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HomeMy WebLinkAboutTECHNICAL MEMORANDUM - 23-00732 - Good 2 Go - New Commercial Bldg100 East Bower St., Suite 110 Meridian, ID 83642 (208) 288-1992 223037 Technical Memorandum TO:Brandon Lee; Rexburg Commercial Property, LLC FROM:Stephen Lewis, PE, PTOE Alex Grover, PE, PTOE Abby McFetridge, EI DATE:July 6, 2023 SUBJECT: Rexburg Good-2-Go Development – Traffic Impact Study This memo summarizes a traffic impact study (TIS) of a proposed 23-acre commercial development in southwest Rexburg, ID (see Figure 1). The development is proposed to be constructed in two phases. Phase 1 (2024 anticipated buildout) will consist of a Good-2-Go gas station with 10 fuel pumps and a 7,600 square-foot convenience store. Phase 2 (2029 anticipated buildout) will consist of a 164, 000 square-foot shopping center. The preliminary site plan is attached to this memo. The proposed public street accesses to the site are labeled in Figure 1. Accesses 1 and 2 are proposed to be constructed with Phase 1; Access 3 is proposed to be added with Phase 2. The city of Rexburg identified the required study intersections (circled in green in Figure 1): 1. 12th West & University Blvd – existing four-leg intersection, signalized. 2. US-20 SB Ramps & University Blvd - existing four-leg intersection, stop- controlled, one-way north-to-south. 3. US-20 NB Ramps & University Blvd – existing four-leg intersection, stop- controlled, one-way south-to-north. Figure 1: Vicinity Map Iron Horse Dev PROJECT SITE University Blvd 12 t h W e s t 2000 South S F r o n t a g e R d 2 3 1 Access 1 Access 2 Access 3 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 7/6/2023 Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 2 of 14 Within the study area, the 2015 Madison County Transportation Plan Map shows the following roadway functional classifications: · 12th West1 – Minor Arterial; 50-mph posted speed limit. · University Blvd1 – Major Arterial; 25-mph posted speed limit west of 12th West; 35-mph posted speed limit east of 12th West. · US-20 – Freeway; no posted speed limits on ramps; 70-mph posted speed limit on mainline. This TIS evaluates the following: · Five-year crash history in the study area · Seasonal adjustments and annual growth rates for background traffic · Trip generation, distribution, and assignment for the proposed development · AM and PM peak hour capacity analysis of the study intersections under the following development scenarios: o 2023 Existing Conditions: 2023 traffic counts with seasonal adjustment o 2024 No Build: 2023 Existing Conditions plus background traffic growth o 2024 Build: 2024 No Build plus Phase 1 development traffic o 2029 No Build: 2024 No Build plus background traffic growth and Iron Horse development traffic o 2029 Build: 2029 No Build plus Phases 1 & 2 development traffic · Turn lane warrants at the study intersections · Mitigation options, if needed The US-20 & University Blvd interchange is programmed for reconstruction in 2024; the existing stop- controlled interchange will be replaced with a signalized Diverging Diamond Interchange (DDI)2. Therefore, this study evaluates the development’s Phase 2 completion year (2029) with the DDI configuration (see attached conceptual design). This study includes the neighboring Iron Horse development (see Figure 1) in background traffic volumes for the Phase 2 completion year (2029). Traffic volume excerpts from the Iron Horse TIS are attached to this memo. It should be noted that the RV portion of Iron Horse development (less than 5 percent of the development’s trips) was complete before this study’s turning movement counts were performed. 1 The proposed Good-2-Go development will add a single through lane on University Blvd and 12th West adjacent to the development, which will result in a five-lane typical section on both University Blvd and 12th West (see attached preliminary plans). Currently, these two roadways have only four-lane sections, with a center left turn lane, one lane eastbound/northbound, and two lanes westbound/southbound, respectively. 2 Also referred to as a Double Crossover Diamond (DCD) interchange DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 3 of 14 DATA COLLECTION Keller Associates performed new turning movement counts at the study intersections on Wednesday, March 29, 2023, from 7:00-9:00 AM and 4:00-6:00 PM. The observed peak hours are listed below. Turning movement count spreadsheets are attached to this memo. Intersection Count AM Peak Hour PM Peak Hour 12th West & University Blvd 7:30-8:30AM 4:45-5:45PM US-20 SB Ramps & University Blvd 7:30-8:30AM 4:45-5:45PM US-20 NB Ramps & University Blvd 7:30-8:30AM 4:45-5:45PM Seasonal and yearly traffic volume trends in the study area were referenced from Idaho Transportation Department (ITD) Automatic Traffic Recorder (ATR) station #59, found on SH-33 east of Sugar City. ATR data are attached to this memo. The Rexburg TransCAD travel demand model, maintained by the Madison Rural Planning Organization (MRPO), was referenced to determine the background traffic growth rate to be used in this study. Screenshots of the 2021 calibration and 2048 planning years are attached to this memo. Crash history from 2017 to 2021 (the latest five years available) was referenced from the Local Highway Technical Assistance Council (LHTAC), and a summary spreadsheet is attached to this memo. ACCESS SPACING This study evaluates the Phase 1 and Phase 2 development traffic assuming Access 1 onto University Blvd will be limited to right-in, right-out movements, as stated in the development agreement for this project. This segment of University Blvd right-of-way between 12th West and US-20 is owned by ITD, although it is not a State Highway. The proposed location of Access 1 is 430 feet from the 12th West intersection, which meets the 250-foot minimum spacing stated in IDAPA §39.03.42 for District Routes of 35 mph in Urban areas. Access 2 is proposed to be located on 12th West approximately 330 feet south of the University Blvd intersection. This spacing meets the 330-foot minimum spacing stated in the LHTAC Standard Approach Policy Manual. This location is directly across 12th West from the existing Iron Horse development access. Access 3 should be located at least 330 feet south of Access 2 to comply with the LHTAC Standard Approach Policy Manual. There is the potential for a future 4th access along 12th West and the southern end of the property, halfway between University Blvd and 2000 South. Such an access, if constructed, should also comply with the 330-foot spacing between adjacent accesses. DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 4 of 14 CRASH HISTORY There were 68 reported crashes within 300 feet of the study intersections from January 2017 to December 2021, the most recent five years of crash data available. Table 1 summarizes the crashes. Table 1: Five-Year Intersection Crash History (2017-2021) Location Number of Crashes Fatal A-Injury (serious injury) B-Injury (minor injury) C-Injury (possible injury) Property Damage Only TOTAL 12th West & University Blvd 0 0 0 2 19 21 US-20 SB Ramps & University Blvd 0 0 1 1 8 10 US-20 NB Ramps & University Blvd 0 0 5 8 24 37 Total 0 0 6 11 51 68 Crash severity is relatively low at all three study intersections. However, crash frequency is relatively high at 12th West & University Blvd and US-20 NB Ramps & University Blvd. The most common crash type at 12th West & University Blvd was Angle Turning, and the most common crash type at US-20 NB Ramps & University Blvd was Rear-End. Since the most recent year of crash data in 2021, a traffic signal has been installed at the 12th West & University Blvd intersection. Traffic signals usually have lower crash frequency, and much lower crash severity, compared to two-way stop-controlled intersections. However, the intersection’s crash history should be reviewed again after three or more years of crash data are available to assess the traffic signal’s safety performance. The US-20 & University Blvd interchange is programmed for reconstruction in 2024; the existing stop- controlled interchange will be replaced with a signalized Diverging Diamond Interchange (DDI). To reduce the existing frequency of Rear-End crashes at these intersections, the signals should be timed to reduce vehicle queue lengths on the off-ramps. Capacity analyses in this study suggest that, if the University Blvd corridor signals are coordinated, half-cycling the DDI signals should be investigated to control queues. TRIP GENERATION Vehicle trip generation was estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. Table 2 shows trip generation for the proposed development. Trip Distribution and Assignment of the resulting external trips are covered in the following sections of this memo. Further Trip Generation details are attached to this memo. DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 5 of 14 Fitted curve equations, instead of average rates, were used to calculate trips where appropriate3, following guidance in ITE Trip Generation Handbook, 3rd Edition. Considering the relative lack of destinations within walking distance (½ mile), non-motorized trips generated by the development were considered negligible for traffic analysis purposes. Table 2: Vehicle Trip Generation TRIP DISTRIBUTION This study uses the trip distribution from the City-approved TIS for the neighboring Iron Horse Development. Using the same distribution is reasonable in this scenario because the Iron Horse development is located across 12th West from the proposed Good-2-Go development and is of similar commercial use. The trip distribution percentages to the study area’s external nodes are as follows: · 39% to/from the North, via US-20 and 12th West · 15% to/from the South, via US-20 and 12th West · 40% to/from the East, via University Blvd · 6% to/from the West, via University Blvd 3 The ITE Trip Generation Handbook recommends using fitted curve equations for land uses with more than 20 data points, or when the R2 ≥ 0.75 and the fitted curve equation passes through the data point cluster in the vicinity of the development size. Enter % Exit %Enter Exit Total Enter % Exit %Enter Exit Total 945 7.6 50% 50% 215 215 430 50% 50% 207 207 414 Total Total 215 215 430 Total 207 207 414 ↓ ↓ 62%215 215 430 133 133 267 Table E.37 56%207 207 414 116 116 232 Total 133 133 267 Total 116 116 232 ↓ ↓ Primary Trips Pass-By Trips Primary Trips Pass-By Trips Enter Exit Total Enter Exit Total Enter Exit Total Enter Exit Total Phase 1 Internal 0 0 0 n/a n/a n/a Phase 1 Internal 0 0 0 n/a n/a n/a Phase 1 External 82 82 163 133 133 267 Phase 1 External 91 91 182 116 116 232 Enter % Exit %Enter Exit Total Enter % Exit %Enter Exit Total 820 163.7 62% 38% 143 87 230 48% 52% 386 418 804 Total Total 143 87 230 Total 386 418 804 ↓ ↓ Primary Trips Pass-By Trips Primary Trips Pass-By Trips Enter Exit Total Enter Exit Total Enter Exit Total Enter Exit Total Phases 1 & 2 Internal 0 0 0 n/a n/a n/a Phases 1 & 2 Internal 0 0 0 n/a n/a n/a Phases 1 & 2 External 225 169 393 133 133 267Phases 1 & 2 External 477 509 986 116 116 232 Phase ITE Code Description 1 Convenience Store/Gas Station Setting/Location: General Urban/Suburban Independent Variable (X) 4,811 T = 56.52(X) T = 54.52(X) Calculate Pass-By Trip Adjustment AM Peak Hour of Adjacent Street, One Hour btwn 7 and 9am PM Peak Hour of Adjacent Street, One Hour btwn 4 and 6pm Average Rate OR Fitted Curve Equation Veh Trips (T) 1,000 SF Gross Floor Area: T = 560.88(X) + 548.79 4,811 Weekday Average Rate OR Fitted Curve Equation Veh Trips (T) Average Rate OR Fitted Curve Equation Veh Trips (T) Total Weekday AM Peak Hour of Adjacent Street, One Hour btwn 7 and 9am PM Peak Hour of Adjacent Street, One Hour btwn 4 and 6pm Methodology recommended in ITE Trip Generation Handbook, 3rd Edition; pass-by percentages are referenced from Appendix E. 10,138 Veh Trips (T) Total T = 26.11(X) + 5863.73 10,138 T = 0.59(X) + 133.55 T = e0.72Ln(X) + 3.02 Average Rate OR Fitted Curve Equation Veh Trips (T) Average Rate OR Fitted Curve Equation Veh Trips (T) Average Rate OR Fitted Curve Equation 2 Shopping Center (>150k) Setting/Location: General Urban/Suburban 1,000 SF Gross Floor Area: Phase ITE Code Description Independent Variable (X) DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 6 of 14 TRIP ASSIGNMENT External trips were assigned to the roadway network according to fastest travel times between the development accesses and the study area’s external nodes. Detailed calculation spreadsheets are attached to this memo. ANALYSIS VOLUMES The method used to establish analysis volumes is summarized below. Analysis volume spreadsheets are attached to this memo. 2022 Existing Conditions The calculation below was applied to each observed turning movement to establish 2023 Existing Conditions turning movement volumes: 2023 Raw Turning Movement Count (March 29, 2023) + 3.4% Seasonal Adjustment (March to Annual Average) = 2023 Existing Conditions The +3.4 percent factor for seasonal variations was determined using 2022 traffic data from ITD Automatic Traffic Recorder (ATR) #51, located on US-20 south of Rexburg. Traffic volumes from the ATR station showed that March traffic is 3.4 percent lower than the annual average. 2024 No Build The calculation below was applied to each observed turning movement to establish 2024 No Build turning movement volumes: 2023 Existing Conditions + 5.6% Background Traffic Growth (2023 to 2024) = 2024 No Build traffic volume The +5.6 percent increase from 2023 to 2024 was determined using traffic volumes from the Rexburg TransCAD model. Average Daily Traffic in the model study area increased at an average rate of 5.6 percent per year from 2021 to 2048. There were no known, planned developments in the study area that were added to 2024 background traffic. 2024 Build (Phase 1 Completion) The calculation below was applied to each turning movement to establish 2024 Build turning movement volumes: 2024 No Build traffic volume + Good-2-Go Phase 1 Trip Assignment volume + Pass-By Trip Adjustment volume = 2024 Build traffic volume DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 7 of 14 2029 No Build The calculation below was applied to each observed turning movement to establish 2029 No Build turning movement volumes: 2023 Existing Conditions + 38% Background Traffic Growth (2023 to 2029) + Iron Horse Development traffic = 2029 No Build traffic volume The +38 percent increase from 2023 to 2029 was determined using traffic volumes from the Rexburg TransCAD model. Average Daily Traffic in the model study area increased at an average rate of 5.6 percent per year from 2021 to 2048. Trip assignment volumes from the neighboring Iron Horse development were included in the 2029 No Build volumes. Full buildout of the Iron Horse development is expected in 2026. Traffic volume excerpts from the Iron Horse TIS are attached to this memo. 2029 Build (Phase 2 Completion) The calculation below was applied to each turning movement to establish 2029 Build turning movement volumes: 2029 No Build traffic volume + Good-2-Go Phase 1 Trip Assignment volume + Pass-By Trip Adjustment volume + Good-2-Go Phase 2 Trip Assignment volume = 2029 Build traffic volume LEVEL OF SERVICE DEFINITION Level of Service (LOS) is a qualitative measure of traffic congestion and delay, ranging from A to F. LOS A represents very low traffic volumes compared to the capacity of the roadway, LOS E represents capacity, and LOS F represents traffic demand that exceeds capacity, causing a bottleneck in traffic flow and serious congestion. LOS is primarily based on average vehicle delay in the intersection analysis methodologies. LOS is also based on volume-to-capacity (v/c) ratio4, in that a v/c ratio greater than 1.0 represents over- saturated conditions and always results in LOS F, regardless of calculated delay. The thresholds for each LOS vary based on type of intersection control, as shown in Table 3. 