic (%)
Lane Group Flow (vph) 23 0 361 0 0 502
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
5: Frontage Rd & Hotel Driveway 1 AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 480 332 8 0 0
Future Volume (vph) 0 480 332 8 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.997
Flt Protected
Satd. Flow (prot) 0 1845 1839 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1839 0 0 0
Link Speed (mph) 35 35 30
Link Distance (ft) 326 288 215
Travel Time (s) 6.4 5.6 4.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 0 522 361 9 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 522 370 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
13: Dummy link & SR 99 SB On Ramp AM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 692 78 0000
Future Volume (vph) 692 78 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 752 85 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 752 85 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 300 450 340 600 0 0 0 0 170 0 240 Future Volume (vph) 0 300 450 340 600 0 0 0 0 170 0 240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1863 1583 1770 3539 0000 1770 1583 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1863 1583 1770 3539 0000 1770 1583 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1232 409 1254
Travel Time (s) 20.1 28.0 8.0 24.4
Confl. Peds. (#/hr) 1 4
Confl. Bikes (#/hr) 1 4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 326 489 370 652 0 0 0 0 185 0 261
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 326 489 370 652 0 0 0 0 185 261 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd PM Peak Hour Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 320 50 60 40 30 290 210 330 150 180 120 170 Future Volume (vph) 320 50 60 40 30 290 210 330 150 180 120 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 105 0 0 0
Storage Lanes 0 1 0 1 1 0 0 1
Taper Length (ft) 25 25 70 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850 0.967 0.850
Flt Protected 0.959 0.972 0.985 0.971
Satd. Flow (prot) 0 1786 1583 0 1811 1583 0 3371 0 0 1809 1583 Flt Permitted 0.959 0.972 0.985 0.971
Satd. Flow (perm) 0 1786 1583 0 1811 1583 0 3371 0 0 1809 1583 Link Speed (mph) 35 35 35 30
Link Distance (ft) 288 173 862 1232
Travel Time (s) 5.6 3.4 16.8 28.0
Confl. Peds. (#/hr) 1 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 348 54 65 43 33 315 228 359 163 196 130 185 Shared Lane Traffic (%)
Lane Group Flow (vph) 0 402 65 0 76 315 0 750 0 0 326 185 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) 24 0 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
3: S Parallel Ave/Oak Ave & E Main Street PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 65 295 20 2 280 1 15 2 0 3 2 65
Future Volume (vph) 65 295 20 2 280 1 15 2 0 3 2 65
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.993 0.874
Flt Protected 0.991 0.957 0.998
Satd. Flow (prot) 0 1833 0 0 1863 0 0 1783 0 0 1625 0
Flt Permitted 0.991 0.957 0.998
Satd. Flow (perm) 0 1833 0 0 1863 0 0 1783 0 0 1625 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 173 976 825 1027
Travel Time (s) 3.4 19.0 22.5 28.0
Confl. Peds. (#/hr) 1 1 3 1 2
Confl. Bikes (#/hr) 1 1 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 71 321 22 2 304 1 16 2 0 3 2 71
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 414 0 0 307 0 0 18 0 0 76 0
Enter Blocked Intersection No No No 2 veh 2 veh 2 veh Yes No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 16 16 0 16
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
4: Frontage Rd & Hotel Driveway 2 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 13 1 394 1 1 417
Future Volume (vph) 13 1 394 1 1 417
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.991
Flt Protected 0.955
Satd. Flow (prot) 1763 0 1863 0 0 1863
Flt Permitted 0.955
Satd. Flow (perm) 1763 0 1863 0 0 1863
Link Speed (mph) 30 30 30
Link Distance (ft) 219 326 698
Travel Time (s) 5.0 7.4 15.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 14 1 428 1 1 453
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 0 429 0 0 454
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 60 60 60 60
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
5: Frontage Rd & Hotel Driveway 1 PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 430 395 15 0 0
Future Volume (vph) 0 430 395 15 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.995
Flt Protected
Satd. Flow (prot) 0 1863 1853 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1863 1853 0 0 0
Link Speed (mph) 30 30 30
Link Distance (ft) 326 288 215
Travel Time (s) 7.4 6.5 4.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 0 467 429 16 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 467 445 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 60 60 60 60
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative No Project
13: Dummy link & SR 99 SB On Ramp PM Peak Hour
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 711 79 0000
Future Volume (vph) 711 79 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1863 1583 0000
Flt Permitted
Satd. Flow (perm) 1863 1583 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 409 645 218
Travel Time (s) 8.0 12.6 5.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 773 86 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 773 86 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.2 0.2
Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.5 3.6 0.4
Total Delay (hr) 1.2 1.5 5.2 2.8 0.5 0.3 11.5
Total Del/Veh (s) 14.8 15.8 43.6 13.6 11.4 6.2 19.5
Stop Delay (hr) 0.8 1.4 4.9 1.5 0.4 0.2 9.2
Stop Del/Veh (s) 10.4 14.4 41.0 7.3 8.8 5.1 15.6
Total Stops 282 334 424 754 160 157 2111
Stop/Veh 0.99 0.99 0.98 1.00 0.99 0.99 0.99
Travel Dist (mi) 45.2 53.7 98.0 173.2 36.5 36.0 442.5
Travel Time (hr) 2.6 3.5 8.5 8.3 1.6 1.6 26.0
Avg Speed (mph) 17 16 12 21 23 26 17
Fuel Used (gal) 1.3 1.6 4.1 5.6 0.9 0.9 14.3
Fuel Eff. (mpg) 35.7 33.8 24.1 31.1 41.8 39.9 31.0
HC Emissions (g) 20 24 59 118 15 17 251
CO Emissions (g) 561 667 1901 3362 378 469 7340
NOx Emissions (g) 56 67 182 355 46 51 756
Vehicles Entered 281 334 425 746 160 158 2104
Vehicles Exited 282 335 423 744 160 158 2102
Hourly Exit Rate 282 335 423 744 160 158 2102
Input Volume 290 340 430 740 160 160 2120
% of Volume 97 99 98 100 100 99 99
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 299
Occupancy (veh) 3 3 8 8 2 1 26
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.2 0.7 3.2 0.0 0.0 0.0 Total Delay (hr) 2.6 0.4 0.2 0.5 0.5 1.3 1.1 2.7 0.3 2.8 0.6 0.6 Total Del/Veh (s) 26.1 30.4 9.5 24.8 30.4 10.0 31.6 28.3 7.7 50.2 23.0 14.4 Stop Delay (hr) 2.1 0.3 0.2 0.5 0.5 1.0 1.0 2.1 0.2 2.5 0.5 0.4 Stop Del/Veh (s) 21.1 26.2 8.7 23.5 27.5 7.7 27.5 21.2 5.4 43.8 18.1 9.5 Total Stops 266 34 64 53 49 304 106 260 100 194 62 103
Stop/Veh 0.74 0.79 0.80 0.74 0.80 0.65 0.83 0.75 0.74 0.95 0.66 0.68 Travel Dist (mi) 16.4 2.0 3.6 2.0 1.7 13.0 19.6 53.7 21.0 46.5 21.4 35.2 Travel Time (hr) 3.1 0.4 0.4 0.6 0.6 1.8 1.8 4.3 1.1 4.3 1.3 1.7 Avg Speed (mph) 5 5 9 3 3 7 11 13 21 11 17 20
Fuel Used (gal) 1.0 0.1 0.1 0.2 0.2 0.8 0.8 1.9 0.6 2.1 0.8 1.3 Fuel Eff. (mpg) 16.0 17.2 32.9 11.5 9.5 16.5 25.0 28.3 34.5 21.7 25.6 27.9 HC Emissions (g) 9 1 1 1 2 12 13 28 13 34 15 27
CO Emissions (g) 214 29 27 29 44 320 449 872 452 1048 477 801 NOx Emissions (g) 28 3 2 3 4 37 35 82 37 95 46 78
Vehicles Entered 358 43 80 72 61 468 126 345 134 200 92 150 Vehicles Exited 358 43 80 72 60 468 126 344 134 199 92 150 Hourly Exit Rate 358 43 80 72 60 468 126 344 134 199 92 150 Input Volume 360 40 80 70 60 470 120 340 130 200 92 160 % of Volume 99 107 100 103 100 100 105 101 103 100 101 94 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 300112241412
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.3
Denied Del/Veh (s) 0.5
Total Delay (hr) 13.7
Total Del/Veh (s) 22.9
Stop Delay (hr) 11.1
Stop Del/Veh (s) 18.7
Total Stops 1595
Stop/Veh 0.74
Travel Dist (mi) 236.0
Travel Time (hr) 21.4
Avg Speed (mph) 11
Fuel Used (gal) 9.9
Fuel Eff. (mpg) 23.8
HC Emissions (g) 155
CO Emissions (g) 4762
NOx Emissions (g) 449
Vehicles Entered 2129
Vehicles Exited 2126
Hourly Exit Rate 2126
Input Volume 2122
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 271
Occupancy (veh) 21
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr) 0.1 0.2 0.0 0.0 0.6 0.0 0.2 0.0 0.0 0.0 0.5 1.7 Total Del/Veh (s) 7.0 2.8 1.8 5.0 4.9 3.1 30.1 12.8 7.0 11.8 14.0 6.3 Stop Delay (hr) 0.1 0.1 0.0 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.5 1.1 Stop Del/Veh (s) 5.4 1.0 1.2 3.0 2.0 2.0 28.3 11.0 6.5 10.3 13.3 4.2 Total Stops 31 21 2 0 56 1 25 1 1 1 139 278
Stop/Veh 0.56 0.07 0.07 0.00 0.13 0.25 1.00 1.00 1.00 1.00 0.99 0.28 Travel Dist (mi) 1.5 8.0 0.7 0.1 79.8 0.7 3.8 0.1 0.2 0.1 26.5 121.6 Travel Time (hr) 0.2 0.5 0.1 0.0 2.8 0.0 0.4 0.0 0.0 0.0 1.6 5.6 Avg Speed (mph) 8 15 12 25 29 27 11 14 20 15 16 22
Fuel Used (gal) 0.1 0.6 0.0 0.0 1.8 0.0 0.1 0.0 0.0 0.0 0.8 3.5 Fuel Eff. (mpg) 17.1 12.5 20.6 47.4 44.3 48.3 28.8 36.6 40.3 34.0 35.2 35.0 HC Emissions (g) 1 13 1 0 34 0 2 0 0 0 11 63
CO Emissions (g) 27 484 27 1 917 3 43 0 1 0 219 1723