4 Also referred to as degree of saturation. DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 8 of 14 Table 3: Level of Service Definitions Level of Service Average Delay per Vehicle in Seconds (d) Traffic Signal Roundabout Stop Control A d ≤ 10 d ≤ 10 d ≤ 10 B 10 < d ≤ 20 10 < d ≤ 20 10 < d ≤ 15 C 20 < d ≤ 35 20 < d ≤ 35 15 < d ≤ 25 D 35 < d ≤ 55 35 < d ≤ 50 25 < d ≤ 35 E 55 < d ≤ 80 50 < d ≤ 70 35 < d ≤ 50 F 80 < d or v/c > 1.0 70 < d or v/c > 1.0 50 < d or v/c > 1.0 The City of Rexburg Development Code states that LOS C is the design objective and less than LOS D is unacceptable. The 2015 Madison County Transportation Master Plan states that traffic impacts of development on the roadways and intersections within the study area should be mitigated to LOS D, or LOS conditions without site traffic, whichever is worse. For the purposes of this study, LOS D will be the minimum acceptable for intersection averages and worst movements. CAPACITY ANALYSIS Tables 4 through 9 summarize the intersection capacity analysis results; worst movement results are bolded. Stop-controlled intersections were analyzed using HCM 6th Edition methodology, while signalized intersections used Synchro’s Percentile Delay methodology. Synchro output sheets are attached to this memo. Currently (2023 Existing Conditions scenario), the US-20 SB Ramps & University Blvd intersection has unacceptable level of service on the stop-controlled southbound approach in both AM and PM peak hours. The other study intersections have an acceptable level of service. With or without Phase 1 development (2024 No Build and Build scenarios), both US-20 ramp intersections are expected to have unacceptable level of service, but note that this scenario is evaluated with the existing stop control at both intersection instead of the DDI interchange that is programmed for construction in 2024. The other study intersections and development accesses are expected to have an acceptable level of service. With or without Phases 1 & 2 development (2029 No Build and Build scenarios), the two US-20 ramp intersections are expected to operate acceptably with the signalized DDI configuration, but the existing configuration of the signalized 12th West & University Blvd intersection is expected to have unacceptable level of service. The three signalized intersections were evaluated as a coordinated corridor along University Blvd, with the 12th West intersection allowed to run free (fully actuated) or with twice the cycle length if it resulted in better progression. The 12th West & University Blvd intersection could achieve acceptable level of service in the 2029 No Build and Build scenarios if it was modified to have two through lanes on each approach, single left turn lanes on the eastbound and northbound approaches, and dual left turn lanes on the westbound and southbound approaches. DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 9 of 14 Table 4: 12th West & University Blvd – Intersection Capacity Results Analysis Scenario AM Peak Hour PM Peak Hour Worst Movement Intersection Average Worst Movement Intersection Average 2023 Existing Conditions LOS C 30.3 (SB Left) LOS B 18.1 LOS B 20.0 (NB Thru) LOS A 8.8 2024 No Build LOS C 31.1 (SB Left) LOS B 19.4 LOS B 20.0 (NB Thru) LOS A 8.9 2024 Build LOS C 33.3 (SB Left) LOS B 19.8 LOS C 20.6 (NB Thru) LOS B 10.1 2029 No Build LOS E 65.1 (SB Left) LOS C 30.6 LOS D 54.7 (NB Thru) LOS B 16.9 2029 Build LOS E 70.7 (SB Left) LOS D 35.2 LOS E 62.7 (NB Thru) LOS C 29.6 2029 Build MITIGATION LOS D 43.8 (SB Left) LOS C 28.8 LOS C 34.2 (SB Left) LOS C 21.3 Table 5: US-20 SB Ramps & University Blvd – Intersection Capacity Results Analysis Scenario AM Peak Hour PM Peak Hour Worst Movement Intersection Average Worst Movement Intersection Average 2023 Existing Conditions LOS F 182.3 (SB Left) LOS B 11.8 LOS F 831.6 (SB Left) LOS F 59.8 2024 No Build LOS F 277.9 (SB Left) LOS C 16.2 LOS F 1171 (SB Left) LOS F 82.1 2024 Build LOS F 362.3 (SB Left) LOS C 18.9 LOS F 1563 (SB Left) LOS F 99.1 2029 No Build LOS B 13.5 (WB Thru) LOS B 11.0 LOS B 16.4 (WB Thru) LOS B 11.3 2029 Build LOS B 13.3 (EB Thru) LOS B 11.2 LOS B 12.9 (EB Thru) LOS B 12.4 Table 6: US-20 NB Ramps & University Blvd – Intersection Capacity Results Analysis Scenario AM Peak Hour PM Peak Hour Worst Movement Intersection Average Worst Movement Intersection Average 2023 Existing Conditions LOS D 28.2 (NB Left) LOS A 4.6 LOS D 34.9 (NB Left) LOS A 7.9 2024 No Build LOS D 32.1 (NB Left) LOS A 5.0 LOS E 42.6 (NB Left) LOS A 9.0 2024 Build LOS E 44.4 (NB Left) LOS A 5.7 LOS F 71.6 (NB Left) LOS B 11.3 2029 No Build LOS C 25.0 (EB Thru) LOS B 13.9 LOS B 16.6 (EB Thru) LOS B 11.3 2029 Build LOS C 29.9 (EB Thru) LOS B 16.3 LOS B 30.4 (EB Thru) LOS B 17.5 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 10 of 14 Table 7: Access 1 & University Blvd – Intersection Capacity Results Analysis Scenario AM Peak Hour PM Peak Hour Worst Movement Intersection Average Worst Movement Intersection Average 2023 Existing Conditions n/a n/a n/a n/a 2024 No Build n/a n/a n/a n/a 2024 Build LOS B 11.1 (NB Right) LOS A 1.2 LOS B 10.6 (NB Right) LOS A 1.5 2029 No Build n/a n/a n/a n/a 2029 Build LOS B 14.3 (NB Right) LOS A 1.5 LOS D 26.3 (NB Right) LOS A 5.5 Table 8: Access 2 & 12th West – Intersection Capacity Results Analysis Scenario AM Peak Hour PM Peak Hour Worst Movement Intersection Average Worst Movement Intersection Average 2023 Existing Conditions n/a n/a n/a n/a 2024 No Build n/a n/a n/a n/a 2024 Build LOS B 10.1 (WB Left) LOS A 3.9 LOS B 10.3 (WB Left) LOS A 4.1 2029 No Build n/a n/a n/a n/a 2029 Build LOS B 11.6 (WB Left) LOS A 2.9 LOS B 13.7 (EB Thru) LOS A 3.9 Table 9: Access 3 & 12th West – Intersection Capacity Results Analysis Scenario AM Peak Hour PM Peak Hour Worst Movement Intersection Average Worst Movement Intersection Average 2023 Existing Conditions n/a n/a n/a n/a 2024 No Build n/a n/a n/a n/a 2024 Build n/a n/a n/a n/a 2029 No Build n/a n/a n/a n/a 2029 Build LOS B 10.1 (WB Left) LOS A 1.2 LOS B 11.4 (WB Left) LOS A 3.0 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 11 of 14 TURN LANE WARRANTS NCHRP Report 457 turn lane warrants were evaluated for the study area intersections and site accesses. These warrants apply to free-flowing turning movements at stop-controlled intersections; the movements evaluated are listed below. · Access 1 & University Blvd o Eastbound right turn · Access 2 & 12th West o Northbound right turn · Access 3 & 12th West o Northbound right turn With Phase 1 and/or Phase 2 development (2024 Build and 2029 Build scenarios), no turn lanes are expected to be warranted at the site accesses. Charts used to evaluate the warrants are attached to this memo. CONCLUSIONS Access Spacing This study evaluates the Phase 1 and Phase 2 development traffic assuming Access 1 onto University Blvd will be limited to right-in, right-out movements, as stated in the development agreement for this project. This segment of University Blvd right-of-way between 12th West and US-20 is owned by ITD, although it is not a State Highway. The proposed location of Access 1 is 430 feet from the 12th West intersection, which meets the 250-foot minimum spacing stated in IDAPA §39.03.42 for District Routes of 35 mph in Urban areas. Access 2 is proposed to be located on 12th West approximately 330 feet south of the University Blvd intersection. This spacing meets the 330-foot minimum spacing stated in the LHTAC Standard Approach Policy Manual. This location is directly across 12th West from the existing Iron Horse development access. Access 3 should be located at least 330 feet south of Access 2 to comply with the LHTAC Standard Approach Policy Manual. There is the potential for a future 4th access along 12th West and the southern end of the property, halfway between University Blvd and 2000 South. Such an access, if constructed, should also comply with the 330-foot spacing between adjacent accesses. Crash History Crash severity is relatively low at all three study intersections. However, crash frequency is relatively high at 12th West & University Blvd and US-20 NB Ramps & University Blvd. The most common crash type at 12th West & University Blvd was Angle Turning, and the most common crash type at US-20 NB Ramps & University Blvd was Rear-End. DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 12 of 14 Since the most recent year of crash data in 2021, a traffic signal has been installed at the 12th West & University Blvd intersection. Traffic signals usually have lower crash frequency, and much lower crash severity, compared to two-way stop-controlled intersections. However, the intersection’s crash history should be reviewed again after three or more years of crash data are available to assess the traffic signal’s safety performance. The US-20 & University Blvd interchange is programmed for reconstruction in 2024; the existing stop- controlled interchange will be replaced with a signalized Diverging Diamond Interchange (DDI). To reduce the existing frequency of Rear-End crashes at these intersections, the signals should be timed to reduce vehicle queue lengths on the off-ramps. Capacity analyses in this study suggest that, if the University Blvd corridor signals are coordinated, half-cycling the DDI signals should be investigated to control queues. Capacity Analyses Currently (2023 Existing Conditions scenario), the US-20 SB Ramps & University Blvd intersection has unacceptable level of service on the stop-controlled southbound approach in both AM and PM peak hours. The other study intersections have an acceptable level of service. With or without Phase 1 development (2024 No Build and Build scenarios), both US-20 ramp intersections are expected to have unacceptable level of service, but note that this scenario is evaluated with the existing stop control at both intersection instead of the DDI interchange that is programmed for construction in 2024. The other study intersections and development accesses are expected to have an acceptable level of service. With or without Phases 1 & 2 development (2029 No Build and Build scenarios), the two US-20 ramp intersections are expected to operate acceptably with the signalized DDI configuration, but the existing configuration of the signalized 12th West & University Blvd intersection is expected to have unacceptable level of service. The three signalized intersections were evaluated as a coordinated corridor along University Blvd, with the 12th West intersection allowed to run free (fully actuated) or with twice the cycle length if it resulted in better progression. The 12th West & University Blvd intersection could achieve acceptable level of service in the 2029 No Build and Build scenarios if it was modified to have two through lanes on each approach, single left turn lanes on the eastbound and northbound approaches, and dual left turn lanes on the westbound and southbound approaches. Turn Lane Warrants With Phase 1 and/or Phase 2 development (2024 Build and 2029 Build scenarios), no turn lanes are expected to be warranted at the site accesses, other than the currently planned two-way left-turn lanes. Mitigation Based on this study’s review of access policy, crash history, capacity analysis, and turn lane warrant evaluations per City of Rexburg procedures, the following changes are proposed to mitigate/ accommodate expected traffic impacts of the proposed development and background traffic through 2029. DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 13 of 14 · Independent of the Good-2-Go development: o Modify the 12th West & University Blvd signalized intersection to have two through lanes on each approach, single left turn lanes on the eastbound and northbound approaches, and dual left turn lanes on the westbound and southbound approaches. (expected to be triggered by intersection LOS in the 2029 No Build scenario) Intersection Traffic by Source Tables 10 through 12 show breakdowns of 2029 Build traffic volumes by source at the study intersections. Table 10: 12th West & University Blvd – Peak Hour Traffic by Source Table 11: US-20 SB Ramps & University Blvd – Peak Hour Traffic by Source Table 12: US-20 NB Ramps & University Blvd – Peak Hour Traffic by Source Veh/hr % of Total Veh/hr % of Total 2023 Turning Movement Counts 1,150 53% 707 37% Seasonal Adjustment (March to Annual Average) 39 2% 24 1% Background Growth (2023 to 2024) 66 3% 41 2% Phase 1 Good-2-Go Development 98 4% 109 6% Background Growth (2024 to 2029) 391 18% 240 13% Iron Horse Development 285 13% 314 16% Phase 2 Good-2-Go Development 158 7% 471 25% 2029 Build Total Traffic 2,187 100% 1,907 100% Source of Traffic AM Peak Hour PM Peak Hour Veh/hr % of Total Veh/hr % of Total 2023 Turning Movement Counts 1,353 56% 1,217 45% Seasonal Adjustment (March to Annual Average) 46 2% 42 2% Background Growth (2023 to 2024) 78 3% 70 3% Phase 1 Good-2-Go Development 114 5% 128 5% Background Growth (2024 to 2029) 460 19% 414 15% Iron Horse Development 216 9% 243 9% Phase 2 Good-2-Go Development 161 7% 563 21% 2029 Build Total Traffic 2,428 100% 2,676 100% Source of Traffic AM Peak Hour PM Peak Hour Veh/hr % of Total Veh/hr % of Total 2023 Turning Movement Counts 1,757 57% 1,772 54% Seasonal Adjustment (March to Annual Average) 60 2% 61 2% Background Growth (2023 to 2024) 101 3% 102 3% Phase 1 Good-2-Go Development 90 3% 100 3% Background Growth (2024 to 2029) 597 19% 602 18% Iron Horse Development 344 11% 223 7% Phase 2 Good-2-Go Development 124 4% 444 13% 2029 Build Total Traffic 3,073 100% 3,304 100% Source of Traffic AM Peak Hour PM Peak Hour DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Rexburg Good-2-Go Development — Traffic Impact Study July 6, 2023 Page 14 of 14 Attachments: 1) Preliminary site plan (Pages 15-17) 2) US-20 & University Blvd DDI Concept Design (Page 18) 3) Iron Horse TIS trip distribution and trip assignment (Pages 19-21) 4) Turning movement count spreadsheets (Pages 22-27) 5) ITD ATR data summary (Page 28) 6) Rexburg TransCAD travel demand model output (Pages 29-30) 7) LHTAC crash data 2017-2021 (Pages 31-32) 8) Turning movement calculation sheets (Pages 33-58) 9) Synchro Level of Service output (Pages 59-182) 10) NCHRP 457 turn lane warrant analyses (Page 183) DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B F SDMH-6 SDMH-5 Sta:3+53.39 OFF:29.48R Rim:4848.90 S INV IN:4845.94 N INV OUT:4845.84 SDMH-4 Sta:2+60.39 OFF:29.46R Rim:4847.84 S INV IN:4845.84 N INV OUT:4845.84 SDMH-2 Rim:4849.71 S INV IN:4844.64 N INV OUT:4844.54 141.77' Install 106' of 12" ADS N 12 Storm Pipe @ 1.24% Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00% Install 73' of 12" ADS N 12 Storm Pipe @ 0.22% SDMH-3 Rim:4847.54 S INV IN:4844.54 N INV OUT:4844.54 SDMH-1 Rim:4848.95 N INV OUT:4845.94 -3 . 0 4 % -3 . 1 4 % -2 . 6 8 % -2.32% -2.18% -2.11% -2.31% -2 . 0 7 % -2 . 1 7 % -0 . 4 0 % -0 . 4 0 % -2 . 1 4 % -2 . 1 7 % -3 . 0 5 % -2.34% -2.94% -0 . 9 3 % -2.02% -2.09% -2.32 % -2.95 % -0 . 3 3 % -0 . 3 2 % -1 . 0 7 % -1 . 4 7 % -2 . 4 6 % -2. 2 2 % -0.44% -0.40% -0 . 9 0 % -1 . 8 9 % -2.00% -8 . 6 9 % -4 . 0 9 % -7 . 6 6 % -2 2 . 7 8 % -2 1 . 0 6 % -2 2 . 8 6 % -2 4 . 3 2 % -9.6 1 % -6.8 8 % -6.40% -2.70% -5.35% -10.08% -13.88% -14.63% -14.81% -1 0 . 5 8 % -8 . 4 3 % -15.95% -3.61% -17.35% -6.79% -16.85% -9.68% -16.36% -8.28% -1 4 . 6 3 % -1 7 . 0 4 % -3.22% -7.99% -7.75% -5.19% -6. 3 7 % -2.1 1 % -0 . 5 6 % -1.15% -0.60% -2.00% -2.00% -2.00% -2.00% -2.18% -2.12% -2.17% -2.02% -2.03% -2.05% -2.04% -17.89% -0 . 8 2 % -0 . 5 0 % -0 . 4 0 % -0 . 4 0 % -2 . 0 0 % -2 . 0 0 % -2 . 0 0 % 4850 4851 4852 4850 4849 48 5 0 48 5 0 4 8 5 0 48 5 0 -2 . 0 5 % 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 4+ 8 0 L1 149.30' -0.40% -0 . 4 0 % -0 . 4 0 % -1 . 0 4 % 53 . 7 7 ' -2 . 1 0 % -1 1 . 3 0 % 4850.39 TOC 4850.59 TOC 4850.59 TOC 4850.39 TOC 4852.24 TOC 4852.24 TOC FF: 4852.30 4852.30 FG 4851.30 TBC-PC 4851.82 FG 4852.30 TOC 4852.30 TOC 4851.30 TBC-PC4851.06 TBC-PC 4850.36 TBC-PC 4851.12 TBC-PC 4851.44 TBC-PI 4852.12 TBC-PC 4851.83 TBC-PC 4851.57 TBC-PC 4849.90 TBC-PC 4848.92 TBC-PC 4849.86 TBC-PC 4849.89 TBC-PC 4849.05 TBC-PC 4850.34 TBC-PC 4850.81 TBC-PC 4850.61 TBC-PC 4849.79 TBC-PC 4849.88 TBC-PC 4850.24 TBC-PC 4852.33 TBC-PC 4852.26 TBC-PC 4849.50 TBC-PC 4849.59 TBC-PC 4852.22 TBC END 4852.64 TBC END 4849.51 TBC-PI 4849.82 TBC-PI 4850.38 TBC-MATCH 4850.98 TBC-MATCH 4850.98 TBC-MATCH 4849.74 TBC END 4850.14 TBC END 4850.44 TBC END 4850.44 TBC END 4850.24 TBC-PC 4850.61 TBC-PC 4848.50 GB 4848.10 GB 4848.40 GB 4848.26 GB 4847.81 GB 4848.06 GB 4849.28 TBC 4848.12 TBC 4848.88 TBC 4848.63 TBC 4848.85 GB 4850.83 TBC-HP 4848.86 GB 4848.95 GB 4847.54 GB 4847.84 GB 4850.90 TOA-MATCH 4850.16 TBC-LP 4850.16 TBC-LP 4850.37 TBC-LP 4852.18 TBC-PC 4852.27 TBC-PC 4851.95 TBC-PC 4852.11 TBC-PC 4851.00 TBC-PC 4850.50 TBC 4851.28 TBC 4852.24 TBC 4851.97 TBC 4852.02 TBC-HP 4852.20 TBC4852.08 TBC 4851.67 TBC 4851.15 TBC-PC 4851.86 FG 4849.60 TBC-MATCH 401-6 401-8 100-1 200-1 401-6.90 401-8.11 401-8.22 401-8.45 401-8.90 401-8.8.8 401-8.8.6 402-6 402-8 403-1 404-1 401-8.6 501-8 502-1 504-4 505-6 506-6.90 601-12 602-1 602-2 602-3 706-1 706-2 706-11 706-V1 706-D1 706-3 706-12 706-A1 706-S1 SEE SHEET 3 FOR MORE INFORMATION 706-R1 1102-1 1103-1 NOT ALL CALLOUTS USED SEE SHEET 3 FOR MORE INFORMATION 404-2 RETAIN AND PROTECT SAW CUT AND ASPHALT REMOVAL 6'' WATER MAIN 8'' WATER MAIN 6'' 90° WATER BEND 8'' 11.5° WATER BEND 8'' 22.5° WATER BEND 8'' 45° WATER BEND 8'' 90° WATER BEND 8''X8''X8'' TEE 8''X8''X6'' TEE 8''X6'' REDUCER 6'' WATER MAIN VALVE 8'' WATER MAIN VALVE FIRE HYDRANT ASSEMBLY 1'' WATER SERVICE 2'' WATER SERVICE 8'' SEWER MAIN SEWER MANHOLE 4'' SEWER SERVICE 6'' PRESSURIZED SEWER MAIN 6'' 90° PRESSURE SEWER BEND 12'' STORM MAIN STORM MAIN MANHOLE STORM MAIN CATCH BASIN STORM INFILTRATION WELL 6'' VERTICAL CURB 6'' LIP DOWN CURB 2.5' WIDE 6'' VERTICAL CURB 3'' ROLLED CURB 3'' LIP DOWN ROLLED CURB COMMERCIAL APPROACH CURB DRAIN PEDESTRIAN RAMP 5' CONCRETE SIDEWALK CONCRETE VALLEY GUTTER STREET LIGHT STOP SIGNS WITH STREET NAMES N-S DRIVE AISLE Number L1 Begin Station 1+00.00 End Station 4+79.83 Radius Length 379.83 Line/Chord Direction S0° 00' 35.43"E Begin Point N: 779303.04, E: 748685.22 End Point N: 778923.21, E: 748685.28 ALIGNMENT TABLE CONTROL POINT TABLE Point # 1 2 Elevation 4850.88 4850.86 Northing 779267.59 779267.97 Easting 748218.83 748258.74 Description BCM_PLS3020 5RBR_PLS15571 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: May 17, 2023 DATEREVISIONS SITE PLAN REXBURG GOOD 2 GO REXBURG, ID 8 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y PRELIMINARY FOR REVIEW ONLY 1V = 10 H 5 148.00' 138.00' 54 . 7 3 ' 64 . 7 3 ' 27.50' 27 . 5 0 ' 5. 0 0 ' 60 . 0 0 ' FUEL TANKS 11.00' 10.00' 20 . 0 0 ' 41 . 0 0 ' 45 . 0 0 ' 22 . 2 0 ' 26.01' 27.67' UNIVERSITY BLV. 12 T H S T R E E T 706-D1 706-1 706-1 706-1 706-1 706-1 706-1 706-1 706-1 706-1 706-2 706-2 706-2 706-2 TRANSITION FROM LIP UP TO LIP DOWN CURB AND GUTTER 706-2 706-1 TRANSITION FROM LIP UP TO LIP DOWN CURB AND GUTTER 706-2 706-1 706-1 602-3 602-3 602-3 602-3 602-3 100-1 100-1 100-1 100-1 100-1 100-1 706-D1 706-D1 706-D1 706-D1 706-D1 706-D1 SHEET NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET NT. 4.SEE WATER NOTE 4 ON SHEET 2 WHERE 18'' VERTICAL SEPARATION CAN NOT BE MET. SITE INFORMATION: TOTAL AREA: 131,910 SQ FT (3.03 ACRES) PARKING: 26 PARKING STALLS (2 ADA STALLS) TOTAL LANDSCAPE: 22,971 SQ FT (17.4%) POWER NOTE: SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP FOR PROPOSED POWER FACILITIES. FIRE CODE NOTE: 1.D103.6.1 ROADS ARE 20 TO 26 FEET IN WIDTH. FIRE LANE SIGNS ARE SPECIFIED IN SECTION D103.6 APPARATUS ACCESS ROADS THAT ARE 20 TO 26 FEET WIDE. 2.CURBS SHALL BE PAINTED RED FOUR FEET ON EACH SIDE OF THE EVERY FIRE HYDRANT. STORM WATER NOTE: NOTE: ALL STORM WATER FOR SITE TO BE TAKEN TO SWELLS AND PERFORATED PIPE/ROCK SYSTEMS. REQUIRED VOLUME = AREA X 1.33 (INCHES OF WATER) / 12 REQUIRED VOLUME = 131,910 * 1.33 / 12 = 14,620 CU FT PROVIDED VOLUME = TWO PERF PIPE AND ROCK SECTIONS PROVIDED VOLUME = VOLUME OF PIPE (L*PI*r^2) = 186 x Pi X 0.5^2 = 146.08 CU FT VOLUME OF ROCK SECTION (L*W*H) = 186 x 20 x 5 = 18,600 CU FT VOLUME PROVIDED = 2 * (VOLUME OF ROCK - VOLUME OF PIPE) * 0.4 = 2 x (18,600 - 146.08) x 0.4 = 14,763 CU FT SNOW STORAGE NOTE: SNOW STORAGE AREAS SHOWN ON PLANS SNOW STORAGE SNOW STORAGE SNOW STORAGE PROPOSED 12" PERF PIPE GEOTEXTILE FABRIC 2"-6" ROCK PERF PIPE - SECTION VIEW NTS 20.00' 5. 