NOx Emissions (g) 4 45 4 0 104 0 5 0 0 0 28 191
Vehicles Entered 55 294 28 1 438 4 25 1 1 1 139 987
Vehicles Exited 54 294 28 1 437 4 25 1 1 1 139 985
Hourly Exit Rate 54 294 28 1 437 4 25 1 1 1 139 985
Input Volume 55 290 25 1 435 4 25 1 1 1 140 977
% of Volume 99 101 113 100 101 100 101 100 100 100 99 101 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 521
Occupancy (veh) 010030000026
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.1 0.3 0.2
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 8.7 5.9 0.2 0.1 1.9 0.2 0.4
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 7.1 5.6 0.0 0.0 0.7 0.0 0.2
Total Stops 17 2 0 0 0 0 19
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.02
Travel Dist (mi) 0.6 0.1 19.8 0.3 0.1 59.5 80.4
Travel Time (hr) 0.1 0.0 0.6 0.0 0.0 1.7 2.3
Avg Speed (mph) 9 10 36 23 28 37 35
Fuel Used (gal) 0.0 0.0 0.6 0.0 0.0 1.4 1.9
Fuel Eff. (mpg) 35.3 38.7 35.9 59.3 46.5 44.0 41.6
HC Emissions (g) 0 0 16 0 0 25 42
CO Emissions (g) 4 0 425 2 1 515 946
NOx Emissions (g) 0 0 49 0 0 87 136
Vehicles Entered 17 2 322 5 1 464 811
Vehicles Exited 17 2 322 5 1 464 811
Hourly Exit Rate 17 2 322 5 1 464 811
Input Volume 19 2 328 4 1 461 815
% of Volume 91 100 98 125 100 101 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 520
Occupancy (veh) 0010022
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.2 0.2 0.0 0.4
Total Del/Veh (s) 1.6 1.7 0.9 1.6
Stop Delay (hr) 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 0.2 0.3 0.2 0.2
Total Stops 9009
Stop/Veh 0.02 0.00 0.00 0.01
Travel Dist (mi) 30.1 16.6 0.4 47.1
Travel Time (hr) 1.0 0.7 0.0 1.8
Avg Speed (mph) 29 23 18 27
Fuel Used (gal) 0.5 1.3 0.0 1.8
Fuel Eff. (mpg) 62.1 12.7 24.2 26.0
HC Emissions (g) 9 31 0 40
CO Emissions (g) 233 1510 8 1752
NOx Emissions (g) 24 95 1 120
Vehicles Entered 481 328 8 817
Vehicles Exited 480 328 8 816
Hourly Exit Rate 480 328 8 816
Input Volume 480 332 8 821
% of Volume 100 99 97 99
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 344
Occupancy (veh) 1102
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.8 0.0 1.9
Total Del/Veh (s) 9.6 1.4 8.8
Stop Delay (hr) 0.7 0.0 0.7
Stop Del/Veh (s) 3.7 0.9 3.4
Total Stops 680 0 680
Stop/Veh 0.99 0.00 0.89
Travel Dist (mi) 48.8 5.1 53.9
Travel Time (hr) 3.8 0.2 4.0
Avg Speed (mph) 13 21 13
Fuel Used (gal) 2.3 0.4 2.7
Fuel Eff. (mpg) 21.6 12.0 20.1
HC Emissions (g) 36 9 45
CO Emissions (g) 1091 450 1541
NOx Emissions (g) 128 27 155
Vehicles Entered 682 77 759
Vehicles Exited 681 78 759
Hourly Exit Rate 681 78 759
Input Volume 693 78 771
% of Volume 98 100 98
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 180
Occupancy (veh) 4 0 4
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.6
Denied Del/Veh (s) 0.8
Total Delay (hr) 30.7
Total Del/Veh (s) 40.9
Stop Delay (hr) 22.6
Stop Del/Veh (s) 30.1
Total Stops 4692
Stop/Veh 1.74
Travel Dist (mi) 1386.6
Travel Time (hr) 74.5
Avg Speed (mph) 19
Fuel Used (gal) 50.3
Fuel Eff. (mpg) 27.6
HC Emissions (g) 994
CO Emissions (g) 32228
NOx Emissions (g) 3010
Vehicles Entered 2636
Vehicles Exited 2627
Hourly Exit Rate 2627
Input Volume 10257
% of Volume 26
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 255
Occupancy (veh) 74
Queuing and Blocking Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 168 239 334 448 332 121 91
Average Queue (ft) 83 104 188 128 113 58 45
95th Queue (ft) 139 190 338 377 283 99 74
Link Distance (ft) 847 847 1153 1153 1204
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 19
Queuing Penalty (veh) 71
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB WB NB NB NB SB SB
Directions Served L TR L T R L T R L TR
Maximum Queue (ft) 262 150 102 152 73 219 323 212 321 195 Average Queue (ft) 166 57 45 96 68 76 156 47 131 84
95th Queue (ft) 252 112 87 161 80 154 264 130 279 158
Link Distance (ft) 194 194 73 73 815 1153 1153
Upstream Blk Time (%) 5 0 4 12 12
Queuing Penalty (veh) 13 0 12 35 0
Storage Bay Dist (ft) 25 250 200
Storage Blk Time (%) 34 39 4
Queuing Penalty (veh) 161 23 9
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 85 200 67 139
Average Queue (ft) 39 44 21 58
95th Queue (ft) 94 141 53 109
Link Distance (ft) 73 959 800 1005
Upstream Blk Time (%) 3
Queuing Penalty (veh) 11
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions AM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB NB SB
Directions Served LR TR LT
Maximum Queue (ft) 64 2 9
Average Queue (ft) 17 0 0
95th Queue (ft) 50 2 6
Link Distance (ft) 179 277 675
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 80