0 0 ' CONTROL POINT 2 CONTROL POINT 2 24 . 0 0 ' CONNECT TO EXISTING WATER SERVICE STUBS. CONTRACTOR TO VERIFY LOCATION AND ELEVATION BEFORE CONSTRUCTION CONNECT TO EXISTING SEWER SERVICE STUB. CONTRACTOR TO VERIFY LOCATION AND ELEVATION BEFORE CONSTRUCTION 504-4 404-1 401-6 89.79' 24 . 0 0 ' 106.35' 66 . 8 2 ' 706-2 706-1 TRANSITION FROM LIP UP TO LIP DOWN CURB & GUTTER 706-D1 TRANSITION FROM LIP UP TO LIP DOWN CURB AND GUTTER 8.00' DUMPSTER ENCLOSURE PER REXBURG STANDARDS ATTACHMENT 1 Attachments - Page 15 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 1234 25 6 7 8 9 1234 25 6 7 8 9 N0° 00' 39"W 318.04' N8 9 ° 5 5 ' 3 0 " E 41 6 . 2 1 ' N0° 24' 13"W 317.50' S8 9 ° 5 9 ' 5 5 " E 41 4 . 0 3 ' of CONCEPT DRAWING FOR: SHEET NO. PLOT DATE: 7/5/2023 4:36 PM The Civil Connection 2295 N YELLOWSTONE HWY, UNIT 6, ID 83401 208.881.0081 1 1 UNIVERSITY BLVD REXBURG, ID CONCEPT DRAWING FOR: UNIVERSITY BLVD PRELIMINARY FOR REVIEW ONLY UN I V E R S I T Y B L V 12TH WEST ATTACHMENT 1 Attachments - Page 16 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 4+ 8 8 1+ 0 0 2+ 0 0 3+ 0 0 4+ 0 0 6+431+00 2+00 3+00 4+00 5+00 6+00 L1 L2 ALIGNMENT TABLE 12th Street Number L1 Begin Station 1+00.00 End Station 4+88.33 Radius Length 388.33 Line/Chord Direction S0° 24' 13.27"E Begin Point N: 779302.01, E: 748218.59 End Point N: 778913.69, E: 748221.33 University Blv Number L2 Begin Station 1+00.00 End Station 6+42.86 Radius Length 542.86 Line/Chord Direction N90° 00' 00.00"E Begin Point N: 779302.01, E: 748218.59 End Point N: 779302.01, E: 748761.45 CONTROL POINT TABLE Point # 1 2 Elevation 4850.88 4850.86 Northing 779267.59 779267.97 Easting 748218.83 748258.74 Description BCM_PLS3020 5RBR_PLS15571 CHECK BY SHEETS DRAWN BY JOB NO: OF SHEET BWBTT SHEET NAME: PROJECT: LOCATION: 22-063 DATE: May 18, 2023 DATEREVISIONS SITE OVERVIEW UNIVERSITY BLV & 12TH STREET IMPROVEMENTS PHASE 1 REXBURG, ID 11 ENGINEERS STAMP SHEET INFORMATION SHEET SIZE:24'' X 36'' VERTICAL EXAGGERATION: PROJECT CONTACT: TJ TOGIAI & BARRY BAME CONNECT ENGINEERING 208-881-0081 P R E L I M I N A R Y N O T F O R C O N S T R U C T I O N R E V I E W S E T O N L Y PRELIMINARY FOR REVIEW ONLY 1V = 10 H 6 41 . 0 0 ' SHEET NOTE: 1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY. PRIOR TO CONNECTING ANY PROPOSED UTILITIES. 2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ 3.ENSURE 18" MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET NT. 4.SEE WATER NOTE 4 ON SHEET 2 WHERE 18'' VERTICAL SEPARATION CAN NOT BE MET. STORM WATER NOTE: REQUIRED VOLUME = AREA X 1.33 (INCHES OF WATER) / 12 1.ALL STORM WATER FOR 12TH STREET AND UNIVERSITY BLV TO BE TAKEN TO STORM TECH CHAMBERS UNDER LANDSCAPE STRIP. 74.9 CU FT OF STORAGE PROVIDED PER CHAMBER AREA 1 REQUIRED VOLUME = 17,848 x 1.33 / 12 = 1,978 SQ FT AREA 1 PROVIDED VOLUME = 2,022 CU FT (27 CHAMBERS) AREA 2 REQUIRED VOLUME = 42,992 x 1.33 / 12 = 4,765 SQ FT AREA 2 PROVIDED VOLUME = 4,868 CU FT (65 CHAMBERS)UNIVERSITY BLV. 12 T H S T R E E T CONTROL POINT 2 CONTROL POINT 1 STORM WATER AREA 2 ST O R M W A T E R A R E A 1 TRAFFIC NOTE: CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL SEE SHEET 3 FOR SIPHON DETAILS ATTACHMENT 1 Attachments - Page 17 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B ID A H O F A L L S Un i v e r s i t y B l v d Ma p n o t to s c a l e . 20MO N T A N A Pe d e s t r i a n / b i k e p a t h s Me d i a n b a r r i e r s Di r e c t i o n a l s i g n a g e Golden Beauty Dr US - 2 0 r u n s ab o v e t h e DD I Fr e e r u n n i n g r i g h t a n d le f t t u r n s o n t o h i g h w a y en t r a n c e r a m p s Tr a c t e m p o r a r i l y c r o s s e s ov e r t o t h e o p p o s i t e s i d e of t h e r o a d Tw o n o r t h b o u n d o r a m p l a n e s Co o r d i n a t e d g a p s i n t r a c fo r t h o s e t u r n i n g o n a n d o Go l d e n B e a u t y D r i v e 20 Un i v e r s i t y B o u l e v a r d ( E x i t 3 3 2 ) D D I EX I T 33 3 EX I T 33 2 ATTACHMENT 2 Attachments - Page 18 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Iron Horse D ivision I Traffic Impact Study 6 A description of these land uses can be found in the Appendix. Table 5 shows the estimated trip generation of the development in each phase. It was assumed that each Fast-Food Restaurant will be 2,500 square feet. Table 5-Trip Generation for the Proposed Iron Horse Development Trip Distribution The new trips estimated to be generated from the proposed development were distributed onto the roadway network based on the proposed site access locations, existing turning movements, existing traffic patterns, and proximity to major roadways. Figure 3 shows the trip distribution to and from the Iron Horse development and the surrounding areas. Figure 3-Trip Distribution for the Iron Horse Development ATTACHMENT 3 Attachments - Page 19 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B SCALE: DATE: Iron Horse Division I Development 2026 Background AM, & PM Peak Traffic Turn Movement Volumes FIGURE 4 N/A 3/2021 2194 SNAKE RIVER PARKWAY SUITE #205 IDAHO FALLS, ID 208)522-1223 1 AM PEAK HOUR 2 AM PEAK HOUR 3 AM PEAK HOUR PM PEAK HOUR PM PEAK HOUR 12UniversityBoulevard 12th WestUS-20PM PEAK ATTACHMENT 3 Attachments - Page 20 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B SCALE: DATE: Iron Horse Division I Development 2026 Traffic with Development AM, & PM Peak Traffic Turn Movement Volumes FIGURE 5 N/A 3/2021 2194 SNAKE RIVER PARKWAY SUITE #205 IDAHO FALLS, ID 208)522-1223 1 AM PEAK HOUR 2 AM PEAK HOUR 3 AM PEAK HOUR PM PEAK HOUR PM PEAK HOUR 12UniversityBoulevard 12th WestUS-20PM PEAK HOUR 345 6 7 5 AM PEAK HOUR 6 AM PEAK HOUR 7 AM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR 4 AM PEAK HOUR PM ATTACHMENT 3 Attachments - Page 21 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B TU R N I N G M O V E M E N T C O U N T S U M M A R Y 1. 4 % H V 0 % H V 2 . 7 % H V IN T E R S E C T I O N PE A K H O U R V O L : 1 , 1 5 0 60 1 9 2 2 5 N- S S T R E E T : Mc C u l l o c h R d PH F : 0 . 6 9 E- W S T R E E T : Un i v e r s i t y B l v d PE A K H O U R : FR O M T O PR O J E C T N O . : 22 3 0 3 7 7: 3 0 A M 8 : 3 0 A M 10 . 3 % H V 21 21 0 1. 7 % H V CO U N T D A T E : We d , M a r 2 9 , 2 0 2 3 NO T E S : 8. 1 % H V 91 34 7 1. 7 % H V 0% H V 6 57 9. 4 % H V CO U N T T I M E Un i v e r s i t y B l v d FR O M : 7: 0 0 A M TO : 9: 0 0 A M 50 1 6 4 8 3. 4 % H V 4 . 3 % H V 3 . 6 % H V GR O W T H F A C T O R : 1. 0 0 Mc C u l l o c h R d CO U N T D A T A I N P U T TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 7: 0 0 A M 7 : 1 5 A M 3 2 7 1 1 8 9 1 6 2 4 1 1 0 0 73 7: 1 5 A M 7 : 3 0 A M 10 1 0 5 1 6 2 7 3 0 0 2 3 3 0 97 7: 3 0 A M 7 : 4 5 A M 2 3 1 0 8 1 8 4 6 5 9 3 6 0 6 0 16 1 7: 4 5 A M 8 : 0 0 A M 74 1 3 2 7 4 6 5 9 6 2 5 8 2 1 3 1 24 7 8: 0 0 A M 8 : 1 5 A M 13 6 9 8 1 2 3 5 6 4 7 4 2 5 7 2 4 1 32 3 8: 1 5 A M 8 : 3 0 A M 28 3 1 6 1 4 1 6 0 4 9 5 7 7 2 1 1 2 4 8 4 41 9 8: 3 0 A M 8 : 4 5 A M 3 4 1 2 1 0 2 1 2 0 3 1 1 4 4 1 6 1 12 7 8: 4 5 A M 9 : 0 0 A M 11 6 1 2 5 3 3 3 1 1 1 0 3 0 94 9: 0 0 A M 9 : 1 5 A M 0 9: 1 5 A M 9 : 3 0 A M 0 9: 3 0 A M 9 : 4 5 A M 0 9: 4 5 A M 1 0 : 0 0 A M 0 He a v y V e h i c l e s i n c l u d e d i n c o u n t s : 2 1 3 8 7 5 9 1 3 1 0 4 9 3% 4 % 4 % 9 % 2 % 2 % 3 % 0 % 1 % 1 0 % 8 % 0 % 3 % HO U R L Y T O T A L S TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 7: 0 0 A M 8 : 0 0 A M 1 3 9 4 0 4 1 9 8 1 4 1 1 6 7 1 0 2 0 6 3 2 1 5 7 8 7: 1 5 A M 8 : 1 5 A M 2 3 1 3 4 2 4 8 2 0 3 1 8 8 1 9 8 1 2 4 1 1 2 4 6 2 8 2 8 7: 3 0 A M 8 : 3 0 A M 5 0 1 6 4 8 5 7 3 4 7 2 1 0 2 2 5 1 9 6 0 2 1 9 1 6 1 , 1 5 0 7: 4 5 A M 8 : 4 5 A M 5 1 1 7 5 0 5 9 3 5 0 1 8 4 1 9 7 1 7 5 8 2 5 1 0 1 7 1 , 1 1 6 8: 0 0 A M 9 : 0 0 A M 4 5 1 4 4 3 4 4 3 0 9 1 5 8 1 6 6 1 3 5 1 2 3 9 1 6 9 6 3 8: 1 5 A M 9 : 1 5 A M 3 2 8 3 4 3 6 1 8 6 1 0 2 1 1 9 9 2 6 1 6 6 7 5 6 4 0 8: 3 0 A M 9 : 3 0 A M 4 5 1 8 2 2 2 6 5 3 6 2 2 5 4 1 9 1 2 2 1 8:45 A M 9 : 4 5 A M 1 1 6 1 2 5 3 3 3 1 1 1 0 3 0 9 4 9:00 A M 1 0 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 *N O T E * P H F I S B A S E D O N 1 5 M I N . P E A K W I T H I N T H E P E A K H O U R . PE A K H O U R V O L U M E S Tr a f f i c , T M C T e m p l a t e , M c C u l l o c h a nd U n i v e r s i t y . x l s x W k d y A M P e a k 6/ 1 / 2 0 2 3 4 : 3 2 P M ATTACHMENT 4 Attachments - Page 22 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B TU R N I N G M O V E M E N T C O U N T S U M M A R Y 0% H V 0 % H V 1 . 4 % H V IN T E R S E C T I O N PE A K H O U R V O L : 7 0 7 92 8 1 5 9 N- S S T R E E T : Mc C u l l o c h R d PH F : 0 . 8 3 E- W S T R E E T : Un i v e r s i t y B l v d PE A K H O U R : FR O M T O PR O J E C T N O . : 22 3 0 3 7 4: 4 5 P M 5 : 4 5 P M 0% H V 13 23 3 1% H V CO U N T D A T E : We d , M a r 2 9 , 2 0 2 3 NO T E S : 0% H V 58 38 0% H V 0% H V 2 76 2. 4 % H V CO U N T T I M E Un i v e r s i t y B l v d FR O M : 4: 0 0 P M TO : 6: 0 0 P M 21 0 7 9 0% H V 4 % H V 4 . 4 % H V GR O W T H F A C T O R : 1. 0 0 Mc C u l l o c h R d CO U N T D A T A I N P U T TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 4: 0 0 P M 4 : 1 5 P M 0 2 1 1 7 4 3 4 3 6 6 1 1 1 2 7 1 14 0 4: 1 5 P M 4 : 3 0 P M 0 4 7 2 0 8 3 2 3 5 6 1 2 1 2 12 7 4: 3 0 P M 4 : 4 5 P M 13 8 1 5 6 4 4 3 1 3 1 3 2 1 4 14 0 4: 4 5 P M 5 : 0 0 P M 0 1 1 2 1 7 9 6 0 3 0 4 1 2 1 8 0 15 4 5: 0 0 P M 5 : 1 5 P M 14 3 1 2 4 1 4 5 2 4 7 7 6 7 2 0 0 21 3 5: 1 5 P M 5 : 3 0 P M 0 2 2 1 2 3 9 6 8 3 7 6 2 2 1 1 1 18 2 5: 3 0 P M 5 : 4 5 P M 1 3 1 5 1 2 6 5 3 4 5 1 1 0 2 9 1 15 8 5: 4 5 P M 6 : 0 0 P M 16 9 8 8 4 6 3 4 1 2 0 1 8 0 13 3 6: 0 0 P M 6 : 1 5 P M 0 6: 1 5 P M 6 : 3 0 P M 0 6: 3 0 P M 6 : 4 5 P M 0 6: 4 5 P M 7 : 0 0 P M 0 He a v y V e h i c l e s i n c l u d e d i n c o u n t s : 1 5 3 4 4 17 0% 4 % 4 % 2 % 0 % 1 % 1 % 0 % 0 % 0 % 0 % 0 % 1 % HO U R L Y T O T A L S TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 4: 0 0 P M 5 : 0 0 P M 1 1 0 3 8 5 9 2 7 1 7 0 1 3 2 1 9 4 1 8 7 8 5 5 6 1 4: 1 5 P M 5 : 1 5 P M 2 1 2 5 8 7 6 3 7 1 8 8 1 4 3 2 0 9 1 4 7 1 4 6 3 4 4: 3 0 P M 5 : 3 0 P M 2 1 0 7 2 7 9 3 8 2 2 4 1 4 5 2 0 1 0 1 4 7 0 5 6 8 9 4: 4 5 P M 5 : 4 5 P M 2 1 0 7 9 7 6 3 8 2 3 3 1 5 9 2 8 9 1 3 5 8 2 7 0 7 5: 0 0 P M 6 : 0 0 P M 3 1 5 7 6 6 7 3 7 2 1 9 1 6 3 3 6 8 1 2 4 8 2 6 8 6 5: 1 5 P M 6 : 1 5 P M 2 1 1 4 5 4 3 2 3 1 6 7 1 1 6 2 9 2 5 2 8 2 4 7 3 5: 3 0 P M 6 : 3 0 P M 2 9 2 4 2 0 1 4 9 9 7 9 2 3 0 3 1 7 1 2 9 1 5: 4 5 P M 6 : 4 5 P M 1 6 9 8 8 4 6 3 4 1 2 0 1 8 0 1 3 3 6:00 P M 7 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 *N O T E * P H F I S B A S E D O N 1 5 M I N . P E A K W I T H I N T H E P E A K H O U R . PE A K H O U R V O L U M E S Tr a f f i c , T M C T e m p l a t e , M c C u l l o c h a nd U n i v e r s i t y . x l s x W k d y P M P e a k 6/ 1 / 2 0 2 3 4 : 3 2 P M ATTACHMENT 4 Attachments - Page 23 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B TU R N I N G M O V E M E N T C O U N T S U M M A R Y IN T E R S E C T I O N PE A K H O U R V O L : 1 , 7 5 7 00 0 N- S S T R E E T : NB U S - 2 0 PH F : 0 . 9 3 E- W S T R E E T : Un i v e r s i t y B l v d PE A K H O U R : FR O M T O PR O J E C T N O . : 22 3 0 3 7 7: 3 0 A M 8 : 3 0 A M 7% H V 29 97 14 % H V CO U N T D A T E : We d , M a r 2 9 , 2 0 2 3 NO T E S : 4. 4 % H V 34 4 82 6 3. 2 % H V 0 0 CO U N T T I M E Un i v e r s i t y B l v d FR O M : 7: 0 0 A M TO : 9: 0 0 A M 77 1 3 8 3 10 . 6 % H V 0 % H V 4 . 1 % H V GR O W T H F A C T O R : 1. 0 0 NB U S - 2 0 CO U N T D A T A I N P U T TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 7: 0 0 A M 7 : 1 5 A M 6 4 4 1 1 0 1 0 3 3 4 20 7 7: 1 5 A M 7 : 3 0 A M 14 2 1 1 6 1 2 3 1 0 4 0 26 9 7: 3 0 A M 7 : 4 5 A M 19 8 7 1 7 1 2 8 6 7 8 38 9 7: 4 5 A M 8 : 0 0 A M 23 1 0 7 1 9 4 2 4 6 9 8 45 2 8: 0 0 A M 8 : 1 5 A M 23 1 9 5 2 4 3 2 8 9 7 3 47 2 8: 1 5 A M 8 : 3 0 A M 12 9 4 2 1 8 1 7 8 9 5 44 4 8: 3 0 A M 8 : 4 5 A M 11 9 9 1 1 2 2 0 7 5 7 30 6 8: 4 5 A M 9 : 0 0 A M 15 8 1 9 2 2 9 8 4 6 27 1 9: 0 0 A M 9 : 1 5 A M 0 9: 1 5 A M 9 : 3 0 A M 0 9: 3 0 A M 9 : 4 5 A M 0 9: 4 5 A M 1 0 : 0 0 A M 0 He a v y V e h i c l e s i n c l u d e d i n c o u n t s : 1 3 2 6 4 2 2 5 4 2 3 1 3 3 11 % 0 % 4 % # D I V / 0 ! 3 % 1 4 % # D I V / 0 ! # D I V / 0 ! # D I V / 0 ! 7 % 4 % # D I V / 0 ! 5 % HO U R L Y T O T A L S TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 7: 0 0 A M 8 : 0 0 A M 6 2 0 2 5 9 0 6 3 6 8 5 0 0 0 2 5 2 5 0 0 1 , 3 1 7 7: 1 5 A M 8 : 1 5 A M 7 9 1 3 1 0 0 7 6 9 1 0 3 0 0 0 3 1 2 8 9 0 1 , 5 8 2 7: 3 0 A M 8 : 3 0 A M 7 7 1 3 8 3 0 8 2 6 9 7 0 0 0 2 9 3 4 4 0 1 , 7 5 7 7: 4 5 A M 8 : 4 5 A M 6 9 1 3 9 5 0 7 6 7 8 9 0 0 0 3 0 3 2 3 0 1 , 6 7 4 8: 0 0 A M 9 : 0 0 A M 6 1 1 3 6 9 0 6 6 5 9 4 0 0 0 3 2 2 7 1 0 1 , 4 9 3 8: 1 5 A M 9 : 1 5 A M 3 8 0 2 7 4 0 4 2 2 6 6 0 0 0 2 3 1 9 8 0 1 , 0 2 1 8: 3 0 A M 9 : 3 0 A M 2 6 0 1 8 0 0 2 0 4 4 9 0 0 0 1 5 1 0 3 0 5 7 7 8: 4 5 A M 9 : 4 5 A M 1 5 0 8 1 0 9 2 2 9 0 0 0 8 4 6 0 2 7 1 9:00 A M 1 0 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 *N O T E * P H F I S B A S E D O N 1 5 M I N . P E A K W I T H I N T H E P E A K H O U R . PE A K H O U R V O L U M E S Tr a f f i c , T M C T e m p l a t e , N B U S 2 0 an d U n i v e r s i t y . x l s x W k d y A M P e a k 6/ 1 / 2 0 2 3 4 : 3 1 P M ATTACHMENT 4 Attachments - Page 24 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B TU R N I N G M O V E M E N T C O U N T S U M M A R Y IN T E R S E C T I O N PE A K H O U R V O L : 1 , 7 7 2 00 0 N- S S T R E E T : NB U S - 2 0 PH F : 0 . 9 1 E- W S T R E E T : Un i v e r s i t y B l v d PE A K H O U R : FR O M T O PR O J E C T N O . : 22 3 0 3 7 4: 4 5 P M 5 : 4 5 P M 5. 2 % H V 55 11 8 2. 5 % H V CO U N T D A T E : We d , M a r 2 9 , 2 0 2 3 NO T E S : 2. 9 % H V 32 3 66 8 1. 5 % H V 0 0 CO U N T T I M E Un i v e r s i t y B l v d FR O M : 4: 0 0 P M TO : 6: 0 0 P M 12 2 1 4 8 5 3. 8 % H V 0 % H V 0 . 9 % H V GR O W T H F A C T O R : 1. 0 0 NB U S - 2 0 CO U N T D A T A I N P U T TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 4: 0 0 P M 4 : 1 5 P M 14 9 8 1 0 8 2 8 1 2 6 7 32 7 4: 1 5 P M 4 : 3 0 P M 25 1 3 5 1 3 5 2 3 9 6 8 39 5 4: 3 0 P M 4 : 4 5 P M 24 1 1 4 1 2 2 3 1 9 6 6 36 6 4: 4 5 P M 5 : 0 0 P M 29 1 3 5 1 3 2 2 1 1 2 7 8 40 7 5: 0 0 P M 5 : 1 5 P M 29 1 0 6 1 9 6 3 9 2 1 9 4 48 5 5: 1 5 P M 5 : 3 0 P M 28 1 1 3 3 1 9 5 2 1 1 5 7 9 47 2 5: 3 0 P M 5 : 4 5 P M 36 1 1 1 1 4 5 3 7 7 7 2 40 8 5: 4 5 P M 6 : 0 0 P M 26 1 1 2 9 1 0 9 3 7 1 1 6 2 37 5 6: 0 0 P M 6 : 1 5 P M 0 6: 1 5 P M 6 : 3 0 P M 0 6: 3 0 P M 6 : 4 5 P M 0 6: 4 5 P M 7 : 0 0 P M 0 He a v y V e h i c l e s i n c l u d e d i n c o u n t s : 8 9 1 7 6 5 1 7 6 2 4% 0 % 1 % # D I V / 0 ! 1 % 3 % # D I V / 0 ! # D I V / 0 ! # D I V / 0 ! 5 % 3 % # D I V / 0 ! 2 % HO U R L Y T O T A L S TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 4: 0 0 P M 5 : 0 0 P M 9 2 0 4 8 2 0 4 9 7 1 0 3 0 0 0 4 2 2 7 9 0 1 , 4 9 5 4: 1 5 P M 5 : 1 5 P M 1 0 7 0 4 9 0 0 5 8 5 1 1 4 0 0 0 5 1 3 0 6 0 1 , 6 5 3 4: 3 0 P M 5 : 3 0 P M 1 1 0 1 4 8 8 0 6 4 5 1 1 2 0 0 0 5 7 3 1 7 0 1 , 7 3 0 4: 4 5 P M 5 : 4 5 P M 1 2 2 1 4 8 5 0 6 6 8 1 1 8 0 0 0 5 5 3 2 3 0 1 , 7 7 2 5: 0 0 P M 6 : 0 0 P M 1 1 9 2 4 7 9 0 6 4 5 1 3 4 0 0 0 5 4 3 0 7 0 1 , 7 4 0 5: 1 5 P M 6 : 1 5 P M 9 0 2 3 7 3 0 4 4 9 9 5 0 0 0 3 3 2 1 3 0 1 , 2 5 5 5: 3 0 P M 6 : 3 0 P M 6 2 1 2 4 0 0 2 5 4 7 4 0 0 0 1 8 1 3 4 0 7 8 3 5: 4 5 P M 6 : 4 5 P M 2 6 1 1 2 9 0 1 0 9 3 7 0 0 0 1 1 6 2 0 3 7 5 6:00 P M 7 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 *N O T E * P H F I S B A S E D O N 1 5 M I N . P E A K W I T H I N T H E P E A K H O U R . PE A K H O U R V O L U M E S Tr a f f i c , T M C T e m p l a t e , N B U S 2 0 an d U n i v e r s i t y . x l s x W k d y P M P e a k 6/ 1 / 2 0 2 3 4 : 3 1 P M ATTACHMENT 4 Attachments - Page 25 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B TU R N I N G M O V E M E N T C O U N T S U M M A R Y 3. 5 % H V 3 . 2 % H V IN T E R S E C T I O N PE A K H O U R V O L : 1 , 3 5 3 11 0 0 6 1 N- S S T R E E T : SB U S - 2 0 PH F : 0 . 9 5 E- W S T R E E T : Un i v e r s i t y B l v d PE A K H O U R : FR O M T O PR O J E C T N O . : 22 3 0 3 7 7: 3 0 A M 8 : 3 0 A M 0 0 CO U N T D A T E : We d , M a r 2 9 , 2 0 2 3 NO T E S : 5. 2 % H V 22 2 51 0 3. 9 % H V 5. 8 % H V 68 38 2 1. 4 % H V CO U N T T I M E Un i v e r s i t y B l v d FR O M : 7: 0 0 A M TO : 9: 0 0 A M 00 0 GR O W T H F A C T O R : 1. 0 0 SB U S - 2 0 CO U N T D A T A I N P U T TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 7: 0 0 A M 7 : 1 5 A M 93 1 7 1 7 7 1 0 2 1 16 5 7: 1 5 A M 7 : 3 0 A M 10 4 4 4 1 4 7 1 1 3 1 21 1 7: 3 0 A M 7 : 4 5 A M 13 7 6 2 1 5 1 8 5 4 2 5 31 1 7: 4 5 A M 8 : 0 0 A M 97 1 1 2 2 1 3 0 7 7 1 1 34 8 8: 0 0 A M 8 : 1 5 A M 74 1 6 0 1 4 1 9 6 2 1 0 33 9 8: 1 5 A M 8 : 3 0 A M 74 1 7 6 1 1 4 3 2 9 2 2 35 5 8: 3 0 A M 8 : 4 5 A M 85 5 0 1 4 1 1 4 9 1 2 22 1 8: 4 5 A M 9 : 0 0 A M 64 5 3 1 8 7 3 8 5 18 5 9: 0 0 A M 9 : 1 5 A M 0 9: 1 5 A M 9 : 3 0 A M 0 9: 3 0 A M 9 : 4 5 A M 0 9: 4 5 A M 1 0 : 0 0 A M 0 He a v y V e h i c l e s i n c l u d e d i n c o u n t s : 1 0 2 6 4 5 1 7 8 7 0 #D I V / 0 ! # D I V / 0 ! # D I V / 0 ! 1 % 4 % # D I V / 0 ! 3 % # D I V / 0 ! 4 % # D I V / 0 ! 