Average Queue (ft) 6
95th Queue (ft) 40
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 93
Average Queue (ft) 62
95th Queue (ft) 85
Link Distance (ft) 326
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 335
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 1
1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Performance by movement Movement EBT EBR WBL WBT SBL SBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.2 0.3
Denied Del/Veh (s) 0.3 0.3 0.0 0.0 0.6 3.5 0.6
Total Delay (hr) 1.4 5.1 2.5 2.2 0.5 0.5 12.3
Total Del/Veh (s) 16.5 39.9 26.5 13.1 11.4 7.6 20.7
Stop Delay (hr) 1.0 5.1 2.3 1.3 0.4 0.4 10.6
Stop Del/Veh (s) 12.1 39.9 24.0 7.6 8.6 6.3 17.8
Total Stops 300 458 339 619 172 241 2129
Stop/Veh 0.99 0.99 0.99 1.00 0.99 0.99 0.99
Travel Dist (mi) 48.0 73.5 78.4 143.2 39.2 55.2 437.4
Travel Time (hr) 2.9 7.9 5.4 7.0 1.7 2.5 27.4
Avg Speed (mph) 17 9 14 21 23 24 16
Fuel Used (gal) 1.4 2.8 3.1 4.7 0.9 1.4 14.3
Fuel Eff. (mpg) 34.9 25.8 25.4 30.5 42.9 40.1 30.6
HC Emissions (g) 20 35 49 87 12 27 230
CO Emissions (g) 579 998 1659 2637 337 716 6926
NOx Emissions (g) 57 94 151 266 41 83 692
Vehicles Entered 299 458 339 612 172 242 2122
Vehicles Exited 299 458 337 614 171 241 2120
Hourly Exit Rate 299 458 337 614 171 241 2120
Input Volume 300 450 340 600 170 240 2100
% of Volume 100 102 99 102 101 100 101
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 285
Occupancy (veh) 3 8 5 7 2 2 27
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 2
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 3.2 0.9 3.1 0.0 0.0 0.0 Total Delay (hr) 2.6 0.3 0.2 0.4 0.2 0.6 1.9 2.4 0.3 2.2 0.9 0.7 Total Del/Veh (s) 29.0 22.4 8.9 32.6 26.4 7.8 33.0 25.9 6.8 43.7 26.2 14.0 Stop Delay (hr) 2.3 0.3 0.1 0.3 0.2 0.6 1.7 1.8 0.2 2.0 0.7 0.5 Stop Del/Veh (s) 25.9 18.9 8.2 31.3 23.6 7.8 28.3 19.2 4.7 38.9 20.2 10.8 Total Stops 256 32 45 35 22 260 182 233 104 173 86 127
Stop/Veh 0.79 0.62 0.71 0.88 0.76 0.87 0.86 0.69 0.70 0.95 0.72 0.73 Travel Dist (mi) 14.7 2.3 2.9 1.1 0.8 8.3 32.5 51.9 22.8 41.6 27.6 40.6 Travel Time (hr) 3.2 0.4 0.3 0.4 0.2 1.2 3.1 3.9 1.2 3.6 1.8 2.2 Avg Speed (mph) 5 6 10 3 3 7 11 14 22 11 16 19
Fuel Used (gal) 1.0 0.1 0.1 0.1 0.1 0.4 1.3 1.8 0.6 1.8 1.1 1.4 Fuel Eff. (mpg) 15.3 18.4 33.8 9.9 11.3 21.4 24.7 29.3 36.0 22.7 25.8 28.4 HC Emissions (g) 6 2 1 0 0 4 18 25 11 26 19 25
CO Emissions (g) 141 52 21 10 18 91 631 774 416 867 603 828 NOx Emissions (g) 17 4 2 1 1 12 49 73 32 77 56 76
Vehicles Entered 320 51 63 40 29 297 209 333 146 179 118 174 Vehicles Exited 322 52 63 39 29 298 208 331 147 180 118 172 Hourly Exit Rate 322 52 63 39 29 298 208 331 147 180 118 172 Input Volume 320 51 60 40 30 290 210 330 150 180 120 170 % of Volume 101 102 105 98 97 103 99 100 98 100 98 101
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh) 300001341422
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 3
2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Performance by movement Movement All
Denied Delay (hr) 0.4
Denied Del/Veh (s) 0.7
Total Delay (hr) 12.7
Total Del/Veh (s) 23.1
Stop Delay (hr) 10.7
Stop Del/Veh (s) 19.5
Total Stops 1555
Stop/Veh 0.79
Travel Dist (mi) 247.2
Travel Time (hr) 21.5
Avg Speed (mph) 12
Fuel Used (gal) 9.8
Fuel Eff. (mpg) 25.2
HC Emissions (g) 136
CO Emissions (g) 4451
NOx Emissions (g) 399
Vehicles Entered 1959
Vehicles Exited 1959
Hourly Exit Rate 1959
Input Volume 1952
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 271
Occupancy (veh) 21
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 4
3: S Parallel Ave/Oak Ave & E Main Street Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.1 Total Delay (hr) 0.1 0.1 0.0 0.0 0.2 0.0 0.1 0.0 0.0 0.0 0.1 0.5 Total Del/Veh (s) 3.4 1.3 0.9 1.8 2.0 0.2 15.3 11.2 10.0 11.7 6.0 2.5 Stop Delay (hr) 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 Stop Del/Veh (s) 2.4 0.6 0.7 0.3 0.3 0.1 13.6 8.7 8.0 8.9 5.3 1.3 Total Stops 23 11 1 0 6 0 12 3 3 2 68 129
Stop/Veh 0.38 0.04 0.05 0.00 0.02 0.00 1.00 1.00 1.00 1.00 1.00 0.17 Travel Dist (mi) 1.6 8.0 0.6 0.3 52.2 0.3 1.9 0.5 0.6 0.4 12.8 79.2 Travel Time (hr) 0.2 0.5 0.0 0.0 1.6 0.0 0.1 0.0 0.0 0.0 0.6 3.2 Avg Speed (mph) 10 15 13 30 33 31 15 17 19 18 20 25
Fuel Used (gal) 0.1 0.6 0.0 0.0 1.1 0.0 0.1 0.0 0.0 0.0 0.3 2.2 Fuel Eff. (mpg) 18.7 13.4 22.2 45.2 47.7 46.2 36.5 37.4 38.1 34.2 40.3 35.6 HC Emissions (g) 1 10 1 0 20 0 0 0 0 0 4 37
CO Emissions (g) 28 411 20 2 517 2 5 1 2 1 79 1069
NOx Emissions (g) 4 37 3 0 63 0 1 0 0 0 11 119
Vehicles Entered 61 296 21 2 287 2 12 3 3 2 67 756