5 % 6 % 3 % HO U R L Y T O T A L S TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 7: 0 0 A M 8 : 0 0 A M 0 0 0 4 3 1 2 3 5 0 6 7 0 6 2 0 1 5 2 8 8 1 , 0 3 5 7: 1 5 A M 8 : 1 5 A M 0 0 0 4 1 2 3 7 8 0 6 4 0 7 4 0 2 0 4 7 7 1 , 2 0 9 7: 3 0 A M 8 : 3 0 A M 0 0 0 3 8 2 5 1 0 0 6 1 0 1 1 0 0 2 2 2 6 8 1 , 3 5 3 7: 4 5 A M 8 : 4 5 A M 0 0 0 3 3 0 4 9 8 0 6 0 0 1 0 3 0 2 1 7 5 5 1 , 2 6 3 8: 0 0 A M 9 : 0 0 A M 0 0 0 2 9 7 4 3 9 0 5 7 0 8 0 0 1 7 8 4 9 1 , 1 0 0 8: 1 5 A M 9 : 1 5 A M 0 0 0 2 2 3 2 7 9 0 4 3 0 6 1 0 1 1 6 3 9 7 6 1 8: 3 0 A M 9 : 3 0 A M 0 0 0 1 4 9 1 0 3 0 3 2 0 1 8 0 8 7 1 7 4 0 6 8: 4 5 A M 9 : 4 5 A M 0 0 0 6 4 5 3 0 1 8 0 7 0 3 8 5 1 8 5 9:00 A M 1 0 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 *N O T E * P H F I S B A S E D O N 1 5 M I N . P E A K W I T H I N T H E P E A K H O U R . PE A K H O U R V O L U M E S Tr a f f i c , T M C T e m p l a t e , S B U S 2 0 an d U n i v e r s i t y . x l s x W k d y A M P e a k 6/ 1 / 2 0 2 3 4 : 2 9 P M ATTACHMENT 4 Attachments - Page 26 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B TU R N I N G M O V E M E N T C O U N T S U M M A R Y 7. 9 % H V 0 % H V 7 . 5 % H V IN T E R S E C T I O N PE A K H O U R V O L : 1 , 2 1 7 50 1 8 1 N- S S T R E E T : SB U S - 2 0 PH F : 0 . 8 2 E- W S T R E E T : Un i v e r s i t y B l v d PE A K H O U R : FR O M T O PR O J E C T N O . : 22 3 0 3 7 4: 4 5 P M 5 : 4 5 P M 0 0 CO U N T D A T E : We d , M a r 2 9 , 2 0 2 3 NO T E S : 3. 3 % H V 26 5 33 3 2. 1 % H V 16 . 5 % H V 63 42 4 3. 1 % H V CO U N T T I M E Un i v e r s i t y B l v d FR O M : 4: 0 0 P M TO : 6: 0 0 P M 00 0 GR O W T H F A C T O R : 1. 0 0 SB U S - 2 0 CO U N T D A T A I N P U T TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 4: 0 0 P M 4 : 1 5 P M 87 5 0 2 1 9 6 3 1 9 24 9 4: 1 5 P M 4 : 3 0 P M 96 6 4 2 4 1 1 5 5 1 4 26 4 4: 3 0 P M 4 : 4 5 P M 98 5 7 2 2 1 1 4 7 1 5 25 0 4: 4 5 P M 5 : 0 0 P M 59 7 1 2 3 1 3 5 2 1 3 23 1 5: 0 0 P M 5 : 1 5 P M 13 9 8 7 1 4 1 1 7 9 6 1 7 37 1 5: 1 5 P M 5 : 3 0 P M 12 1 1 0 1 2 0 9 5 9 1 4 32 4 5: 3 0 P M 5 : 4 5 P M 10 5 7 4 2 4 1 1 5 8 1 9 29 1 5: 4 5 P M 6 : 0 0 P M 73 6 1 2 5 8 5 2 1 0 22 9 6: 0 0 P M 6 : 1 5 P M 0 6: 1 5 P M 6 : 3 0 P M 0 6: 3 0 P M 6 : 4 5 P M 0 6: 4 5 P M 7 : 0 0 P M 0 He a v y V e h i c l e s i n c l u d e d i n c o u n t s : 2 4 1 2 1 3 7 1 6 2 0 9 2 #D I V / 0 ! # D I V / 0 ! # D I V / 0 ! 3 % 2 % # D I V / 0 ! 8 % 0 % 8 % # D I V / 0 ! 3 % 1 7 % 4 % HO U R L Y T O T A L S TI M E P E R I O D N O R T H B O U N D W E S T B O U N D S O U T H B O U N D E A S T B O U N D T O T A L FR O M : T O : L T R L T R L T R L T R V O L U M E S 4: 0 0 P M 5 : 0 0 P M 0 0 0 3 4 0 2 4 2 0 9 0 0 4 4 0 2 1 7 6 1 9 9 4 4: 1 5 P M 5 : 1 5 P M 0 0 0 3 9 2 2 7 9 0 8 3 1 5 2 0 2 5 0 5 9 1 , 1 1 6 4: 3 0 P M 5 : 3 0 P M 0 0 0 4 1 7 3 1 6 0 7 9 1 5 0 0 2 5 4 5 9 1 , 1 7 6 4: 4 5 P M 5 : 4 5 P M 0 0 0 4 2 4 3 3 3 0 8 1 1 5 0 0 2 6 5 6 3 1 , 2 1 7 5: 0 0 P M 6 : 0 0 P M 0 0 0 4 3 8 3 2 3 0 8 3 1 4 5 0 2 6 5 6 0 1 , 2 1 5 5: 1 5 P M 6 : 1 5 P M 0 0 0 2 9 9 2 3 6 0 6 9 0 2 8 0 1 6 9 4 3 8 4 4 5: 3 0 P M 6 : 3 0 P M 0 0 0 1 7 8 1 3 5 0 4 9 0 1 9 0 1 1 0 2 9 5 2 0 5: 4 5 P M 6 : 4 5 P M 0 0 0 7 3 6 1 0 2 5 0 8 0 5 2 1 0 2 2 9 6:00 P M 7 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 *N O T E * P H F I S B A S E D O N 1 5 M I N . P E A K W I T H I N T H E P E A K H O U R . PE A K H O U R V O L U M E S Tr a f f i c , T M C T e m p l a t e , S B U S 2 0 an d U n i v e r s i t y . x l s x W k d y P M P e a k 6/ 1 / 2 0 2 3 4 : 2 9 P M ATTACHMENT 4 Attachments - Page 27 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Idaho Transportation Department Annual Day of Week Summary for 2022 Site names: County: Funct Class: Location: 00051 Jefferson R Principal Arterial - Other Axle Factor Grp: Growth Factor Grp: 3 3 2 4US-20 0.75 Mi. S of Lorenzo IC (SB) Seasonal Factor Grp: Daily Factor Grp: SUN MON TUE WED THU FRI SAT AADT AAWDT AAWET % POS 2022 14,217 19,404 19,596 19,788 20,310 21,436 19,168 19,131 20,107 16,692 51 2021 14,592 19,529 19,578 19,862 20,399 21,695 19,496 19,307 20,213 17,044 51 2020 12,864 17,616 17,649 17,620 18,298 19,559 17,157 17,252 18,148 15,010 50 2019 14,663 22,483 22,424 22,442 23,428 25,672 21,922 21,862 23,290 18,293 50 2018 17,008 25,335 25,386 25,761 26,669 29,904 25,237 25,043 26,611 21,122 50 2017 16,281 24,170 24,837 25,017 25,716 28,744 24,389 24,165 25,697 20,335 50 2016 15,250 23,134 23,791 24,015 24,907 27,443 23,253 23,113 24,658 19,251 50 2015 15,073 22,342 22,691 22,947 23,781 26,778 22,940 22,365 23,708 19,007 50 2014 13,442 20,762 20,842 21,019 21,723 24,270 20,624 20,383 21,723 17,033 50 2013 12,972 19,955 19,819 20,221 20,858 23,618 19,717 19,594 20,894 16,345 50 2012 12,536 19,404 19,188 19,618 20,525 23,183 19,683 19,162 20,384 16,109 50 SUN MON TUE WED THU FRI SAT MADT MAWDT MAWET % POS JAN 11,925 18,379 17,953 17,588 17,478 19,166 17,742 17,176 18,113 14,833 51 FEB 13,027 19,258 18,522 18,334 19,090 20,753 18,681 18,238 19,191 15,854 51 MAR 13,088 19,137 18,885 19,097 19,732 20,791 18,759 18,498 19,528 15,923 51 APR 13,679 19,140 19,240 20,042 20,679 21,782 18,992 19,079 20,176 16,335 51 MAY 14,824 19,542 20,294 20,722 21,114 22,642 19,825 19,852 20,863 17,324 51 JUN 15,871 20,969 20,857 21,334 22,228 23,261 20,795 20,759 21,730 18,333 51 JUL 16,645 20,764 21,770 22,131 22,322 23,189 20,942 21,109 22,035 18,794 50 AUG 15,823 20,897 20,416 20,908 21,422 22,173 19,975 20,230 21,163 17,899 50 SEP 16,092 20,338 20,811 20,623 21,815 23,845 21,027 20,650 21,486 18,559 51 OCT 15,637 20,022 20,210 20,189 21,399 22,839 20,338 20,091 20,932 17,988 51 NOV 13,570 18,083 19,063 18,677 17,870 19,364 17,050 17,668 18,611 15,310 51 DEC 10,419 16,323 17,133 17,811 18,570 17,428 15,887 16,224 17,453 13,153 51 1AV02P: Page 1 ofCreated Sun Jan 08 17:41:29 MST 2023 ATTACHMENT 5 Attachments - Page 28 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 0 20,331 12,894 0 8 , 8 0 0 8, 9 0 0 6,247 19,925 20 , 1 8 8 739 2,497 12 , 4 5 8 2,728 0 7,445 6,697 7,563 14,142 6,623 14,186 1,68 1 0 14,270 7,467 2,205 10,290 9,941 13 1,446 212 310 4 0 2 1,645 1,398 492 52 2,161 429 5,042 32 969 1,881 20 2 1 A W D T 0 . 0 3 3 . 0 6 7 . 1 Mi l e s 12 / 0 3 / 2 1 PM V / C R a t i o s 0. 0 t o 0 . 7 0. 7 t o 0 . 8 0. 8 t o 0 . 9 0. 9 t o 1 . 0 1. 0 t o 9 9 9 Gr e a t e r t h a n 1 . 0 Fl o w 20 0 0 1 0 0 0 5 0 0 Fl o w ©2 0 1 3 H E R E ATTACHMENT 6 Attachments - Page 29 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 0 42,629 32,283 0 1 4 , 8 1 8 15 , 6 6 0 10,216 42,145 42 , 3 5 5 1,225 7,075 31 , 0 5 0 7,372 0 11,834 11,752 12,088 23,586 11,704 23,792 10 ,8 46 0 33,014 11,037 7,575 19,460 18,908 138 1,923 51 1 4,165 2,540 1 1 ,0 5 6 8,446 877 4,406 13,580 1,866 73 8,829 4,648 20,330 896 1,962 4,678 20 4 8 A W D T - E a s t P a r k w a y P h a s e 5 0 . 0 5 . 1 . 1 5 Mi l e s 12 / 0 3 / 2 1 PM V / C R a t i o s 0. 0 t o 0 . 7 0. 7 t o 0 . 8 0. 8 t o 0 . 9 0. 9 t o 1 . 0 1. 0 t o 9 9 9 Gr e a t e r t h a n 1 . 0 Fl o w 20 0 0 1 0 0 0 5 0 0 Fl o w ©2 0 1 3 H E R E ATTACHMENT 6 Attachments - Page 30 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B LOCATION serial_ number severity units accident_ date accident_ time street1 street2 reference_street dist_from_ intersection direction_ of_travel driver_action vision_ obstruction impaired first_harmful_event most_harmful_event events contrib_circ_1 contrib_circ_2 road_ surface_ condition other_ road_ conditions weather_ condition1 weather_ condition2 light_condition 1 12th W & University Blvd 17C455450 C Injury Accident 2 4/29/2017 9:06 University Blvd 12th West St N Going Straight None FALSE Angle Angle Angle, Sick Failed to Obey Stop Sign Dry None Clear Day 1 12th W & University Blvd 18C487452 C Injury Accident 3 5/21/2018 8:28 University Blvd 12th West St W Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Cloudy Day 1 12th W & University Blvd 17C459976 Property Dmg Report 2 6/27/2017 8:03 University Blvd 12th West St E Turning Left None FALSE Angle Turning Angle Turning Angle Turning, Failed to Yield None Dry None Clear Day 1 12th W & University Blvd 18C477779 Property Dmg Report 1 1/20/2018 3:14 12th West St University Blvd 250.000 ft N S Going Straight None FALSE Other Fixed Object Other Fixed Object Other Fixed Object, Speed Too Fast For Conditions None Ice None Cloudy Snow Dark, Street Lights On 1 12th W & University Blvd 18C477812 Property Dmg Report 2 1/13/2018 15:50 12th West St University Blvd N Crossing at Intersection, NO C None FALSE Angle Angle Failed to Obey Stop Sign None Dry None Clear Day 1 12th W & University Blvd 18C477886 Property Dmg Report 1 1/11/2018 22:48 12th West St University Blvd 258.000 ft N N Turning Right None FALSE Side Swipe Opposite Side Swipe Opposite Side Swipe Opposite, Speed Too Fast For Conditions None Ice None Snow Dark, Street Lights On 1 12th W & University Blvd 18C496590 Property Dmg Report 2 9/8/2018 12:26 University Blvd Parking Lot 12th St 150.000 ft E S Entering/Leaving Parking Lot, None FALSE Angle Turning Angle Turning Angle Turning, Failed to Yield None Dry None Clear Day 1 12th W & University Blvd 18C497728 Property Dmg Report 2 9/19/2018 12:30 12th West University Blvd 246.000 ft N W Turning Left None FALSE Angle Turning Angle Turning Improper Lane Change None Dry None Clear Day 1 12th W & University Blvd 19C506829 Property Dmg Report 2 1/9/2019 8:22 12th West St University Blvd 6.000 ft N S Starting in Traffic Other FALSE Rear-End Rear-End Rear-End, Following Too Close Vision Obstruction Ice None Clear Day 1 12th W & University Blvd 19C508509 Property Dmg Report 2 1/28/2019 8:30 University Blvd 12th West St W Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Ice None Clear Day 1 12th W & University Blvd 19C509831 Property Dmg Report 2 2/10/2019 10:37 University Blvd 12th West St N Turning Right None FALSE Angle Turning Angle Turning Angle Turning, Improper Turn None Snow None Snow Day 1 12th W & University Blvd 19C525451 Property Dmg Report 2 8/28/2019 21:28 University Blvd 12th West St N Going Straight None FALSE Angle Angle Failed to Yield None Dry None Clear Dark, Street Lights On 1 12th W & University Blvd 19C531863 Property Dmg Report 1 11/12/2019 14:21 University Blvd 12th West St W Turning Right None FALSE Utility/Light Support Utility/Light Support Ran Off Road,Utility/Light Support,Traffic Sign Support,Inattention None Dry None Cloudy Day 1 12th W & University Blvd 19C534795 Property Dmg Report 2 12/12/2019 15:45 University Blvd 12th West St SE Turning Left None FALSE Angle Angle Angle, Failed to Yield None Wet None Cloudy Day 1 12th W & University Blvd 20C560356 Property Dmg Report 2 11/25/2020 16:35 12th West St University Blvd 75.000 ft N S Turning Right None FALSE Parked Car Parked Car Parked Car , None None Ice None Snow Day 1 12th W & University Blvd 21C564767 Property Dmg Report 2 1/22/2021 10:29 12th West St University Blvd W Turning Right None FALSE Head-On Turning Head-On Turning Head-On Turning, Speed Too Fast For Conditions None Snow None Cloudy Clear Day 1 12th W & University Blvd 21C568221 Property Dmg Report 1 3/8/2021 8:27 University Blvd 12th West Rd 50.000 ft W W Going Straight None FALSE Fire/Explosion Fire/Explosion Fire/Explosion, None None Dry None Clear Day 1 12th W & University Blvd 21C581595 Property Dmg Report 2 8/31/2021 12:29 University Blvd 12th West St SE Turning Left None FALSE Angle Turning Angle Turning Angle Turning, Failed to Yield None Dry None Clear Day 1 12th W & University Blvd 21C582430 Property Dmg Report 2 9/8/2021 12:29 12th West St University Blvd S Turning Left None FALSE Angle Turning Angle Turning Angle Turning, Improper Turn Failed to Yield Dry None Clear Day 1 12th W & University Blvd 21C587558 Property Dmg Report 2 11/11/2021 8:30 12th West University Blvd 54.000 ft N N Turning Right None FALSE Angle Turning Angle Turning Angle Turning, Improper Turn None Dry None Clear Day 1 12th W & University Blvd 17C450870 Property Dmg Report 2 2/15/2017 21:27 University Blvd 12th West St 155.000 ft E W Turning Right None FALSE Side Swipe Same Side Swipe Same Side Swipe Same, Improper Lane Change None Dry None Clear Dark, Street Lights On 2 US20 SB & University Blvd 20C537699 B Injury Accident 2 1/16/2020 15:53 University Blvd US 20 IC 332 SB Off Ramp S Turning Left None FALSE Angle Turning Angle Turning Angle Turning, Failed to Yield None Slush None Cloudy Day 2 US20 SB & University Blvd 17C471227 C Injury Accident 2 11/6/2017 8:10 US 20 IC 332 SB Off Ramp University Blvd 20.000 ft N S Starting in Traffic None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Cloudy Day 2 US20 SB & University Blvd 17C465885 Property Dmg Report 3 9/8/2017 11:46 University Blvd 12th West St 1075.000 ft E E Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 2 US20 SB & University Blvd 18C482050 Property Dmg Report 1 3/3/2018 8:46 University Blvd US 20 IC 332 WB On Ramp W Turning Left None FALSE Traffic Sign Support Traffic Sign Support Traffic Sign Support, Speed Too Fast For Conditions None Snow None Cloudy Day 2 US20 SB & University Blvd 18C496147 Property Dmg Report 2 9/4/2018 8:23 US 20 IC 332 SB Off Ramp University Blvd 50.000 ft E S Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 2 US20 SB & University Blvd 20C549814 Property Dmg Report 2 7/21/2020 16:26 University Blvd US 20 IC 332 SB Off Ramp SE Turning Left None FALSE Side Swipe Same Side Swipe Same Side Swipe Same, Improper Turn None Dry None Clear Day 2 US20 SB & University Blvd 21C563771 Property Dmg Report 2 1/5/2021 8:00 University Blvd US 20 IC 332 WB On Ramp W Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Ice None Clear Day 2 US20 SB & University Blvd 21C563799 Property Dmg Report 2 1/5/2021 6:53 University Blvd US 20 W Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Ice None Clear Dark, Street Lights On 2 US20 SB & University Blvd 21C563827 Property Dmg Report 2 1/5/2021 10:11 University Blvd US 20 IC 332 WB On Ramp W Going Straight None FALSE Rear-End Rear-End Rear-End, Speed Too Fast For Conditions None Ice None Clear Day 2 US20 SB & University Blvd 17C453018 Property Dmg Report 2 3/20/2017 12:30 University Blvd US 20 15.000 ft W W Going Straight None TRUE Rear-End Rear-End Rear-End, Drug Impaired Following Too Close Dry None Cloudy Day 3 US20 NB & University Blvd 19C531529 B Injury Accident 2 11/4/2019 15:44 University Blvd US 20 IC 332 NB Off Ramp 50.000 ft E E Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 20C541207 B Injury Accident 2 2/25/2020 13:11 University Blvd US 20 IC 332 NB Off Ramp N Turning Left None FALSE Angle Turning Angle Turning Inattention None Dry None Clear Day 3 US20 NB & University Blvd 21C564683 B Injury Accident 2 1/20/2021 15:47 University Blvd US 20 IC 332 NB Off Ramp N Going Straight None FALSE Angle Angle Angle, Failed to Yield None Dry None Cloudy Day 3 US20 NB & University Blvd 21C575873 B Injury Accident 2 6/16/2021 16:02 US 20 IC 332 WB Off Ramp University Blvd S Turning Left None FALSE Angle Turning Angle Turning Angle Turning,Other Post, Pole or Support,Fence,None None Dry None Clear Day 3 US20 NB & University Blvd 21C582618 B Injury Accident 3 9/13/2021 15:48 University Blvd US 20 IC 332 NB Off Ramp N Turning Left None FALSE Angle Turning Angle Turning Angle Turning,Angle Turning, Improper Turn Failed to Yield Dry None Clear Day 3 US20 NB & University Blvd 17C454141 C Injury Accident 2 4/6/2017 12:14 University Blvd US 20 IC 332 NB On Ramp W U-Turn None FALSE Angle Angle Angle, Improper Turn None Dry None Clear Day 3 US20 NB & University Blvd 17C455067 C Injury Accident 2 4/22/2017 13:25 University Blvd US 20 IC 332 NB Off Ramp E Going Straight None FALSE Angle Angle Failed to Yield None Dry None Clear Day 3 US20 NB & University Blvd 18C501188 C Injury Accident 2 10/29/2018 15:46 University Blvd US 20 E Turning Left None FALSE Angle Turning Angle Turning Angle Turning, Improper Turn None Wet None Cloudy Day 3 US20 NB & University Blvd 19C510057 C Injury Accident 2 2/18/2019 16:43 US 20 IC 332 NB Off Ramp University Blvd 20.000 ft S N Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Cloudy Day 3 US20 NB & University Blvd 19C532006 C Injury Accident 3 11/15/2019 14:29 University Blvd Yellowstone Hwy 0.200 Mile W E Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 20C539317 C Injury Accident 2 2/4/2020 8:30 US 20 IC 332 NB Off Ramp Universtiy Blvd N Going Straight None FALSE Rear-End Turning Rear-End Turning Rear-End Turning, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 17C451545 C Injury Accident 2 2/26/2017 15:11 University Blvd Yellowstone Hwy 900.000 ft W S U-Turn None FALSE Angle Angle Improper Turn None Dry None Cloudy Day 3 US20 NB & University Blvd 17C452808 C Injury Accident 2 3/15/2017 8:27 US 20 IC 332 NB Off Ramp University Blvd 32.000 ft S N Starting in Traffic None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 17C457098 Property Dmg Report 2 5/15/2017 15:45 University Blvd US 20 NB On Ramp E Turning Left None FALSE Angle Turning Angle Turning Angle Turning, None None Dry None Cloudy Day 3 US20 NB & University Blvd 17C461661 Property Dmg Report 2 7/18/2017 12:47 University Blvd US 20 IC 332 NB Off Ramp W Turning Left None FALSE Rear-End Turning Rear-End Turning Rear-End Turning, Failed to Yield None Dry None Clear Day 3 US20 NB & University Blvd 17C469118 Property Dmg Report 2 10/12/2017 15:56 University Blvd US 20 IC 332 NB Off Ramp 43.000 ft W NW Turning Left None FALSE Angle Turning Angle Turning Angle Turning, Improper Turn None Dry None Clear Day 3 US20 NB & University Blvd 17C470915 Property Dmg Report 3 11/3/2017 14:35 University Blvd Yellowstone Hwy 835.000 ft W E Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Cloudy Day 3 US20 NB & University Blvd 18C486273 Property Dmg Report 2 5/7/2018 8:45 US 20 NB Off Ramp University Blvd 70.000 ft S N Stopped in Traffic None FALSE Rear-End Rear-End None None Dry None Clear Day 3 US20 NB & University Blvd 18C490594 Property Dmg Report 2 7/2/2018 17:08 US 20 IC 332 NB Off Ramp University Blvd NE Going Straight None TRUE Rear-End Turning Rear-End Turning Rear-End Turning, Alcohol Impaired None Dry None Clear Day Page 1 of 2 ATTACHMENT 7 Attachments - Page 31 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B LOCATION serial_ number severity units accident_ date