Vehicles Exited 61 296 21 2 286 2 12 3 3 2 68 756
Hourly Exit Rate 61 296 21 2 286 2 12 3 3 2 68 756
Input Volume 65 298 20 2 280 1 15 2 3 2 65 753
% of Volume 94 99 106 100 102 200 79 150 100 100 105 100 Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh) 919
Occupancy (veh) 010020000013
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 5
4: Frontage Rd & Hotel Driveway 2 Performance by movement Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.3 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 8.5 4.2 0.1 0.0 0.1 0.3
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 6.8 4.0 0.0 0.0 0.0 0.1
Total Stops 12 2 0 0 0 0 14
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.02
Travel Dist (mi) 0.4 0.1 24.3 0.1 0.1 54.1 79.1
Travel Time (hr) 0.0 0.0 0.8 0.0 0.0 1.7 2.6
Avg Speed (mph) 9 10 31 23 20 32 31
Fuel Used (gal) 0.0 0.0 0.6 0.0 0.0 1.3 1.9
Fuel Eff. (mpg) 36.2 42.8 38.8 69.3 42.2 41.6 40.7
HC Emissions (g) 0 0 15 0 0 20 35
CO Emissions (g) 1 0 290 0 0 368 659
NOx Emissions (g) 0 0 42 0 0 60 102
Vehicles Entered 12 2 396 1 0 422 833
Vehicles Exited 12 2 396 1 0 422 833
Hourly Exit Rate 12 2 396 1 0 422 833
Input Volume 13 1 395 1 1 417 828
% of Volume 91 200 100 100 0 101 101
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh) 462
Occupancy (veh) 0010023
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 6
5: Frontage Rd & Hotel Driveway 1 Performance by movement Movement EBT WBT WBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0 0.0
Total Delay (hr) 0.1 0.1 0.0 0.2
Total Del/Veh (s) 1.2 0.8 0.6 1.0
Stop Delay (hr) 0.0 0.0 0.0 0.1
Stop Del/Veh (s) 0.3 0.2 0.2 0.3
Total Stops 10 0 0 10
Stop/Veh 0.02 0.00 0.00 0.01
Travel Dist (mi) 27.2 20.0 0.7 47.9
Travel Time (hr) 1.0 1.0 0.0 2.1
Avg Speed (mph) 27 20 16 23
Fuel Used (gal) 0.5 1.4 0.0 2.0
Fuel Eff. (mpg) 50.8 13.9 22.1 23.8
HC Emissions (g) 8 30 0 38
CO Emissions (g) 175 1266 15 1455
NOx Emissions (g) 22 98 1 122
Vehicles Entered 435 396 14 845
Vehicles Exited 435 396 14 845
Hourly Exit Rate 435 396 14 845
Input Volume 431 396 15 842
% of Volume 101 100 92 100
Denied Entry Before 0000
Denied Entry After 0000
Density (ft/veh) 293
Occupancy (veh) 1102
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 7
13: Dummy link & SR 99 SB On Ramp Performance by movement Movement SET SER All
Denied Delay (hr) 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.0
Total Delay (hr) 1.9 0.0 2.0
Total Del/Veh (s) 9.7 1.4 8.9
Stop Delay (hr) 0.7 0.0 0.8
Stop Del/Veh (s) 3.7 0.9 3.4
Total Stops 713 0 713
Stop/Veh 0.99 0.00 0.89
Travel Dist (mi) 50.6 5.3 55.9
Travel Time (hr) 4.0 0.3 4.2
Avg Speed (mph) 13 21 13
Fuel Used (gal) 2.4 0.4 2.8
Fuel Eff. (mpg) 21.3 12.2 19.9
HC Emissions (g) 37 11 48
CO Emissions (g) 1084 503 1587
NOx Emissions (g) 132 33 165
Vehicles Entered 713 81 794
Vehicles Exited 713 81 794
Hourly Exit Rate 713 81 794
Input Volume 711 79 790
% of Volume 100 102 101
Denied Entry Before 0 0 0
Denied Entry After 0 0 0
Density (ft/veh) 170
Occupancy (veh) 4 0 4
SimTraffic Performance Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 8
Total Network Performance
Denied Delay (hr) 0.8
Denied Del/Veh (s) 1.0
Total Delay (hr) 29.1
Total Del/Veh (s) 38.2
Stop Delay (hr) 22.7
Stop Del/Veh (s) 29.8
Total Stops 4550
Stop/Veh 1.66
Travel Dist (mi) 1355.4
Travel Time (hr) 74.9
Avg Speed (mph) 18
Fuel Used (gal) 49.1
Fuel Eff. (mpg) 27.6
HC Emissions (g) 884
CO Emissions (g) 28751
NOx Emissions (g) 2688
Vehicles Entered 2677
Vehicles Exited 2677
Hourly Exit Rate 2677
Input Volume 9917
% of Volume 27
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 254
Occupancy (veh) 74
Queuing and Blocking Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 9
Intersection: 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Movement EB EB WB WB WB SB SB
Directions Served T R L T T L TR
Maximum Queue (ft) 263 482 266 162 162 120 135
Average Queue (ft) 99 218 132 76 86 56 61
95th Queue (ft) 238 465 236 131 134 97 108
Link Distance (ft) 847 847 1153 1153 1204
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft) 230 270
Storage Blk Time (%) 3
Queuing Penalty (veh) 8
Intersection: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Movement EB EB WB WB WB NB NB NB SB SB
Directions Served L TR L T R L T R L TR
Maximum Queue (ft) 257 137 82 132 73 231 308 206 241 210 Average Queue (ft) 160 52 31 57 60 117 147 45 115 106
95th Queue (ft) 253 107 68 120 77 195 255 123 208 188
Link Distance (ft) 194 194 73 73 815 1153 1153
Upstream Blk Time (%) 60134
Queuing Penalty (veh) 14 0260
Storage Bay Dist (ft) 25 250 200
Storage Blk Time (%) 17 38 0 3
Queuing Penalty (veh) 49 11 0 11
Intersection: 3: S Parallel Ave/Oak Ave & E Main Street Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 82 74 43 71
Average Queue (ft) 29 6 12 35
95th Queue (ft) 78 42 37 60
Link Distance (ft) 73 959 800 1005
Upstream Blk Time (%) 1
Queuing Penalty (veh) 4
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Ripon East Main Traffic Signal Cumulative Plus Signal Conditions PM Peak Hour
01/06/2024 Average of 12 Runs
Fehr & Peers Page 10
Intersection: 4: Frontage Rd & Hotel Driveway 2
Movement WB SB
Directions Served LR LT
Maximum Queue (ft) 45 14
Average Queue (ft) 12 1
95th Queue (ft) 39 10
Link Distance (ft) 179 675
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Frontage Rd & Hotel Driveway 1
Movement EB
Directions Served T
Maximum Queue (ft) 122
Average Queue (ft) 9
95th Queue (ft) 61
Link Distance (ft) 277
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Dummy link & SR 99 SB On Ramp
Movement SE
Directions Served T
Maximum Queue (ft) 95
Average Queue (ft) 65
95th Queue (ft) 91
Link Distance (ft) 326
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Network Summary
Network wide Queuing Penalty: 105
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Timing Plan Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 290 340 430 740 0 0 0 0 160 0 160 Future Volume (vph) 0 290 340 430 740 0 0 0 0 160 0 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1568 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1568 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1231 402 1254
Travel Time (s) 20.1 28.0 7.8 24.4
Confl. Peds. (#/hr) 6
Confl. Bikes (#/hr) 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 315 370 467 804 0 0 0 0 174 0 174
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 315 370 467 804 0 0 0 0 174 174 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Timing Plan Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 360 40 80 70 60 470 120 340 130 200 90 160 Future Volume (vph) 360 40 80 70 60 470 120 340 130 200 90 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 25 250 200 0 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 75 25 70 70
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 Frt 0.900 0.850 0.850 0.904
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1752 1660 0 1752 1845 1568 1752 1845 1568 1752 1668 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1752 1660 0 1752 1845 1568 1752 1845 1568 1752 1668 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 87 117 141 94
Link Speed (mph) 35 35 35 30
Link Distance (ft) 277 184 862 1231
Travel Time (s) 5.4 3.6 16.8 28.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 391 43 87 76 65 511 130 370 141 217 98 174 Shared Lane Traffic (%)
Lane Group Flow (vph) 391 130 0 76 65 511 130 370 141 217 272 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) 24 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 60 9 15 60 15 9 60 60
Turn Type Prot NA Prot NA pm+ov Prot NA Perm Prot NA
Protected Phases 7 4 38152 16
Permitted Phases 8 2
Detector Phase 7 4 38152216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.5 23.5 23.5 23.5 9.5 9.5 20.5 20.5 9.5 23.5 Total Split (s) 25.5 25.5 23.5 23.5 16.8 14.3 24.2 24.2 16.8 26.7 Total Split (%) 28.3% 28.3% 26.1% 26.1% 18.7% 15.9% 26.9% 26.9% 18.7% 29.7% Maximum Green (s) 21.0 21.0 19.0 19.0 12.3 9.8 19.7 19.7 12.3 22.2 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Timing Plan Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 14.0 14.0 14.0 14.0 11.0 11.0 14.0
Pedestrian Calls (#/hr) 2 2 2 2 2 2 2
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 77.3
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Lanes, Volumes, Timings Cumulative Plus Signal Conditions 3: S Parallel Ave/Oak Ave & E Main Street Timing Plan
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 55 290 25 1 435 4 25 1 1 0 1 140
Future Volume (vph) 55 290 25 1 435 4 25 1 1 0 1 140
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.991 0.999 0.995 0.866
Flt Protected 0.993 0.956
Satd. Flow (prot) 0 1815 0 0 1843 0 0 1755 0 0 1597 0
Flt Permitted 0.993 0.956
Satd. Flow (perm) 0 1815 0 0 1843 0 0 1755 0 0 1597 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 184 976 825 1027
Travel Time (s) 3.6 19.0 22.5 28.0
Confl. Peds. (#/hr) 3 1
Confl. Bikes (#/hr) 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 60 315 27 1 473 4 27 1 1 0 1 152
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 402 0 0 478 0 0 29 0 0 153 0