accident_ time street1 street2 reference_street dist_from_ intersection direction_ of_travel driver_action vision_ obstruction impaired first_harmful_event most_harmful_event events contrib_circ_1 contrib_circ_2 road_ surface_ condition other_ road_ conditions weather_ condition1 weather_ condition2 light_condition 3 US20 NB & University Blvd 18C496981 Property Dmg Report 2 9/11/2018 15:56 US 20 IC 332 NB Off Ramp University Blvd 200.000 ft S N Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 19C510938 Property Dmg Report 2 2/28/2019 7:53 US 20 University Blvd 57.000 ft S N Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Wet None Cloudy Day 3 US20 NB & University Blvd 19C521065 Property Dmg Report 3 7/9/2019 16:39 US 20 IC 332 NB Off Ramp University Blvd N Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 19C530715 Property Dmg Report 2 10/29/2019 9:14 University Blvd US 20 IC 332 NB Off Ramp N Slowing in Traffic None FALSE Angle Angle Angle, Speed Too Fast For Conditions None Ice None Blowing Snow Day 3 US20 NB & University Blvd 19C532577 Property Dmg Report 3 11/21/2019 17:00 US 20 IC 332 NB Off Ramp University Blvd 113.000 ft S N Going Straight None FALSE Rear-End Rear-End Rear-End, Inattention None Dry None Clear Dawn or Dusk 3 US20 NB & University Blvd 19C535118 Property Dmg Report 2 12/17/2019 15:47 University Blvd US 20 IC 332 NB On Ramp N Turning Left None FALSE Angle Angle Failed to Yield None Dry None Clear Day 3 US20 NB & University Blvd 20C541655 Property Dmg Report 2 3/4/2020 17:51 US 20 IC 332 NB Off Ramp University Blvd 20.000 ft S N Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 20C550077 Property Dmg Report 2 7/25/2020 15:29 US 20 IC 332 NB Off Ramp University Blvd N Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 21C564360 Property Dmg Report 1 1/17/2021 3:43 US 20 IC 332 EB Off Ramp University Blvd N Going Straight None FALSE Traffic Sign Support Traffic Sign Support Traffic Sign Support,Loss of Control,Ran Off Road,Speed Too Fast For Conditions None Ice None Fog Dark, Street Lights On 3 US20 NB & University Blvd 21C571418 Property Dmg Report 2 4/23/2021 14:29 Univeristy Blvd US 20 IC 332 NB On Ramp S Turning Left None FALSE Angle Turning Angle Turning Angle Turning, Failed to Yield None Dry None Clear Day 3 US20 NB & University Blvd 21C571987 Property Dmg Report 3 4/29/2021 15:45 University Blvd Golden Beauty Dr 250.000 ft W E Slowing in Traffic None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Cloudy Day 3 US20 NB & University Blvd 21C572441 Property Dmg Report 2 5/7/2021 11:45 US 20 IC 332 EB Off Ramp University Blvd 60.000 ft S N Slowing in Traffic None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Cloudy Day 3 US20 NB & University Blvd 21C581331 Property Dmg Report 2 8/27/2021 11:37 US 20 University Blvd 75.000 ft W E Going Straight None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 21C582964 Property Dmg Report 2 9/14/2021 17:38 US 20 IC 332 NB Off Ramp University Blvd 15.000 ft S N Going Straight None FALSE Rear-End Rear-End Rear-End, Brakes None Dry None Clear Day 3 US20 NB & University Blvd 21C586350 Property Dmg Report 2 10/21/2021 16:50 US 20 IC 332 NB Off Ramp University Blvd 85.000 ft S N Slowing in Traffic None FALSE Rear-End Rear-End Rear-End, Following Too Close None Dry None Clear Day 3 US20 NB & University Blvd 21C586445 Property Dmg Report 2 10/29/2021 14:38 University Blvd US 20 IC 332 NB Off Ramp N Turning Left None FALSE Angle Turning Angle Turning Angle Turning, Failed to Yield None Dry None Clear Cloudy Day 3 US20 NB & University Blvd 21C587651 Property Dmg Report 2 11/12/2021 14:27 University Blvd US 20 IC 332 NB On Ramp E Turning Left None FALSE Head-On Turning Head-On Turning Head-On Turning, Failed to Yield None Dry None Cloudy Day 3 US20 NB & University Blvd 17C451486 Property Dmg Report 2 2/23/2017 8:30 University Blvd 12th West St 1375.000 ft E W Slowing in Traffic None FALSE Rear-End Rear-End Rear-End, Speed Too Fast For Conditions None Snow None Cloudy Day Page 2 of 2 ATTACHMENT 7 Attachments - Page 32 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Sh e e t T i t l e S u b t i t l e N o t e s / D e s c r i p t i o n Co l u m n 1 C o l u m n 2 C o l u m n 3 C o l u m n 4 TG - 1 T r i p G e n e r a t i o n I T E T r i p G e n e r a t i o n M a n u a l , 1 1 t h E d i t i o n TD - 1 T r i p D i s t r i b u t i o n ( P h a s e 1 ) E n t e r i n g V e h i c l e s E x t e r n a l p e r c e n t a g e s a r e r e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t ; R o u t i n g i s b a s e d o n f a s t e s t t r a v e l t i m e TD - 2 T r i p D i s t r i b u t i o n ( P h a s e 1 ) E x i t i n g V e h i c l e s E x t e r n a l p e r c e n t a g e s a r e r e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t ; R o u t i n g i s b a s e d o n f a s t e s t t r a v e l t i m e TD - 3 T r i p D i s t r i b u t i o n ( P h a s e 2 ) E n t e r i n g V e h i c l e s E x t e r n a l p e r c e n t a g e s a r e r e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t ; R o u t i n g i s b a s e d o n f a s t e s t t r a v e l t i m e TD - 4 T r i p D i s t r i b u t i o n ( P h a s e 2 ) E x i t i n g V e h i c l e s E x t e r n a l p e r c e n t a g e s a r e r e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t ; R o u t i n g i s b a s e d o n f a s t e s t t r a v e l t i m e AM - 1 2 0 2 3 T u r n i n g M o v e m e n t C o u n t s A M P e a k H o u r W e d n e s d a y , M a r c h 2 9 , 2 0 2 3 AM - 2 2 0 2 3 E x i s t i n g C o n d i t i o n s A M P e a k H o u r 2 0 2 3 T u r n i n g M o v e m e n t C o u n t s * S e a s o n a l A d j u s t m e n t F a c t o r ( + 3 % r e f e r e n c e d f r o m I T D A T R #5 1 ) AM - 3 2 0 2 4 N o B u i l d A M P e a k H o u r 2 0 2 3 E x i s t i n g C o n d i t i o n s + 2 0 2 3 - 2 0 2 4 G r o w t h ( + 5 . 6 % r e f e r e n c e d f r o m R e x b u r g T r a n s C a d T D M ) AM - 4 T r i p A s s i g n m e n t ( P h a s e 1 ) A M P e a k H o u r T r i p G e n e r a t i o n ( P h a s e 1 ) * T r i p D i s t r i b u t i o n AM - 5 P a s s - B y T r i p A d j u s t m e n t ( P h a s e 1 ) A M P e a k H o u r P r o c e d u r e r e f e r e n c e d f r o m I T E T r i p G e n e r a t i o n H a n d b o o k , 3 r d E d i t i o n AM - 6 2 0 2 4 B u i l d ( P h a s e 1 C o m p l e t i o n ) A M P e a k H o u r 2 0 2 4 N o B u i l d + T r i p A s s i g n m e n t ( P h a s e 1 ) + P a s s - B y T r i p A s s i g n m e n t ( P h a s e 1 C o m pl e t i o n ) AM - 7 B a c k g r o u n d T r i p A s s i g n m e n t ( I r o n H o r s e ) A M P e a k H o u r R e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t AM - 8 2 0 2 9 N o B u i l d A M P e a k H o u r 2 0 2 3 E x i s t i n g C o n d i t i o n s + 2 0 2 3 - 2 0 2 9 G r o w t h ( + 3 8 % r e f e r e n c e d f r o m R e x b u r g T r a n s C a d T D M ) + B a c k g r o u nd T r i p A s s i g n m e n t ( I r o n H o r s e ) AM - 9 T r i p A s s i g n m e n t ( P h a s e 2 ) A M P e a k H o u r T r i p G e n e r a t i o n ( P h a s e 2 ) * T r i p D i s t r i b u t i o n AM - 1 0 2 0 2 9 B u i l d ( P h a s e 2 C o m p l e t i o n ) A M P e a k H o u r 2 0 2 9 N o B u i l d + T r i p A s s i g n m e n t ( P h a s e 1 ) + P a s s - B y T r i p A s s i g n m e n t ( P h a s e 1 ) + T r i p A s s i g n m e n t ( P h a s e 2 ) PM - 1 2 0 2 3 T u r n i n g M o v e m e n t C o u n t s P M P e a k H o u r W e d n e s d a y , M a r c h 2 9 , 2 0 2 3 PM - 2 2 0 2 3 E x i s t i n g C o n d i t i o n s P M P e a k H o u r 2 0 2 3 T u r n i n g M o v e m e n t C o u n t s * S e a s o n a l A d j u s t m e n t F a c t o r ( + 3 % r e f e r e n c e d f r o m I T D A T R #5 1 ) PM - 3 2 0 2 4 N o B u i l d P M P e a k H o u r 2 0 2 3 E x i s t i n g C o n d i t i o n s + 2 0 2 3 - 2 0 2 4 G r o w t h ( + 5 . 6 % r e f e r e n c e d f r o m R e x b u r g T r a n s C a d T D M ) PM - 4 T r i p A s s i g n m e n t ( P h a s e 1 ) P M P e a k H o u r T r i p G e n e r a t i o n ( P h a s e 1 ) * T r i p D i s t r i b u t i o n PM - 5 P a s s - B y T r i p A d j u s t m e n t ( P h a s e 1 ) P M P e a k H o u r P r o c e d u r e r e f e r e n c e d f r o m I T E T r i p G e n e r a t i o n H a n d b o o k , 3 r d E d i t i o n PM - 6 2 0 2 4 B u i l d ( P h a s e 1 C o m p l e t i o n ) P M P e a k H o u r 2 0 2 4 N o B u i l d + T r i p A s s i g n m e n t ( P h a s e 1 ) + P a s s - B y T r i p A s s i g n m e n t ( P h a s e 1 C o m pl e t i o n ) PM - 7 B a c k g r o u n d T r i p A s s i g n m e n t ( I r o n H o r s e ) P M P e a k H o u r R e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t PM - 8 2 0 2 9 N o B u i l d P M P e a k H o u r 2 0 2 3 E x i s t i n g C o n d i t i o n s + 2 0 2 3 - 2 0 2 9 G r o w t h ( + 3 8 % r e f e r e n c e d f r o m R e x b u r g T r a n s C a d T D M ) + B a c k g r o u nd T r i p A s s i g n m e n t ( I r o n H o r s e ) PM - 9 T r i p A s s i g n m e n t ( P h a s e 2 ) P M P e a k H o u r T r i p G e n e r a t i o n ( P h a s e 2 ) * T r i p D i s t r i b u t i o n PM - 1 0 2 0 2 9 B u i l d ( P h a s e 2 C o m p l e t i o n ) P M P e a k H o u r 2 0 2 9 N o B u i l d + T r i p A s s i g n m e n t ( P h a s e 1 ) + P a s s - B y T r i p A s s i g n m e n t ( P h a s e 1 ) + T r i p A s s i g n m e n t ( P h a s e 2 ) Tr i p G e n e r a t i o n , D i s t r i b u t i o n , a n d A s s i g n m e n t ; T u r n i n g M o v e m e n t C a l c u l a t i o n s Sh e e t I n d e x Re x b u r g G o o d - 2 - G o T I S ATTACHMENT 8 Attachments - Page 33 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B En t e r % Ex i t % En t e r E x i t T o t a l En t e r % Ex i t % En t e r E x i t T o t a l 94 5 7 . 6 5 0 % 5 0 % 2 1 5 2 1 5 4 3 0 5 0 % 5 0 % 2 0 7 2 0 7 4 1 4 To t a l T o t a l 21 5 2 1 5 4 3 0 To t a l 20 7 2 0 7 4 1 4 ↓↓ 62 % 21 5 2 1 5 4 3 0 1 3 3 1 3 3 2 6 7 Ta b l e E . 3 7 5 6 % 20 7 2 0 7 4 1 4 1 1 6 1 1 6 2 3 2 Ta b l e E . 3 8 To t a l 13 3 1 3 3 2 6 7 To t a l 11 6 1 1 6 2 3 2 ↓↓ Pr i m a r y T r i p s P a s s - B y T r i p s P r i m a r y T r i p s P a s s - B y T r i p s En t e r E x i t To t a l En t e r E x i t To t a l En t e r E x i t To t a l En t e r E x i t To t a l Ph a s e 1 I n t e r n a l 0 0 0 n / a n / a n / a P h a s e 1 I n t e r n a l 0 0 0 n / a n / a n / a Ph a s e 1 E x t e r n a l 8 2 8 2 1 6 3 1 3 3 1 3 3 2 6 7 P h a s e 1 E x t e r n a l 9 1 9 1 1 8 2 1 1 6 1 1 6 2 3 2 En t e r % Ex i t % En t e r E x i t T o t a l En t e r % Ex i t % En t e r E x i t T o t a l 82 0 1 6 3 . 7 6 2 % 3 8 % 1 4 3 8 7 2 3 0 4 8 % 5 2 % 3 8 6 4 1 8 8 0 4 To t a l T o t a l 14 3 8 7 2 3 0 To t a l 38 6 4 1 8 8 0 4 ↓↓ Pr i m a r y T r i p s P a s s - B y T r i p s P r i m a r y T r i p s P a s s - B y T r i p s En t e r E x i t To t a l En t e r E x i t To t a l En t e r E x i t To t a l En t e r E x i t To t a l Ph a s e s 1 & 2 I n t e r n a l 0 0 0 n / a n / a n / a h a s e s 1 & 2 I n t e r n a l 0 0 0 n / a n / a n / a Ph a s e s 1 & 2 E x t e r n a l 2 2 5 1 6 9 3 9 3 1 3 3 1 3 3 2 6 7 has e s 1 & 2 E x t e r n a l 4 7 7 5 0 9 9 8 6 1 1 6 1 1 6 2 3 2 De v e l o p m e n t Go o d - 2 - G o 2 Sh o p p i n g C e n t e r ( > 15 0 k ) Se t t i n g / L o c a t i o n : G e n e r a l U r b a n / S u b u r b a n 1, 0 0 0 S F G r o s s F l o o r A r e a : Ph a s e IT E Co d e D e s c r i p t i o n I n d e p e n d e n t V a r i a b l e ( X ) Ve h T r i p s (T ) To t a l T = 2 6 . 1 1 ( X ) + 5 8 6 3 . 7 3 1 0 , 1 3 8 T = 0 . 5 9 ( X ) + 1 3 3 . 5 5 T = e 0. 7 2 L n ( X ) + 3 . 0 2 Av e r a g e R a t e O R Fi t t e d C u r v e E q u a t i o n Ve h T r i p s (T ) Av e r a g e R a t e O R Fi t t e d C u r v e E q u a t i o n Ve h T r i p s (T ) Av e r a g e R a t e O R Fi t t e d C u r v e E q u a t i o n 10 , 1 3 8 Tr i p G e n e r a t i o n Sh e e t # : TG - 1 IT E T r i p G e n e r a t i o n M a n u a l , 1 1 t h E d i t i o n Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 Ve h T r i p s (T ) To t a l We e k d a y AM P e a k H o u r of A d j a c e n t S t r e e t , O n e H o u r b t w n 7 a n d 9 a m PM P e a k H o u r of A d j a c e n t S t r e e t , O n e H o u r b t w n 4 a n d 6 p m Me t h o d o l o g y r e c o m m e n d e d i n I T E T r i p G e n e r a t i o n H a n d b o o k , 3 r d E d i t i o n ; p a s s - b y p e r c e n t a g e s a r e r e f e r e n c e d f r o m A p p e n d i x E . In d e p e n d e n t V a r i a b l e ( X ) 4, 8 1 1 T = 5 6 . 5 2 ( X ) T = 5 4 . 5 2 ( X ) Ca l c u l a t e P a s s - B y T r i p A d j u s t m e n t AM P e a k H o u r of A d j a c e n t S t r e e t , O n e H o u r b t w n 7 a n d 9 a m PM P e a k H o u r of A d j a c e n t S t r e e t , O n e H o u r b t w n 4 a n d 6 p m Av e r a g e R a t e O R Fi t t e d C u r v e E q u a t i o n Ve h T r i p s (T ) 1, 0 0 0 S F G r o s s F l o o r A r e a : T = 5 6 0 . 8 8 ( X ) + 5 4 8 . 7 9 4 , 8 1 1 We e k d a y Av e r a g e R a t e O R Fi t t e d C u r v e E q u a t i o n Ve h T r i p s (T ) Av e r a g e R a t e O R Fi t t e d C u r v e E q u a t i o n De v e l o p m e n t Go o d - 2 - G o Ph a s e IT E Co d e D e s c r i p t i o n 1 Co n v e n i e n c e S t o r e / G a s S t a t i o n Se t t i n g / L o c a t i o n : G e n e r a l U r b a n / S u b u r b a n ATTACHMENT 8 Attachments - Page 34 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 10 % 1 0 % 20 % ↓↘ ↙ ← 70 % ← 50 % ← 40 % ↙ 70 % 3% → 3% ↘ 13 % ↘ ↖10 % 83 %↘ ↗5% ↑5% 5% 12th West 5% 12th West 13 % 10 % 12th West 5% 5% 12th West 83 % Re x b u r g G o o d - 2 - G o D e v e l o p m e n t Ac c e s s 2 88 % 88 % Ac c e s s 3 12th West Access 1 US-20 SB US-20 NB 83 % 6% 8 3 % 8 3 % 70 % 6% 13 % Un i v e r s i t y B l v d Un i v e r s i t y B l v d 50 % 50 % 40 % 50 % 70 % 7 0 % 70 % 50 % 70 % Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 83 % 19 % 5% 88 % 95 % Tr i p D i s t r i b u t i o n ( P h a s e 1 ) Sh e e t # : TD - 1 En t e r i n g V e h i c l e s Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Ex t e r n a l p e r c e n t a g e s a r e r e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t ; R o u t i n g i s b a s e d o n f a s t e s t t r a v e l t i m e Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 19 % US-20 SB 20 % US-20 NB Un i v e r s i t y B l v d 83 % Un i v e r s i t y B l v d 13 % ATTACHMENT 8 Attachments - Page 35 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 20 % ↗ 60 % → 40 % → 10 % ↘ ↖↑ ↗ 6% 1 9 % 70 % ↖ 25 % ↙ 5% 5%↓ 5% 12th West 5% 12th West 70 % 10 % 12th West 5% 12th West 25 % Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 25 % Ac c e s s 2 30 % 30 % 5% Ac c e s s 3 5% 25 % 12th West Access 1 US-20 SB US-20 NB 25 % 6% 6% Un i v e r s i t y B l v d 10 % Un i v e r s i t y B l v d 60 % 4 0 % 60 % 70 % 7 0 % 6 0 % 70 % 70 % 60 % 70 % Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 70 % 60 % 19 % 20 % 5% 30 % 25 % Tr i p D i s t r i b u t i o n ( P h a s e 1 ) Sh e e t # : TD - 2 Ex i t i n g V e h i c l e s Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Ex t e r n a l p e r c e n t a g e s a r e r e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t ; R o u t i n g i s b a s e d o n f a s t e s t t r a v e l t i m e Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 19 % US-20 SB US-20 NB 20 % Un i v e r s i t y B l v d Un i v e r s i t y B l v d 40 % ATTACHMENT 8 Attachments - Page 36 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 10 % 1 0 % 20 % ↓↘ ↙ ← 70 % ← 50 % ← 40 % ↙ 70 % 3% → 3% ↘ 13 % ↘ ↖10 % 41 % 4 1 % ↓↘41 %↘ ↗5% 5% 12th West 41 % 12th West 13 % 10 % 12th West 41 % 12th West 83 % Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 83 % Ac c e s s 2 41 % 41 % 41 % Ac c e s s 3 46 % 46 % 12th West Access 1 US-20 SB US-20 NB 83 % 6% 8 3 % 8 3 % 70 % 6% 13 % Un i v e r s i t y B l v d Un i v e r s i t y B l v d 50 % 50 % 40 % 50 % 70 % 7 0 % 70 % 50 % 70 % Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 83 % 19 % 46 % 83 % 95 % Tr i p D i s t r i b u t i o n ( P h a s e 2 ) Sh e e t # : TD - 3 En t e r i n g V e h i c l e s Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Ex t e r n a l p e r c e n t a g e s a r e r e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t ; R o u t i n g i s b a s e d o n f a s t e s t t r a v e l t i m e Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 19 % US-20 SB 20 % US-20 NB Un i v e r s i t y B l v d 83 % Un i v e r s i t y B l v d 13 % ATTACHMENT 8 Attachments - Page 37 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 20 % ↗ 60 % → 40 % → 10 % ↘ ↖↑ ↗ 6% 1 9 % 70 % ↖ 13 % ↑13 % ↖ 13 % ↙ 5% 5% 12th West 13 % 12th West 70 % 10 % 12th West 13 % 13 % 12th West 25 % Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 25 % Ac c e s s 2 13 % 13 % Ac c e s s 3 18 % 18 % 5% 25 % 12th West Access 1 US-20 SB US-20 NB 25 % 6% 6% Un i v e r s i t y B l v d 10 % Un i v e r s i t y B l v d 60 % 4 0 % 60 % 70 % 7 0 % 6 0 % 70 % 70 % 60 % 70 % Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 70 % 60 % 19 % 20 % 18 % 25 % 25 % Tr i p D i s t r i b u t i o n ( P h a s e 2 ) Sh e e t # : TD - 4 Ex i t i n g V e h i c l e s Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Ex t e r n a l p e r c e n t a g e s a r e r e f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t ; R o u t i n g i s b a s e d o n f a s t e s t t r a v e l t i m e Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 19 % US-20 SB US-20 NB 20 % Un i v e r s i t y B l v d Un i v e r s i t y B l v d 40 % ATTACHMENT 8 Attachments - Page 38 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 60 1 9 2 2 5 11 0 0 6 1 ↙↓ ↘ ↙↓ ↘ ↖ 21 0 ↖ 97 ← 34 7 ← 62 0 ← 51 0 ← 82 6 21 ↗↙ 57 ↙ 38 2 2 9 ↗ 91 → 36 4 → 22 2 → 34 4 → 6 ↘ 68 ↘ ↖↑ ↗ ↖↑ ↗ 50 1 6 4 8 77 1 3 8 3 82 ↓ ↑11 4 82 ↓ ↑11 4 19 6 12th West 19 6 12th West 45 0 46 1 12th West 19 6 11 4 12th West 19 6 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 11 4 Ac c e s s 2 82 Ac c e s s 3 82 11 4 12th West Access 1 US-20 SB 46 1 US-20 NB 19 6 57 5 45 7 61 4 97 8 9 8 4 62 0 11 8 36 4 Un i v e r s i t y B l v d 45 0 Un i v e r s i t y B l v d 12 7 6 90 3 92 3 16 5 0 17 5 7 98 4 9 1 0 62 0 89 2 11 7 5 29 0 36 4 28 3 13 5 3 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 98 4 37 3 30 4 24 7 17 1 12 7 19 6 19 6 11 5 0 20 2 3 T u r n i n g M o v e m e n t C o u n t s Sh e e t # : AM - 1 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S We d n e s d a y , M a r c h 2 9 , 2 0 2 3 Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 55 1 US-20 SB 17 1 US-20 NB 12 7 Un i v e r s i t y B l v d 82 Un i v e r s i t y B l v d 72 7 ATTACHMENT 8 Attachments - Page 39 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 62 2 0 2 3 3 11 4 0 6 3 ↙↓ ↘ ↙↓ ↘ ↖ 21 7 ↖ 10 0 ← 35 9 ← 64 1 ← 52 7 ← 85 4 22 ↗↙ 59 ↙ 39 5 3 0 ↗ 94 → 37 6 → 23 0 → 35 6 → 6 ↘ 70 ↘ ↖↑ ↗ ↖↑ ↗ 52 1 7 5 0 80 1 3 9 6 85 ↓ ↑11 8 85 ↓ ↑11 8 20 3 85 20 3 20 3 12th West 20 3 12th West 20 3 46 5 47 7 12th West 20 3 11 8 12th West 20 3 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 11 8 Ac c e s s 2 85 Ac c e s s 3 37 6 11 8 12th West Access 1 US-20 SB 47 7 US-20 NB Un i v e r s i t y B l v d 46 5 Un i v e r s i t y B l v d 13 2 0 93 4 95 5 17 0 6 75 2 18 1 7 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 10 1 8 38 6 31 4 25 5 17 7 13 1 AM - 2 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 3 T u r n i n g M o v e m e n t C o u n t s * S e a s o n a l A d j u s t m e n t F a c t o r ( + 3 . 