Enter Blocked Intersection No No No 1 veh 1 veh 1 veh 1 veh No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 0000
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 4: Frontage Rd & Hotel Driveway 2 Timing Plan
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 19 2 328 4 1 461
Future Volume (vph) 19 2 328 4 1 461
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.988 0.999
Flt Protected 0.956
Satd. Flow (prot) 1742 0 1843 0 0 1845
Flt Permitted 0.956
Satd. Flow (perm) 1742 0 1843 0 0 1845
Link Speed (mph) 25 35 35
Link Distance (ft) 208 326 698
Travel Time (s) 5.7 6.4 13.6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 21 2 357 4 1 501
Shared Lane Traffic (%)
Lane Group Flow (vph) 23 0 361 0 0 502
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 5: Frontage Rd & Hotel Driveway 1 Timing Plan
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 480 332 8 0 0
Future Volume (vph) 0 480 332 8 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.997
Flt Protected
Satd. Flow (prot) 0 1845 1839 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1839 0 0 0
Link Speed (mph) 35 35 30
Link Distance (ft) 326 277 145
Travel Time (s) 6.4 5.4 3.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 0 522 361 9 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 522 370 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 13: Dummy link & SR 99 SB On Ramp Timing Plan
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 692 78 0000
Future Volume (vph) 692 78 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 402 645 218
Travel Time (s) 7.8 12.6 5.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 752 85 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 752 85 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 1: SR 99 SB On Ramp/SR 99 SB Off Ramp & Main Street Timing Plan Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 300 450 340 600 0 0 0 0 170 0 240 Future Volume (vph) 0 300 450 340 600 0 0 0 0 170 0 240 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 230 0 0 0 0 270
Storage Lanes 0 1 1 0 0 0 1 1
Taper Length (ft) 25 110 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 0 1845 1568 1752 3505 0000 1752 1568 0 Flt Permitted 0.950 0.950
Satd. Flow (perm) 0 1845 1568 1752 3505 0000 1752 1568 0 Link Speed (mph) 30 30 35 35
Link Distance (ft) 883 1231 402 1254
Travel Time (s) 20.1 28.0 7.8 24.4
Confl. Peds. (#/hr) 1 4
Confl. Bikes (#/hr) 1 4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 326 489 370 652 0 0 0 0 185 0 261
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 326 489 370 652 0 0 0 0 185 261 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) 12 12 12 12
Link Offset(ft) 0000
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 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Stop Stop Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Timing Plan Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 320 50 60 40 30 290 210 330 150 180 120 170 Future Volume (vph) 320 50 60 40 30 290 210 330 150 180 120 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 25 250 200 0 0
Storage Lanes 1 0 1 1 1 1 1 0
Taper Length (ft) 75 25 70 70
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 0.99
Frt 0.918 0.850 0.850 0.912
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1752 1681 0 1752 1845 1568 1752 1845 1568 1752 1682 0 Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1752 1681 0 1752 1845 1568 1752 1845 1568 1752 1682 0 Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 65 315 182 73
Link Speed (mph) 35 35 35 30
Link Distance (ft) 277 184 862 1231
Travel Time (s) 5.4 3.6 16.8 28.0
Confl. Peds. (#/hr) 1
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 348 54 65 43 33 315 228 359 163 196 130 185 Shared Lane Traffic (%)
Lane Group Flow (vph) 348 119 0 43 33 315 228 359 163 196 315 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) 24 12 12 12
Link Offset(ft) 0000
Crosswalk Width(ft) 16 16 16 16
Two way Left Turn Lane Yes
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8 2
Detector Phase 7 4 38852216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 23.5 9.5 23.5 23.5 9.5 22.5 22.5 9.5 22.5 Total Split (s) 24.0 36.5 11.0 23.5 23.5 18.0 26.5 26.5 16.0 24.5 Total Split (%) 26.7% 40.6% 12.2% 26.1% 26.1% 20.0% 29.4% 29.4% 17.8% 27.2% Maximum Green (s) 19.5 32.0 6.5 19.0 19.0 13.5 22.0 22.0 11.5 20.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lanes, Volumes, Timings Cumulative Plus Signal Conditions 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Timing Plan Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Recall Mode None None None None None None Min Min None Min Walk Time (s) 5.0 5.0 5.0 7.0 7.0 7.0
Flash Dont Walk (s) 14.0 14.0 14.0 11.0 11.0 11.0
Pedestrian Calls (#/hr) 2 2 2 0 0 0
Intersection Summary
Area Type: Other
Cycle Length: 90
Actuated Cycle Length: 76.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 2: SR 99 NB On/Off Ramp/Main Street & Frontage Rd Lanes, Volumes, Timings Cumulative Plus Signal Conditions 3: S Parallel Ave/Oak Ave & E Main Street Timing Plan
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 65 295 20 2 280 1 15 2 0 3 2 65
Future Volume (vph) 65 295 20 2 280 1 15 2 0 3 2 65
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 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
Frt 0.993 0.874
Flt Protected 0.991 0.957 0.998
Satd. Flow (prot) 0 1815 0 0 1845 0 0 1765 0 0 1609 0
Flt Permitted 0.991 0.957 0.998
Satd. Flow (perm) 0 1815 0 0 1845 0 0 1765 0 0 1609 0
Link Speed (mph) 35 35 25 25
Link Distance (ft) 184 976 825 1027
Travel Time (s) 3.6 19.0 22.5 28.0
Confl. Peds. (#/hr) 1 1 3 1 2
Confl. Bikes (#/hr) 1 1 2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 71 321 22 2 304 1 16 2 0 3 2 71
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 414 0 0 307 0 0 18 0 0 76 0
Enter Blocked Intersection No No No 1 veh 1 veh 1 veh 1 veh No No Yes Yes Yes Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0000
Link Offset(ft) 0 0 -45 0
Crosswalk Width(ft) 0000
Two way Left Turn Lane
Headway 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 Turning Speed (mph) 15 9 15 9 15 9 15 9
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 4: Frontage Rd & Hotel Driveway 2 Timing Plan
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 5
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 13 1 394 1 1 417
Future Volume (vph) 13 1 394 1 1 417
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.991
Flt Protected 0.955
Satd. Flow (prot) 1746 0 1845 0 0 1845
Flt Permitted 0.955
Satd. Flow (perm) 1746 0 1845 0 0 1845
Link Speed (mph) 30 30 30
Link Distance (ft) 208 326 698
Travel Time (s) 4.7 7.4 15.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 14 1 428 1 1 453
Shared Lane Traffic (%)
Lane Group Flow (vph) 15 0 429 0 0 454
Enter Blocked Intersection No No Yes Yes Yes Yes
Lane Alignment Left Right Left Right Left Left
Median Width(ft) 12 0 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 9 15
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 5: Frontage Rd & Hotel Driveway 1 Timing Plan
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 6
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 0 430 395 15 0 0
Future Volume (vph) 0 430 395 15 0 0
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.995
Flt Protected
Satd. Flow (prot) 0 1845 1835 0 0 0
Flt Permitted
Satd. Flow (perm) 0 1845 1835 0 0 0
Link Speed (mph) 30 30 30
Link Distance (ft) 326 277 145
Travel Time (s) 7.4 6.3 3.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 0 467 429 16 0 0
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 467 445 0 0 0
Enter Blocked Intersection Yes Yes Yes Yes No No
Lane Alignment Left Left Left Right Left Right
Median Width(ft) 12 12 0
Link Offset(ft) 0 0 0
Crosswalk Width(ft) 16 16 16
Two way Left Turn Lane Yes Yes
Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 15 9 15 9
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized
Lanes, Volumes, Timings Cumulative Plus Signal Conditions 13: Dummy link & SR 99 SB On Ramp Timing Plan
Ripon East Main Traffic Signal Synchro 11 Report
Fehr & Peers Page 7
Lane Group SET SER NWL NWT NEL NER
Lane Configurations
Traffic Volume (vph) 711 79 0000
Future Volume (vph) 711 79 0000
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Storage Length (ft) 240 0 0 0
Storage Lanes 1 0 0 0
Taper Length (ft) 25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850
Flt Protected
Satd. Flow (prot) 1845 1568 0000
Flt Permitted
Satd. Flow (perm) 1845 1568 0000
Link Speed (mph) 35 35 30
Link Distance (ft) 402 645 218
Travel Time (s) 7.8 12.6 5.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 773 86 0000
Shared Lane Traffic (%)
Lane Group Flow (vph) 773 86 0000
Enter Blocked Intersection No No No No No No
Lane Alignment Left Right Left Left 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 1.00 1.00 1.00 1.00 1.00 1.00
Turning Speed (mph) 35 15 15 9
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

Ripon City CouncilMarch 12, 2024

Ripon City Council
March 12, 2024