4 % r e f e r e n c e d f r o m I T D A T R # 5 1 ) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 57 0 US-20 SB 17 7 US-20 NB 13 1 Un i v e r s i t y B l v d 85 Un i v e r s i t y B l v d 59 5 11 8 9 20 2 3 E x i s t i n g C o n d i t i o n s Sh e e t # : 10 1 8 9 4 1 64 1 92 3 12 1 5 30 0 37 6 29 3 13 9 9 47 3 63 5 10 1 1 1 0 1 8 64 1 12 2 ATTACHMENT 8 Attachments - Page 40 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 66 2 1 2 4 6 12 0 0 6 7 ↙↓ ↘ ↙↓ ↘ ↖ 22 9 ↖ 10 6 ← 37 9 ← 67 7 ← 55 7 ← 90 2 23 ↗↙ 62 ↙ 41 7 3 2 ↗ 99 → 39 7 → 24 2 → 37 6 → 7 ↘ 74 ↘ ↖↑ ↗ ↖↑ ↗ 55 1 7 5 2 84 1 4 1 8 90 ↓ ↑12 4 90 ↓ ↑12 4 21 4 12th West 21 4 12th West 49 1 50 3 12th West 21 4 12 4 12th West 21 4 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 12 4 Ac c e s s 2 90 Ac c e s s 3 90 12 4 12th West Access 1 US-20 SB 50 3 US-20 NB 21 4 62 8 49 9 67 0 10 6 8 1 0 7 4 67 7 12 9 39 7 Un i v e r s i t y B l v d 49 1 Un i v e r s i t y B l v d 13 9 3 98 6 10 0 8 18 0 1 19 1 8 10 7 4 9 9 4 67 7 97 4 12 8 3 31 7 39 7 30 9 14 7 7 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 10 7 4 40 7 33 2 27 0 18 7 13 9 21 4 21 4 12 5 6 20 2 4 N o B u i l d Sh e e t # : AM - 3 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 3 E x i s t i n g C o n d i t i o n s + 2 0 2 3 - 2 0 2 4 G r o w t h ( + 5 . 6 % r e f e r e n c e d f r o m R e x b u r g T r a n s C a d T D M ) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 60 2 US-20 SB 18 7 US-20 NB 13 9 Un i v e r s i t y B l v d 90 Un i v e r s i t y B l v d 79 4 ATTACHMENT 8 Attachments - Page 41 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 08 8 16 0 0 ↙↓ ↘ ↙↓ ↘ ↖ 0 ↖ 0 ↖ 0 ← 0 ← 57 ← 41 ← 33 0 ↗↙ 57 ↙ 00 ↗↙ 01 6 ↗↙ 0 2 → 0 → 49 → 33 → 2 ↘ 10 ↘ 8 ↘ 0 ↘ ↖↑ ↗ ↖ ↗ ↖↑ ↗ 51 6 0 05 7 80 0 06 7 ↓↘ ↖ 20 ↙ 4 ↑↗04 40 ↓↘ ↖ 0 ↙ 0 ↑↗40 8 4 12th West 8 4 12th West 67 8 8 12th West 8 4 4 12th West 88 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 67 20 Ac c e s s 2 25 96 71 4 Ac c e s s 3 4 20 12th West 57 Access 1 US-20 SB 8 US-20 NB 88 10 5 57 67 6 7 57 5 10 10 Un i v e r s i t y B l v d 8 Un i v e r s i t y B l v d 90 41 33 65 90 11 4 1 1 4 57 41 90 57 57 49 11 4 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 12 5 49 57 16 16 16 16 89698 Tr i p A s s i g n m e n t ( P h a s e 1 ) Sh e e t # : AM - 4 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Tr i p G e n e r a t i o n ( P h a s e 1 ) * T r i p D i s t r i b u t i o n Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 31 US-20 SB 16 US-20 NB 16 Un i v e r s i t y B l v d 67 Un i v e r s i t y B l v d 10 33 ATTACHMENT 8 Attachments - Page 42 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B -8 7 → 87 ↘ ↗87 -2 0 2 0 ↓↘ ↖ 27 ↙ 20 ↑↗ -2 7 2 7 0 12th West 12th West 12th West12th West Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 0 Ac c e s s 2 47 93 47 47 Ac c e s s 3 17 3 0 12th West Access 1 US-20 SB US-20 NB Un i v e r s i t y B l v d Un i v e r s i t y B l v d 87 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 87 Pa s s - B y T r i p A d j u s t m e n t ( P h a s e 1 ) Sh e e t # : AM - 5 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Pr o c e d u r e r e f e r e n c e d f r o m I T E T r i p G e n e r a t i o n H a n d b o o k , 3 r d E d i t i o n Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West US-20 SB US-20 NB ATTACHMENT 8 Attachments - Page 43 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 66 2 9 2 5 3 13 6 0 6 7 ↙↓ ↘ ↙↓ ↘ ↖ 22 9 ↖ 10 6 ← 37 9 ← 73 4 ← 59 8 ← 93 5 23 ↗↙ 11 9 ↙ 0 ↙ 41 7 4 8 ↗ 10 2 → 31 1 → 29 1 → 40 8 → 9 ↘ 97 ↘ 82 ↘ ↖↑ ↗ ↖ ↗ ↖↑ ↗ 59 3 3 5 2 01 4 4 92 1 4 1 8 70 8 7 ↓↘ ↖ 48 ↙ 24 ↑↗ 97 3 1 94 0 ↓↘ ↖ 0 ↙ 0 ↑↗ 12 9 0 22 2 12 9 12th West 22 2 12 9 12th West 12th West 22 2 94 12 9 12th West 30 2 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 15 7 14 5 Ac c e s s 2 71 18 9 11 8 94 22 2 35 7 Ac c e s s 3 94 30 2 24 1 49 9 51 1 73 4 13 4 40 8 40 8 14 5 12th West 14 4 Access 1 US-20 SB 51 1 US-20 NB 45 5 35 8 Un i v e r s i t y B l v d 15 7 Un i v e r s i t y B l v d 97 Un i v e r s i t y B l v d 49 9 Un i v e r s i t y B l v d 14 8 3 10 2 7 10 4 0 18 6 7 63 8 50 4 72 8 11 3 5 1 1 4 2 82 6 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 20 0 8 15 9 2 12 8 6 45 6 34 7 28 5 20 3 15 5 13 5 4 20 2 4 B u i l d ( P h a s e 1 C o m p l e t i o n ) Sh e e t # : AM - 6 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 4 N o B u i l d + T r i p A s s i g n m e n t ( P h a s e 1 ) + P a s s - B y T r i p A s s i g n m e n t ( P h a s e 1 C o m p l e t i o n ) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 63 3 US-20 SB 20 3 US-20 NB 15 5 73 4 11 8 9 1 1 0 8 73 4 10 1 5 13 7 3 37 4 ATTACHMENT 8 Attachments - Page 44 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 62 4 0 32 0 0 ↙↓ ↘ ↙↓ ↘ ↖ 0 ↖ 0 ← 48 ← 11 2 ← 80 ← 22 0 6 ↗↙ 64 ↙ 02 9 ↗ 45 → 10 4 → 89 → 60 → 2 ↘ 15 ↘ ↖↑ ↗ ↖↑ ↗ 22 2 6 6 35 0 0 90 ↓ ↑90 90 ↓ ↑90 18 0 12th West 18 0 12th West 15 35 12th West 18 0 90 12th West 18 0 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 90 Ac c e s s 2 90 Ac c e s s 3 90 90 12th West Access 1 US-20 SB 35 US-20 NB 18 0 10 9 56 11 2 22 3 2 1 6 11 2 53 11 1 Un i v e r s i t y B l v d 15 Un i v e r s i t y B l v d 34 4 25 5 22 0 28 0 34 4 21 6 2 1 6 11 2 80 16 9 10 4 10 4 89 21 6 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 21 6 89 30 28 32 29 18 0 18 0 28 5 Ba c k g r o u n d T r i p A s s i g n m e n t ( I r o n H o r s e ) Sh e e t # : AM - 7 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Re f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 58 US-20 SB 32 US-20 NB 29 Un i v e r s i t y B l v d 90 Un i v e r s i t y B l v d 60 ATTACHMENT 8 Attachments - Page 45 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 92 5 1 3 2 2 18 9 0 8 7 ↙↓ ↘ ↙↓ ↘ ↖ 30 1 ↖ 13 9 ← 54 5 ← ## # ← 81 0 ← ## # 36 ↗↙ 14 6 ↙ 54 7 7 1 ↗ 17 5 → 62 5 → 40 7 → 55 2 → 11 ↘ 11 2 ↘ ↖↑ ↗ ↖↑ ↗ 74 4 5 1 3 5 145 1 5 4 8 20 7 ↓ ↑25 3 20 7 ↓ ↑25 3 46 1 12th West 46 1 12th West 12th West 46 1 25 3 12th West 46 1 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 25 3 Ac c e s s 2 20 7 46 1 46 1 Ac c e s s 3 20 7 46 1 65 9 69 5 10 0 0 22 2 63 2 25 3 12th West Access 1 US-20 SB 69 5 US-20 NB 62 5 49 4 Un i v e r s i t y B l v d 20 7 Un i v e r s i t y B l v d Un i v e r s i t y B l v d 65 9 Un i v e r s i t y B l v d 21 7 1 15 4 8 15 4 1 26 4 2 93 2 71 0 99 1 16 2 3 1 6 2 5 11 0 1 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 28 5 9 21 5 3 16 2 5 62 3 46 5 38 2 27 7 21 1 19 3 1 20 2 9 N o B u i l d Sh e e t # : AM - 8 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 3 E x i s t i n g C o n d i t i o n s + 2 0 2 3 - 2 0 2 9 G r o w t h ( + 3 8 % r e f e r e n c e d f r o m R e x b u r g T r a n s C a d T D M ) + B a c k g r o u n d T r i p A s s i g n m e n t ( I r o n H o r s e) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 84 7 US-20 SB 27 7 US-20 NB 21 1 16 2 5 1 5 1 9 10 0 0 13 5 7 18 5 1 51 9 ATTACHMENT 8 Attachments - Page 46 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 01 4 1 4 29 0 0 ↙↓ ↘ ↙↓ ↘ ↖ 0 ↖ 0 ↖ 0 ← 0 ← 10 0 ← 72 ← 57 0 ↗↙ 10 0 ↙ 00 ↗↙ 01 7 ↗↙ 0 4 → 0 → 52 → 35 → 4 ↘ 18 ↘ 9 ↘ 0 ↘ ↖↑ ↗ ↖ ↗ ↖↑ ↗ 51 7 0 06 1 14 0 0 59 5 9 ↓↘ ↖ 11 ↙ 0 ↑↗ 11 0 05 9 ↓↘ ↖ 11 ↙ 4 ↑↗07 Tr i p A s s i g n m e n t ( P h a s e 2 ) Sh e e t # : AM - 9 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Tr i p G e n e r a t i o n ( P h a s e 2 ) * T r i p D i s t r i b u t i o n Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 44 US-20 SB 29 US-20 NB 17 27 17 29 17 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 52 35 10 0 16 1 1 6 1 10 0 72 12 4 61 61 52 12 4 16 1 Un i v e r s i t y B l v d 11 8 Un i v e r s i t y B l v d 18 Un i v e r s i t y B l v d 9 Un i v e r s i t y B l v d 12 4 72 57 92 14 5 10 0 11 8 1 1 8 10 0 9 18 18 22 12th West 61 Access 1 US-20 SB 14 US-20 NB 14 0 79 9 14 12th West 70 59 11 12th West 14 0 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 11 8 22 Ac c e s s 2 11 70 59 59 Ac c e s s 3 15 81 66 4 11 12th West 70 7 12th West 12 17 9 81 14 0 15 8 ATTACHMENT 8 Attachments - Page 47 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 92 7 3 3 4 3 23 4 0 8 7 ↙↓ ↘ ↙↓ ↘ ↖ 30 1 ↖ 13 9 ← 54 5 ← ## # ← 92 2 ← ## # 36 ↗↙ 30 3 ↙ 0 ↙ 54 7 1 0 4 ↗ 18 2 → 53 8 → 50 8 → 62 0 → 17 ↘ 11 5 ↘ 12 9 ↘ ↖↑ ↗ ↖ ↗ ↖↑ ↗ 84 7 7 1 3 5 02 0 5 168 1 5 4 8 24 7 1 4 6 ↓↘ ↖ 58 ↙ 24 ↑↗ 23 7 3 1 21 1 5 9 ↓↘ ↖ 11 ↙ 4 ↑↗ 25 7 7 48 0 26 8 12th West 53 9 26 4 12th West 12th West 53 9 27 0 26 8 12th West 68 8 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 39 3 29 5 Ac c e s s 2 82 25 9 17 7 27 0 55 0 74 3 Ac c e s s 3 15 81 66 21 6 68 8 31 9 67 6 71 7 11 5 7 23 5 65 3 66 0 29 5 12th West 20 5 Access 1 US-20 SB 71 7 US-20 NB 74 3 59 5 Un i v e r s i t y B l v d 39 3 Un i v e r s i t y B l v d 11 5 Un i v e r s i t y B l v d 67 6 Un i v e r s i t y B l v d 23 8 4 16 6 0 16 3 1 27 9 9 95 6 72 0 11 4 8 18 0 8 1 8 1 0 11 6 8 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 30 7 3 24 2 8 20 1 5 72 4 50 8 41 4 32 2 24 5 21 8 7 20 2 9 B u i l d ( P h a s e 2 C o m p l e t i o n ) Sh e e t # : AM - 1 0 AM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 9 N o B u i l d + T r i p A s s i g n m e n t ( P h a s e 1 ) + P a s s - B y T r i p A s s i g n m e n t ( P h a s e 1 ) + T r i p A s s i g n m e n t ( P h a s e 2 ) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 92 2 US-20 SB 32 2 US-20 NB 24 5 11 5 7 19 0 0 1 7 9 4 11 5 7 14 6 9 20 6 5 63 7 ATTACHMENT 8 Attachments - Page 48 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 9 2 8 1 5 9 50 1 8 1 ↙↓ ↘ ↙↓ ↘ ↖ 23 3 ↖ 11 8 ← 38 ← 38 3 ← 33 3 ← 66 8 13 ↗↙ 76 ↙ 42 4 5 5 ↗ 58 → 29 6 → 26 5 → 32 3 → 2 ↘ 63 ↘ ↖↑ ↗ ↖↑ ↗ 21 0 7 9 122 1 4 8 5 10 6 ↓ ↑91 10 6 ↓ ↑91 19 7 12th West 19 7 12th West 48 8 60 8 12th West 19 7 91 12th West 19 7 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 91 Ac c e s s 2 10 6 Ac c e s s 3 10 6 91 12th West Access 1 US-20 SB 60 8 US-20 NB 19 7 12 2 49 34 7 64 3 6 7 9 38 3 73 29 6 Un i v e r s i t y B l v d 48 8 Un i v e r s i t y B l v d 11 6 8 79 0 78 6 15 9 4 17 7 2 67 9 7 1 1 38 3 75 7 11 0 3 32 8 29 6 34 6 12 1 7 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 67 9 37 8 19 6 25 6 13 2 17 4 19 7 19 7 70 7 20 2 3 T u r n i n g M o v e m e n t C o u n t s Sh e e t # : PM - 1 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S We d n e s d a y , M a r c h 2 9 , 2 0 2 3 Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 45 2 US-20 SB 13 2 US-20 NB 17 4 Un i v e r s i t y B l v d 10 6 Un i v e r s i t y B l v d 80 8 ATTACHMENT 8 Attachments - Page 49 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 9 2 9 1 6 4 52 1 8 4 ↙↓ ↘ ↙↓ ↘ ↖ 24 1 ↖ 12 2 ← 39 ← 39 6 ← 34 4 ← 69 1 13 ↗↙ 79 ↙ 43 9 5 7 ↗ 60 → 30 6 → 27 4 → 33 4 → 2 ↘ 65 ↘ ↖↑ ↗ ↖↑ ↗ 21 0 8 2 126 1 5 0 2 11 0 ↓ ↑94 11 0 ↓ ↑94 20 4 12th West 20 4 12th West 12th West 20 4 94 12th West 20 4 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 94 Ac c e s s 2 11 0 20 4 20 4 Ac c e s s 3 11 0 94 12th West Access 1 US-20 SB Un i v e r s i t y B l v d 62 9 US-20 NB 20 4 50 5 62 9 Un i v e r s i t y B l v d 11 0 Un i v e r s i t y B l v d Un i v e r s i t y B l v d 50 5 11 4 1 30 6 35 8 12 6 51 35 9 66 5 75 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 18 3 3 12 5 9 70 2 33 9 39 1 20 3 26 5 13 7 18 0 70 2 39 6 30 6 73 1 70 2 7 3 5 39 6 12 0 8 81 7 81 3 16 4 9 83 6 20 2 3 E x i s t i n g C o n d i t i o n s Sh e e t # : PM - 2 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 3 T u r n i n g M o v e m e n t C o u n t s * S e a s o n a l A d j u s t m e n t F a c t o r ( + 3 . 4 % r e f e r e n c e d f r o m I T D A T R # 5 1 ) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 78 3 12th West 46 7 US-20 SB 13 7 US-20 NB 18 0 ATTACHMENT 8 Attachments - Page 50 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 10 3 1 1 7 4 55 1 8 8 ↙↓ ↘ ↙↓ ↘ ↖ 25 4 ↖ 12 9 ← 41 ← 41 8 ← 36 4 ← 72 9 14 ↗↙ 83 ↙ 46 3 6 0 ↗ 63 → 32 3 → 28 9 → 35 3 → 2 ↘ 69 ↘ ↖↑ ↗ ↖↑ ↗ 21 1 8 6 133 1 5 3 0 11 6 ↓ ↑99 11 6 ↓ ↑99 21 5 12th West 21 5 12th West 12th West 21 5 99 12th West 21 5 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 99 Ac c e s s 2 11 6 21 5 21 5 Ac c e s s 3 11 6 21 5 53 3 66 4 41 8 80 32 3 99 12th West Access 1 US-20 SB 66 4 US-20 NB 32 3 37 8 Un i v e r s i t y B l v d 11 6 Un i v e r s i t y B l v d Un i v e r s i t y B l v d 53 3 Un i v e r s i t y B l v d 12 7 5 86 3 85 8 17 4 0 13 3 53 37 9 70 2 7 4 1 88 2 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 19 3 5 13 2 9 74 1 41 3 21 4 28 0 14 4 19 0 77 2 20 2 4 N o B u i l d Sh e e t # : PM - 3 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 3 E x i s t i n g C o n d i t i o n s + 2 0 2 3 - 2 0 2 4 G r o w t h ( + 5 . 6 % r e f e r e n c e d f r o m R e x b u r g T r a n s C a d T D M ) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 49 3 US-20 SB 14 4 US-20 NB 19 0 74 1 7 7 6 41 8 82 6 12 0 4 35 8 ATTACHMENT 8 Attachments - Page 51 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 09 9 18 0 0 ↙↓ ↘ ↙↓ ↘ ↖ 0 ↖ 0 ↖ 0 ← 0 ← 64 ← 46 ← 36 0 ↗↙ 64 ↙ 00 ↗↙ 01 8 ↗↙ 0 3 → 0 → 55 → 36 → 3 ↘ 11 ↘ 9 ↘ 0 ↘ ↖↑ ↗ ↖ ↗ ↖↑ ↗ 51 7 0 06 4 90 0 07 5 ↓↘ ↖ 23 ↙ 5 ↑↗05 50 ↓↘ ↖ 0 ↙ 0 ↑↗50 9 5 12th West 9 5 12th West 12th West 9 5 5 12th West 98 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 75 23 Ac c e s s 2 27 10 7 80 5 910 7 Ac c e s s 3 5 98 75 9 9 64 5 11 11 23 12th West 64 Access 1 US-20 SB 9 US-20 NB 64 55 Un i v e r s i t y B l v d 75 Un i v e r s i t y B l v d 11 Un i v e r s i t y B l v d 9 Un i v e r s i t y B l v d 10 0 46 36 73 11 5 64 75 7 5 36 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 10 0 12 8 13 9 55 17 17 18 18 10 9 Tr i p A s s i g n m e n t ( P h a s e 1 ) Sh e e t # : PM - 4 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Tr i p G e n e r a t i o n ( P h a s e 1 ) * T r i p D i s t r i b u t i o n Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 35 US-20 SB 18 US-20 NB 18 64 12 8 1 2 8 64 46 10 0 64 ATTACHMENT 8 Attachments - Page 52 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B -7 0 → 70 ↘ ↗70 -2 5 2 5 ↓↘ ↖ 21 ↙ 25 ↑↗ -2 1 2 1 0 12th West 12th West 12th West12th West Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 0 Ac c e s s 2 46 93 46 46 Ac c e s s 3 13 9 0 12th West Access 1 US-20 SB US-20 NB Un i v e r s i t y B l v d Un i v e r s i t y B l v d 70 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 70 Pa s s - B y T r i p A d j u s t m e n t ( P h a s e 1 ) Sh e e t # : PM - 5 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Pr o c e d u r e r e f e r e n c e d f r o m I T E T r i p G e n e r a t i o n H a n d b o o k , 3 r d E d i t i o n Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West US-20 SB US-20 NB ATTACHMENT 8 Attachments - Page 53 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 10 3 9 1 8 2 73 1 8 8 ↙↓ ↘ ↙↓ ↘ ↖ 25 4 ↖ 12 9 ← 41 ← 48 2 ← 40 9 ← 76 6 14 ↗↙ 14 7 ↙ 0 ↙ 46 3 7 8 ↗ 66 → 25 4 → 34 4 → 38 9 → 5 ↘ 81 ↘ 78 ↘ ↖↑ ↗ ↖ ↗ ↖↑ ↗ 82 8 8 6 01 3 3 142 1 5 3 0 91 1 0 0 ↓↘ ↖ 44 ↙ 29 ↑↗ 78 2 6 12 0 0 ↓↘ ↖ 0 ↙ 0 ↑↗ 10 4 0 22 4 10 4 12th West 22 4 10 4 12th West 12th West 22 4 12 0 10 4 12th West 31 3 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 19 1 12 2 Ac c e s s 2 74 20 0 12 6 12 0 22 4 36 8 Ac c e s s 3 12 0 31 3 21 4 54 2 67 3 48 2 85 33 5 33 5 12 2 12th West 13 3 Access 1 US-20 SB 67 3 US-20 NB 38 7 43 2 Un i v e r s i t y B l v d 19 1 Un i v e r s i t y B l v d 81 Un i v e r s i t y B l v d 54 2 Un i v e r s i t y B l v d 13 7 5 90 8 89 5 18 1 3 14 4 59 44 3 77 7 8 1 6 91 9 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 20 3 5 14 5 6 95 0 46 7 23 1 29 7 16 2 20 8 88 1 20 2 4 B u i l d ( P h a s e 1 C o m p l e t i o n ) Sh e e t # : PM - 6 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 4 N o B u i l d + T r i p A s s i g n m e n t ( P h a s e 1 ) + P a s s - B y T r i p A s s i g n m e n t ( P h a s e 1 C o m p l e t i o n ) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 52 8 US-20 SB 16 2 US-20 NB 20 8 48 2 86 9 9 0 4 48 2 87 2 13 0 4 42 2 ATTACHMENT 8 Attachments - Page 54 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 52 5 13 ↙↓ ↙ ↖ 38 ← 54 ← 91 ← 78 ← 76 5 ↗↙ 77 26 ↗ 38 → 15 2 → 13 9 → 95 → 1 ↘ 13 ↘ ↖↑ ↗ ↖ 11 9 5 1 26 10 3 ↓ ↑71 10 3 ↓ ↑71 17 4 12th West 17 4 12th West 13 26 12th West 17 4 71 12th West 17 4 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 71 Ac c e s s 2 10 3 Ac c e s s 3 10 3 71 12th West Access 1 US-20 SB US-20 NB 17 4 10 4 60 16 9 25 8 2 4 3 91 44 89 Un i v e r s i t y B l v d 13 Un i v e r s i t y B l v d 22 3 10 2 17 1 22 3 24 3 2 4 3 91 21 7 15 2 15 2 13 9 24 3 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 24 3 12 1 30 62 26 17 4 17 4 31 4 Ba c k g r o u n d T r i p A s s i g n m e n t ( I r o n H o r s e ) Sh e e t # : PM - 7 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Re f e r e n c e d f r o m I r o n H o r s e T I S R e p o r t Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 92 US-20 SB 13 US-20 NB 26 Un i v e r s i t y B l v d 10 3 Un i v e r s i t y B l v d 95 ATTACHMENT 8 Attachments - Page 55 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 18 6 5 2 2 8 85 1 1 1 6 ↙↓ ↘ ↙↓ ↘ ↖ 37 2 ↖ 16 9 ← 10 8 ← 63 9 ← 55 5 ← ## # 24 ↗↙ 18 6 ↙ 60 7 1 0 5 ↗ 12 1 → 57 6 → 51 8 → 55 7 → 4 ↘ 10 3 ↘ ↖↑ ↗ ↖↑ ↗ 4 3 3 1 6 4 201 1 6 9 4 25 5 ↓ ↑20 1 25 5 ↓ ↑20 1 45 6 12th West 45 6 12th West 12th West 45 6 20 1 12th West 45 6 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 20 1 Ac c e s s 2 25 5 45 6 45 6 Ac c e s s 3 25 5 45 6 71 2 89 6 63 9 14 9 51 3 20 1 12th West Access 1 US-20 SB 89 6 US-20 NB 57 6 63 4 Un i v e r s i t y B l v d 25 5 Un i v e r s i t y B l v d Un i v e r s i t y B l v d 71 2 Un i v e r s i t y B l v d 18 9 5 12 3 3 12 0 1 24 5 3 27 9 13 0 66 6 11 7 9 1 2 1 5 12 5 2 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 27 6 0 19 8 5 12 1 5 66 2 31 1 42 8 20 2 27 5 13 2 6 20 2 9 N o B u i l d Sh e e t # : PM - 8 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 3 E x i s t i n g C o n d i t i o n s + 2 0 2 3 - 2 0 2 9 G r o w t h ( + 3 8 % r e f e r e n c e d f r o m R e x b u r g T r a n s C a d T D M ) + B a c k g r o u n d T r i p A s s i g n m e n t ( I r o n H o r s e) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 73 9 US-20 SB 20 2 US-20 NB 27 5 12 1 5 1 2 6 1 63 9 11 6 2 17 9 6 62 2 ATTACHMENT 8 Attachments - Page 56 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 03 7 3 7 77 0 0 ↙↓ ↘ ↙↓ ↘ ↖ 0 ↖ 0 ↖ 0 ← 0 ← 27 0 ← 19 3 ← 15 4 0 ↗↙ 27 0 ↙ 00 ↗↙ 08 4 ↗↙ 0 12 → 0 → 25 1 → 16 7 → 12 ↘ 48 ↘ 42 ↘ 0 ↘ ↖↑ ↗ ↖ ↗ ↖↑ ↗ 25 7 9 0 02 9 3 39 0 0 15 9 1 5 9 ↓↘ ↖ 52 ↙ 0 ↑↗ 52 0 0 1 5 9 ↓↘ ↖ 52 ↙ 21 ↑↗01 9 40 52 12th West 21 1 19 12th West 12th West 21 1 15 9 52 12th West 42 3 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 31 8 10 5 Ac c e s s 2 52 21 1 15 9 15 9 25 2 42 3 Ac c e s s 3 73 25 2 17 9 21 42 3 34 1 42 39 27 0 23 48 48 10 5 12th West 29 3 Access 1 US-20 SB 39 US-20 NB 29 3 25 1 Un i v e r s i t y B l v d 31 8 Un i v e r s i t y B l v d 48 Un i v e r s i t y B l v d 42 Un i v e r s i t y B l v d 44 4 19 3 15 4 32 2 48 25 27 0 31 8 3 1 8 16 7 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 44 4 56 3 61 1 25 1 73 79 77 84 47 1 Tr i p A s s i g n m e n t ( P h a s e 2 ) Sh e e t # : PM - 9 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S Tr i p G e n e r a t i o n ( P h a s e 2 ) * T r i p D i s t r i b u t i o n Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 15 3 US-20 SB 77 US-20 NB 84 27 0 56 3 5 6 3 27 0 19 3 44 4 29 3 ATTACHMENT 8 Attachments - Page 57 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B 18 1 1 0 2 7 3 18 0 1 1 1 6 ↙↓ ↘ ↙↓ ↘ ↖ 37 2 ↖ 16 9 ← 10 8 ← 97 3 ← 79 3 ← ## # 24 ↗↙ 52 0 ↙ 0 ↙ 60 7 2 0 7 ↗ 13 5 → 50 6 → 82 4 → 76 1 → 18 ↘ 12 9 ↘ 15 4 ↘ ↖↑ ↗ ↖ ↗ ↖↑ ↗ 34 1 3 0 1 6 4 04 2 6 248 1 6 9 4 38 9 2 5 9 ↓↘ ↖ 96 ↙ 29 ↑↗ 23 2 2 6 25 9 1 5 9 ↓↘ ↖ 52 ↙ 21 ↑↗ 20 6 1 9 50 5 25 8 12th West 67 7 22 5 12th West 12th West 67 7 41 9 25 8 12th West 97 7 Re x b u r g G o o d - 2 - G o D e v e l o p m e n t 64 8 32 9 Ac c e s s 2 12 6 41 1 28 5 41 9 71 7 10 3 2 Ac c e s s 3 73 25 2 17 9 28 0 97 7 55 5 76 3 94 4 97 3 17 7 63 5 57 2 32 9 12th West 42 6 Access 1 US-20 SB 94 4 US-20 NB 93 2 94 0 Un i v e r s i t y B l v d 64 8 Un i v e r s i t y B l v d 12 9 Un i v e r s i t y B l v d 76 3 Un i v e r s i t y B l v d 24 3 9 14 7 1 13 9 2 28 4 7 33 8 16 1 10 0 0 15 7 2 1 6 0 9 14 5 5 Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d Un i v e r s i t y B l v d 33 0 4 26 7 6 20 3 5 96 8 40 1 52 5 29 7 37 7 19 0 7 20 2 9 B u i l d ( P h a s e 2 C o m p l e t i o n ) Sh e e t # : PM - 1 0 PM P e a k H o u r Pr o j e c t : R e x b u r g G o o d - 2 - G o T I S 20 2 9 N o B u i l d + T r i p A s s i g n m e n t ( P h a s e 1 ) + P a s s - B y T r i p A s s i g n m e n t ( P h a s e 1 ) + T r i p A s s i g n m e n t ( P h a s e 2 ) Pr i n t D a t e : 6 / 1 2 / 2 0 2 3 12th West 92 6 US-20 SB 29 7 US-20 NB 37 7 97 3 19 0 5 1 9 5 1 97 3 14 0 0 23 4 0 97 8 ATTACHMENT 8 Attachments - Page 58 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A1: AM 2023 Existing Conditions 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 22 94 6 59 359 217 52 17 50 233 20 62 Future Volume (vph) 22 94 6 59 359 217 52 17 50 233 20 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.99 0.98 0.99 0.97 0.99 0.98 Frt 0.991 0.944 0.850 0.887 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1641 3317 0 1656 3257 0 1752 1827 1553 1752 1605 0 Flt Permitted 0.235 0.591 0.833 0.408 Satd. Flow (perm) 404 3317 0 1019 3257 0 1519 1827 1514 743 1605 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 8 156 164 90 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 10% 8% 3% 9% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 32 136 9 86 520 314 75 25 72 338 29 90 Shared Lane Traffic (%) Lane Group Flow (vph) 32 145 0 86 834 0 75 25 72 338 119 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 15.0 27.0 15.0 27.0 15.0 23.0 23.0 15.0 23.0 Total Split (%) 18.8% 33.8% 18.8% 33.8% 18.8% 28.8% 28.8% 18.8% 28.8% Maximum Green (s) 10.0 22.0 10.0 22.0 10.0 18.0 18.0 10.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 19.5 16.1 21.7 19.1 12.6 8.3 8.3 16.6 11.6 Actuated g/C Ratio 0.37 0.31 0.42 0.37 0.24 0.16 0.16 0.32 0.22 v/c Ratio 0.10 0.14 0.17 0.65 0.19 0.09 0.19 0.76 0.28 ATTACHMENT 9 Attachments - Page 59 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A1: AM 2023 Existing Conditions 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 11.4 17.7 11.2 16.6 14.7 24.7 1.1 30.3 11.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.4 17.7 11.2 16.6 14.7 24.7 1.1 30.3 11.3 LOS BB BB BCACB Approach Delay 16.5 16.1 10.5 25.4 Approach LOS B B B C Stops (vph) 13 64 32 352 35 15 0 156 25 Fuel Used(gal) 0 1 1 6 10051 CO Emissions (g/hr) 16 81 40 453 56 25 9 342 66 NOx Emissions (g/hr) 3 16 8 88 11 5 2 66 13 VOC Emissions (g/hr) 4 19 9 105 13 6 2 79 15 Dilemma Vehicles (#) 0 0 0 49 01006 Queue Length 50th (ft) 6 19 16 79 13 7 0 69 7 Queue Length 95th (ft) 18 37 37 150 34 22 0 129 30 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 432 1588 568 1636 519 713 691 462 683 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.07 0.09 0.15 0.51 0.14 0.04 0.10 0.73 0.17 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 52.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 18.1 Intersection LOS: B Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 60 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A2: AM 2024 No Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 99 7 62 379 229 55 17 52 246 21 66 Future Volume (vph) 23 99 7 62 379 229 55 17 52 246 21 66 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.99 0.98 0.99 0.97 0.99 0.98 Frt 0.990 0.943 0.850 0.886 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1641 3314 0 1656 3253 0 1752 1827 1553 1752 1603 0 Flt Permitted 0.250 0.540 0.676 0.442 Satd. Flow (perm) 430 3314 0 931 3253 0 1233 1827 1514 805 1603 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 9 156 164 96 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 10% 8% 3% 9% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 33 143 10 90 549 332 80 25 75 357 30 96 Shared Lane Traffic (%) Lane Group Flow (vph) 33 153 0 90 881 0 80 25 75 357 126 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 15.0 27.0 15.0 27.0 15.0 23.0 23.0 15.0 23.0 Total Split (%) 18.8% 33.8% 18.8% 33.8% 18.8% 28.8% 28.8% 18.8% 28.8% Maximum Green (s) 10.0 22.0 10.0 22.0 10.0 18.0 18.0 10.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 18.5 13.7 22.1 19.4 14.0 8.2 8.2 19.0 13.8 Actuated g/C Ratio 0.34 0.25 0.40 0.35 0.26 0.15 0.15 0.35 0.25 v/c Ratio 0.11 0.18 0.19 0.71 0.21 0.09 0.20 0.77 0.27 ATTACHMENT 9 Attachments - Page 61 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A2: AM 2024 No Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 11.6 19.2 11.7 18.8 14.6 24.8 1.3 31.1 10.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.6 19.2 11.7 18.8 14.6 24.8 1.3 31.1 10.9 LOS BB BB BCACB Approach Delay 17.9 18.1 10.5 25.8 Approach LOS B B B C Stops (vph) 15 71 33 386 36 15 0 162 27 Fuel Used(gal) 0 1 1 7 10051 CO Emissions (g/hr) 17 89 42 505 59 25 9 361 70 NOx Emissions (g/hr) 3 17 8 98 11 5 2 70 14 VOC Emissions (g/hr) 4 21 10 117 14 6 2 84 16 Dilemma Vehicles (#) 0 0 0 49 01006 Queue Length 50th (ft) 6 20 17 86 14 7 0 75 8 Queue Length 95th (ft) 18 38 38 162 36 22 0 136 31 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 409 1472 526 1527 493 661 653 474 658 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.08 0.10 0.17 0.58 0.16 0.04 0.11 0.75 0.19 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 54.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 19.4 Intersection LOS: B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 62 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A3: AM 2024 Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 102 9 119 379 229 59 33 52 253 29 66 Future Volume (vph) 23 102 9 119 379 229 59 33 52 253 29 66 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 1.00 0.99 0.98 0.99 0.97 0.99 0.98 Frt 0.988 0.943 0.850 0.896 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1641 3308 0 1656 3253 0 1752 1827 1553 1752 1624 0 Flt Permitted 0.258 0.504 0.669 0.442 Satd. Flow (perm) 444 3308 0 869 3253 0 1221 1827 1514 805 1624 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 11 156 164 96 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 10% 8% 3% 9% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 33 148 13 172 549 332 86 48 75 367 42 96 Shared Lane Traffic (%) Lane Group Flow (vph) 33 161 0 172 881 0 86 48 75 367 138 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 15.0 27.0 15.0 27.0 15.0 23.0 23.0 15.0 23.0 Total Split (%) 18.8% 33.8% 18.8% 33.8% 18.8% 28.8% 28.8% 18.8% 28.8% Maximum Green (s) 10.0 22.0 10.0 22.0 10.0 18.0 18.0 10.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 18.2 13.4 23.1 20.0 14.5 8.7 8.7 19.4 14.2 Actuated g/C Ratio 0.32 0.24 0.41 0.36 0.26 0.16 0.16 0.35 0.25 v/c Ratio 0.11 0.20 0.35 0.70 0.22 0.17 0.20 0.80 0.29 ATTACHMENT 9 Attachments - Page 63 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A3: AM 2024 Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 11.9 20.0 13.5 18.8 14.8 25.5 1.2 33.3 11.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.9 20.0 13.5 18.8 14.8 25.5 1.2 33.3 11.9 LOS BC BB BCACB Approach Delay 18.6 17.9 12.4 27.5 Approach LOS B B B C Stops (vph) 15 76 65 384 38 28 0 167 32 Fuel Used(gal) 0 1 1 7 11051 CO Emissions (g/hr) 17 95 84 503 62 47 9 379 80 NOx Emissions (g/hr) 3 18 16 98 12 9 2 74 16 VOC Emissions (g/hr) 4 22 20 117 14 11 2 88 19 Dilemma Vehicles (#) 0 0 0 44 02006 Queue Length 50th (ft) 6 22 34 89 16 14 0 83 11 Queue Length 95th (ft) 18 40 65 162 38 34 0 140 36 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 399 1436 513 1494 489 646 641 468 655 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.08 0.11 0.34 0.59 0.18 0.07 0.12 0.78 0.21 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 56.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 19.8 Intersection LOS: B Intersection Capacity Utilization 48.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 64 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A4: AM 2029 No Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 175 11 146 545 301 74 45 135 322 51 92 Future Volume (vph) 36 175 11 146 545 301 74 45 135 322 51 92 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.99 0.98 0.98 0.97 0.98 0.98 Frt 0.991 0.947 0.850 0.904 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1641 3315 0 1656 3254 0 1752 1827 1553 1752 1632 0 Flt Permitted 0.126 0.527 0.628 0.490 Satd. Flow (perm) 218 3315 0 906 3254 0 1140 1827 1501 888 1632 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 6 98 196 70 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 10% 8% 3% 9% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 52 254 16 212 790 436 107 65 196 467 74 133 Shared Lane Traffic (%) Lane Group Flow (vph) 52 270 0 212 1226 0 107 65 196 467 207 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 15.0 56.0 17.0 58.0 15.0 23.0 23.0 34.0 42.0 Total Split (%) 11.5% 43.1% 13.1% 44.6% 11.5% 17.7% 17.7% 26.2% 32.3% Maximum Green (s) 10.0 51.0 12.0 53.0 10.0 18.0 18.0 29.0 37.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None C-Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 65.1 57.7 74.6 64.8 20.4 10.8 10.8 44.9 30.4 Actuated g/C Ratio 0.50 0.44 0.57 0.50 0.16 0.08 0.08 0.35 0.23 v/c Ratio 0.28 0.18 0.36 0.73 0.48 0.43 0.64 0.93 0.48 ATTACHMENT 9 Attachments - Page 65 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A4: AM 2029 No Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 17.8 23.0 12.6 22.3 38.4 63.9 17.3 65.1 31.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.8 23.0 12.6 22.3 38.4 63.9 17.3 65.1 31.0 LOS BC BC DEBEC Approach Delay 22.2 20.9 31.7 54.6 Approach LOS CCCD Stops (vph) 18 110 67 491 62 41 18 266 80 Fuel Used(gal) 0 2 1 10 2 1 1 10 3 CO Emissions (g/hr) 28 163 95 720 118 92 73 686 194 NOx Emissions (g/hr) 5 32 18 140 23 18 14 133 38 VOC Emissions (g/hr) 6 38 22 167 27 21 17 159 45 Dilemma Vehicles (#) 0 0 0 26 02005 Queue Length 50th (ft) 19 72 88 310 62 53 0 344 99 Queue Length 95th (ft) 32 81 106 288 74 72 17 304 108 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 222 1474 594 1671 232 252 376 505 514 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.23 0.18 0.36 0.73 0.46 0.26 0.52 0.92 0.40 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 4:EBTL, Start of Green, Master Intersection Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 30.6 Intersection LOS: C Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 66 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A5: AM 2029 Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 182 17 303 545 301 84 77 135 343 73 92 Future Volume (vph) 36 182 17 303 545 301 84 77 135 343 73 92 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.99 0.98 0.98 0.97 0.99 0.98 Frt 0.987 0.947 0.850 0.917 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1641 3303 0 1656 3254 0 1752 1827 1553 1752 1660 0 Flt Permitted 0.118 0.498 0.610 0.395 Satd. Flow (perm) 204 3303 0 857 3254 0 1108 1827 1501 718 1660 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 9 98 196 49 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 10% 8% 3% 9% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 52 264 25 439 790 436 122 112 196 497 106 133 Shared Lane Traffic (%) Lane Group Flow (vph) 52 289 0 439 1226 0 122 112 196 497 239 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 15.0 56.0 17.0 58.0 15.0 23.0 23.0 34.0 42.0 Total Split (%) 11.5% 43.1% 13.1% 44.6% 11.5% 17.7% 17.7% 26.2% 32.3% Maximum Green (s) 10.0 51.0 12.0 53.0 10.0 18.0 18.0 29.0 37.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None C-Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 57.7 50.2 70.8 61.0 22.8 13.2 13.2 48.7 34.1 Actuated g/C Ratio 0.44 0.39 0.54 0.47 0.18 0.10 0.10 0.37 0.26 v/c Ratio 0.30 0.23 0.78 0.78 0.50 0.61 0.60 0.97 0.51 ATTACHMENT 9 Attachments - Page 67 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A5: AM 2029 Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 19.9 26.6 27.4 26.2 37.2 69.0 14.9 70.7 36.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.9 26.6 27.4 26.2 37.2 69.0 14.9 70.7 36.0 LOS B C C C D E B E D Approach Delay 25.5 26.5 35.3 59.4 Approach LOS C C D E Stops (vph) 19 126 192 528 70 72 18 264 110 Fuel Used(gal) 0 3 4 11 2 2 1 11 4 CO Emissions (g/hr) 29 186 288 786 133 165 69 737 255 NOx Emissions (g/hr) 6 36 56 153 26 32 13 143 50 VOC Emissions (g/hr) 7 43 67 182 31 38 16 171 59 Dilemma Vehicles (#) 0 0 0 30 03005 Queue Length 50th (ft) 19 82 212 326 70 92 0 368 139 Queue Length 95th (ft) 32 85 217 307 82 113 17 327 146 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 205 1317 566 1578 248 252 376 510 507 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.25 0.22 0.78 0.78 0.49 0.44 0.52 0.97 0.47 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 4:EBTL, Start of Green, Master Intersection Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 35.2 Intersection LOS: D Intersection Capacity Utilization 74.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 68 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A6: AM 2029 Build MITIGATION 1: 12th W & University Blvd Print Date: 06/23/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY MITIGATION.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 182 17 303 545 301 84 77 135 343 73 92 Future Volume (vph) 36 182 17 303 545 301 84 77 135 343 73 92 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 2 0 1 0 2 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 1.00 0.95 0.95 0.97 0.95 0.95 Ped Bike Factor 1.00 0.98 0.99 0.99 0.98 0.98 0.99 Frt 0.987 0.947 0.905 0.917 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1641 3305 0 3213 3288 0 1752 3088 0 3400 3166 0 Flt Permitted 0.339 0.950 0.603 0.950 Satd. Flow (perm) 586 3305 0 3159 3288 0 1100 3088 0 3344 3166 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 10 123 196 133 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 Heavy Vehicles (%) 10% 8% 3% 9% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 52 264 25 439 790 436 122 112 196 497 106 133 Shared Lane Traffic (%) Lane Group Flow (vph) 52 289 0 439 1226 0 122 308 0 497 239 0 Turn Type pm+pt NA Prot NA pm+pt NA Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 15.0 23.0 Total Split (s) 15.0 26.0 23.0 34.0 15.0 23.0 18.0 26.0 Total Split (%) 16.7% 28.9% 25.6% 37.8% 16.7% 25.6% 20.0% 28.9% Maximum Green (s) 10.0 21.0 18.0 29.0 10.0 18.0 13.0 21.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lag Lead Lead Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 Act Effct Green (s) 18.2 11.8 19.0 29.5 17.8 9.3 13.2 16.6 Actuated g/C Ratio 0.25 0.16 0.26 0.40 0.24 0.13 0.18 0.23 v/c Ratio 0.22 0.54 0.53 0.88 0.36 0.55 0.82 0.29 ATTACHMENT 9 Attachments - Page 69 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A6: AM 2029 Build MITIGATION 1: 12th W & University Blvd Print Date: 06/23/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY MITIGATION.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 16.4 32.1 27.5 29.9 20.2 15.8 43.8 13.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.4 32.1 27.5 29.9 20.2 15.8 43.8 13.7 LOS BC CC CB DB Approach Delay 29.7 29.3 17.0 34.1 Approach LOS C C B C Stops (vph) 25 165 246 612 59 72 286 62 Fuel Used(gal) 0 3 5 13 1 2 9 2 CO Emissions (g/hr) 29 212 317 875 101 158 630 151 NOx Emissions (g/hr) 6 41 62 170 20 31 122 29 VOC Emissions (g/hr) 7 49 73 203 23 37 146 35 Dilemma Vehicles (#) 0 0 0 54 0 12 0 9 Queue Length 50th (ft) 11 65 85 263 40 26 119 23 Queue Length 95th (ft) 26 80 119 277 58 35 145 33 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 200 Base Capacity (vph) 320 964 885 1389 380 914 609 1036 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.16 0.30 0.50 0.88 0.32 0.34 0.82 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 73.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 28.8 Intersection LOS: C Intersection Capacity Utilization 65.1% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 70 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P1: PM 2023 Existing Conditions 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 13 60 2 79 39 241 2 10 82 164 29 9 Future Volume (vph) 13 60 2 79 39 241 2 10 82 164 29 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.99 0.96 0.99 0.97 0.99 0.99 Frt 0.996 0.871 0.850 0.964 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 3488 0 1752 2943 0 1752 1827 1553 1752 1768 0 Flt Permitted 0.549 0.706 0.727 0.482 Satd. Flow (perm) 999 3488 0 1287 2943 0 1324 1827 1514 877 1768 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2 290 164 11 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 16 72 2 95 47 290 2 12 99 198 35 11 Shared Lane Traffic (%) Lane Group Flow (vph) 16 74 0 95 337 0 2 12 99 198 46 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 15.0 27.0 15.0 27.0 15.0 23.0 23.0 15.0 23.0 Total Split (%) 18.8% 33.8% 18.8% 33.8% 18.8% 28.8% 28.8% 18.8% 28.8% Maximum Green (s) 10.0 22.0 10.0 22.0 10.0 18.0 18.0 10.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 18.1 15.8 21.1 22.2 12.1 8.0 8.0 18.9 17.1 Actuated g/C Ratio 0.38 0.33 0.44 0.47 0.25 0.17 0.17 0.40 0.36 v/c Ratio 0.03 0.06 0.15 0.22 0.01 0.04 0.25 0.38 0.07 ATTACHMENT 9 Attachments - Page 71 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P1: PM 2023 Existing Conditions 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 12.2 19.0 12.9 4.3 10.0 20.0 2.6 12.3 10.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.2 19.0 12.9 4.3 10.0 20.0 2.6 12.3 10.8 LOS BB BA ABABB Approach Delay 17.8 6.2 4.6 12.0 Approach LOS BAAB Stops (vph) 10 47 50 47 3 11 3 93 20 Fuel Used(gal) 0 1 1 2 00031 CO Emissions (g/hr) 10 53 59 106 4 16 19 180 39 NOx Emissions (g/hr) 2 10 11 21 1 3 4 35 8 VOC Emissions (g/hr) 2 12 14 25 1 4 4 42 9 Dilemma Vehicles (#) 0 0 0 19 01003 Queue Length 50th (ft) 3 9 17 4 0 3 0 33 5 Queue Length 95th (ft) 14 25 49 31 4 15 5 83 30 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 625 1799 769 1657 575 770 733 575 815 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.03 0.04 0.12 0.20 0.00 0.02 0.14 0.34 0.06 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 47.6 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.38 Intersection Signal Delay: 8.8 Intersection LOS: A Intersection Capacity Utilization 37.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 72 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P2: PM 2024 No Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 63 2 83 41 254 2 11 86 174 31 10 Future Volume (vph) 14 63 2 83 41 254 2 11 86 174 31 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.99 0.96 0.99 0.97 0.99 0.99 Frt 0.996 0.871 0.850 0.963 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 3489 0 1752 2943 0 1752 1827 1553 1752 1766 0 Flt Permitted 0.539 0.704 0.725 0.482 Satd. Flow (perm) 981 3489 0 1283 2943 0 1321 1827 1514 877 1766 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 2 306 164 12 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 17 76 2 100 49 306 2 13 104 210 37 12 Shared Lane Traffic (%) Lane Group Flow (vph) 17 78 0 100 355 0 2 13 104 210 49 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 15.0 27.0 15.0 27.0 15.0 23.0 23.0 15.0 23.0 Total Split (%) 18.8% 33.8% 18.8% 33.8% 18.8% 28.8% 28.8% 18.8% 28.8% Maximum Green (s) 10.0 22.0 10.0 22.0 10.0 18.0 18.0 10.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 18.2 15.9 21.2 22.3 12.1 8.0 8.0 19.1 17.3 Actuated g/C Ratio 0.38 0.33 0.44 0.47 0.25 0.17 0.17 0.40 0.36 v/c Ratio 0.04 0.07 0.16 0.23 0.01 0.04 0.27 0.40 0.08 ATTACHMENT 9 Attachments - Page 73 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P2: PM 2024 No Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 12.3 19.1 13.0 4.3 10.5 20.0 3.0 12.5 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.3 19.1 13.0 4.3 10.5 20.0 3.0 12.5 10.7 LOS BB BA BBABB Approach Delay 17.9 6.2 5.0 12.2 Approach LOS BAAB Stops (vph) 12 50 51 49 3 12 4 99 21 Fuel Used(gal) 0 1 1 2 00031 CO Emissions (g/hr) 11 56 61 111 4 18 21 192 42 NOx Emissions (g/hr) 2 11 12 22 1 3 4 37 8 VOC Emissions (g/hr) 3 13 14 26 1 4 5 45 10 Dilemma Vehicles (#) 0 0 0 20 01003 Queue Length 50th (ft) 3 10 18 4 0 3 0 35 6 Queue Length 95th (ft) 14 27 51 31 4 16 7 88 31 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 620 1794 766 1661 573 768 731 576 816 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.03 0.04 0.13 0.21 0.00 0.02 0.14 0.36 0.06 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 47.8 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.40 Intersection Signal Delay: 8.9 Intersection LOS: A Intersection Capacity Utilization 38.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 74 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P3: PM 2024 Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 66 5 147 41 254 8 28 86 182 39 10 Future Volume (vph) 14 66 5 147 41 254 8 28 86 182 39 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.99 0.96 0.99 0.97 0.99 0.99 Frt 0.990 0.871 0.850 0.969 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 3464 0 1752 2943 0 1752 1827 1553 1752 1778 0 Flt Permitted 0.539 0.698 0.719 0.478 Satd. Flow (perm) 981 3464 0 1272 2943 0 1310 1827 1514 871 1778 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 6 306 164 12 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 17 80 6 177 49 306 10 34 104 219 47 12 Shared Lane Traffic (%) Lane Group Flow (vph) 17 86 0 177 355 0 10 34 104 219 59 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 15.0 27.0 15.0 27.0 15.0 23.0 23.0 15.0 23.0 Total Split (%) 18.8% 33.8% 18.8% 33.8% 18.8% 28.8% 28.8% 18.8% 28.8% Maximum Green (s) 10.0 22.0 10.0 22.0 10.0 18.0 18.0 10.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 15.6 9.3 18.7 15.6 12.7 8.4 8.4 19.6 18.3 Actuated g/C Ratio 0.32 0.19 0.39 0.32 0.26 0.17 0.17 0.41 0.38 v/c Ratio 0.04 0.13 0.32 0.31 0.02 0.11 0.26 0.41 0.09 ATTACHMENT 9 Attachments - Page 75 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P3: PM 2024 Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 12.5 19.0 15.0 4.7 10.2 20.6 2.9 12.6 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.5 19.0 15.0 4.7 10.2 20.6 2.9 12.6 11.1 LOS BB BA BCABB Approach Delay 17.9 8.1 7.5 12.3 Approach LOS BAAB Stops (vph) 12 53 93 48 7 25 4 104 25 Fuel Used(gal) 0 1 2 2 01031 CO Emissions (g/hr) 11 61 114 112 10 39 21 202 50 NOx Emissions (g/hr) 2 12 22 22 2 8 4 39 10 VOC Emissions (g/hr) 3 14 26 26 2 9 5 47 12 Dilemma Vehicles (#) 0 0 0 24 02004 Queue Length 50th (ft) 3 10 35 4 2 9 0 37 7 Queue Length 95th (ft) 14 28 84 32 9 30 7 93 37 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 599 1787 735 1664 580 770 733 581 839 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.03 0.05 0.24 0.21 0.02 0.04 0.14 0.38 0.07 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 48.2 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 10.1 Intersection LOS: B Intersection Capacity Utilization 39.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 76 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P4: PM 2029 No Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 121 4 186 108 372 4 33 164 228 65 18 Future Volume (vph) 24 121 4 186 108 372 4 33 164 228 65 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.98 0.96 0.98 0.97 0.98 0.99 Frt 0.995 0.884 0.850 0.967 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 3484 0 1752 2972 0 1752 1827 1553 1752 1771 0 Flt Permitted 0.379 0.656 0.692 0.533 Satd. Flow (perm) 692 3484 0 1190 2972 0 1254 1827 1504 967 1771 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 3 448 200 13 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 29 146 5 224 130 448 5 40 198 275 78 22 Shared Lane Traffic (%) Lane Group Flow (vph) 29 151 0 224 578 0 5 40 198 275 100 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 16.0 34.0 26.0 44.0 15.0 30.0 30.0 30.0 45.0 Total Split (%) 13.3% 28.3% 21.7% 36.7% 12.5% 25.0% 25.0% 25.0% 37.5% Maximum Green (s) 11.0 29.0 21.0 39.0 10.0 25.0 25.0 25.0 40.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None C-Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 67.6 61.8 71.1 66.7 15.3 9.5 9.5 36.7 34.4 Actuated g/C Ratio 0.56 0.52 0.59 0.56 0.13 0.08 0.08 0.31 0.29 v/c Ratio 0.07 0.08 0.30 0.31 0.03 0.28 0.65 0.62 0.19 ATTACHMENT 9 Attachments - Page 77 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P4: PM 2029 No Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 13.2 16.8 10.1 4.4 26.5 54.7 17.2 39.6 27.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.2 16.8 10.1 4.4 26.5 54.7 17.2 39.6 27.5 LOS BB BA CDBDC Approach Delay 16.2 6.0 23.5 36.3 Approach LOS B A C D Stops (vph) 12 64 86 151 5 31 22 179 52 Fuel Used(gal) 0 1 2 3 01162 CO Emissions (g/hr) 17 95 114 219 7 64 89 393 115 NOx Emissions (g/hr) 3 19 22 43 1 12 17 76 22 VOC Emissions (g/hr) 4 22 27 51 2 15 21 91 27 Dilemma Vehicles (#) 0 0 0 23 01003 Queue Length 50th (ft) 8 28 80 71 3 30 0 177 50 Queue Length 95th (ft) 26 54 128 84 9 57 49 195 82 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 516 1794 946 1851 245 380 471 462 599 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.06 0.08 0.24 0.31 0.02 0.11 0.42 0.60 0.17 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:EBTL, Start of Green, Master Intersection Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 16.9 Intersection LOS: B Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 78 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P5: PM 2029 Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 135 18 520 108 372 34 130 164 273 110 18 Future Volume (vph) 24 135 18 520 108 372 34 130 164 273 110 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.99 1.00 0.98 0.96 0.98 0.97 0.99 1.00 Frt 0.982 0.884 0.850 0.979 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 3429 0 1752 2972 0 1752 1827 1553 1752 1798 0 Flt Permitted 0.301 0.633 0.659 0.357 Satd. Flow (perm) 550 3429 0 1150 2972 0 1196 1827 1504 651 1798 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 12 448 200 7 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 29 163 22 627 130 448 41 157 198 329 133 22 Shared Lane Traffic (%) Lane Group Flow (vph) 29 185 0 627 578 0 41 157 198 329 155 0 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52216 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 23.0 15.0 23.0 Total Split (s) 16.0 34.0 26.0 44.0 15.0 30.0 30.0 30.0 45.0 Total Split (%) 13.3% 28.3% 21.7% 36.7% 12.5% 25.0% 25.0% 25.0% 37.5% Maximum Green (s) 11.0 29.0 21.0 39.0 10.0 25.0 25.0 25.0 40.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None C-Min None Min None None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 10 Act Effct Green (s) 50.6 34.4 67.5 53.6 22.9 15.6 15.6 41.6 31.4 Actuated g/C Ratio 0.42 0.29 0.56 0.45 0.19 0.13 0.13 0.35 0.26 v/c Ratio 0.07 0.19 0.79 0.37 0.16 0.66 0.54 0.79 0.33 ATTACHMENT 9 Attachments - Page 79 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P5: PM 2029 Build 1: 12th W & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 19.5 35.1 34.6 10.4 26.2 62.7 11.5 44.4 35.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.5 35.1 34.6 10.4 26.2 62.7 11.5 44.4 35.3 LOS BD CB CEBDD Approach Delay 33.0 23.0 33.3 41.5 Approach LOS CCCD Stops (vph) 14 112 525 254 27 121 21 210 95 Fuel Used(gal) 0 2 9 5 14173 CO Emissions (g/hr) 20 167 651 315 47 266 75 484 208 NOx Emissions (g/hr) 4 32 127 61 9 52 15 94 40 VOC Emissions (g/hr) 5 39 151 73 11 62 17 112 48 Dilemma Vehicles (#) 0 0 0 24 04004 Queue Length 50th (ft) 15 57 273 60 21 117 0 199 93 Queue Length 95th (ft) 26 88 #541 71 38 165 47 232 131 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 100 200 Base Capacity (vph) 441 1093 795 1706 301 380 471 455 604 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.07 0.17 0.79 0.34 0.14 0.41 0.42 0.72 0.26 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4:EBTL, Start of Green, Master Intersection Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 29.6 Intersection LOS: C Intersection Capacity Utilization 84.8% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 80 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P6: PM 2029 Build MITIGATION 1: 12th W & University Blvd Print Date: 06/23/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY MITIGATION.syn Synchro 11 Report ASG Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 135 18 520 108 372 34 130 164 273 110 18 Future Volume (vph) 24 135 18 520 108 372 34 130 164 273 110 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 100 100 100 100 200 0 Storage Lanes 1 0 2 0 1 0 2 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 0.97 0.95 0.95 1.00 0.95 0.95 0.97 0.95 0.95 Ped Bike Factor 0.99 1.00 0.98 0.98 0.99 0.99 0.98 1.00 Frt 0.982 0.884 0.916 0.979 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 3431 0 3400 3034 0 1752 3132 0 3400 3418 0 Flt Permitted 0.434 0.950 0.654 0.950 Satd. Flow (perm) 795 3431 0 3334 3034 0 1192 3132 0 3348 3418 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 15 448 198 19 Link Speed (mph) 25 35 50 50 Link Distance (ft) 651 453 349 714 Travel Time (s) 17.8 8.8 4.8 9.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 4% 4% 3% 3% 3% Adj. Flow (vph) 29 163 22 627 130 448 41 157 198 329 133 22 Shared Lane Traffic (%) Lane Group Flow (vph) 29 185 0 627 578 0 41 355 0 329 155 0 Turn Type pm+pt NA Prot NA pm+pt NA Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 2 Detector Phase 7 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 15.0 23.0 15.0 23.0 15.0 23.0 15.0 23.0 Total Split (s) 15.0 24.0 26.0 35.0 15.0 23.0 17.0 25.0 Total Split (%) 16.7% 26.7% 28.9% 38.9% 16.7% 25.6% 18.9% 27.8% Maximum Green (s) 10.0 19.0 21.0 30.0 10.0 18.0 12.0 20.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? 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 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 10 10 10 10 Act Effct Green (s) 16.2 9.9 17.4 28.3 16.5 9.8 11.1 19.4 Actuated g/C Ratio 0.24 0.14 0.25 0.41 0.24 0.14 0.16 0.28 v/c Ratio 0.11 0.37 0.73 0.38 0.12 0.58 0.60 0.16 ATTACHMENT 9 Attachments - Page 81 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P6: PM 2029 Build MITIGATION 1: 12th W & University Blvd Print Date: 06/23/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY MITIGATION.syn Synchro 11 Report ASG Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Control Delay 13.8 27.9 30.7 5.1 16.6 17.0 34.2 20.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.8 27.9 30.7 5.1 16.6 17.0 34.2 20.5 LOS B C C A B B C C Approach Delay 26.0 18.4 17.0 29.9 Approach LOS C B B C Stops (vph) 18 117 440 82 25 116 234 81 Fuel Used(gal) 0 2 8 3 1 3 7 2 CO Emissions (g/hr) 19 152 577 188 40 242 471 165 NOx Emissions (g/hr) 4 30 112 37 8 47 92 32 VOC Emissions (g/hr) 4 35 134 44 9 56 109 38 Dilemma Vehicles (#) 0 0 0 25 0 18 0 7 Queue Length 50th (ft) 6 34 121 14 10 32 64 24 Queue Length 95th (ft) 20 65 209 49 32 67 125 52 Internal Link Dist (ft) 571 373 269 634 Turn Bay Length (ft) 150 100 100 200 Base Capacity (vph) 376 987 1070 1632 431 989 611 1083 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.19 0.59 0.35 0.10 0.36 0.54 0.14 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 68.8 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 21.3 Intersection LOS: C Intersection Capacity Utilization 57.7% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: 12th W & University Blvd ATTACHMENT 9 Attachments - Page 82 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A1: AM 2023 Existing Conditions 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 230 70 395 527 0000630114 Future Volume (vph) 0 230 70 395 527 0000630114 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.965 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3310 0 1752 3471 00001752 0 1553 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3310 0 1752 3471 00001752 0 1553 Link Speed (mph) 35 35 30 35 Link Distance (ft) 522 526 392 395 Travel Time (s) 10.2 10.2 8.9 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 5% 6% 3% 4% 3% 3% 3% 3% 3% 3% 4% Adj. Flow (vph) 0 242 74 416 555 0000660120 Shared Lane Traffic (%) Lane Group Flow (vph) 0 316 0 416 555 0000660120 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 45.5% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 83 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A1: AM 2023 Existing Conditions 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 4 Intersection Int Delay, s/veh 11.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 230 70 395 527 0000630114 Future Vol, veh/h 0 230 70 395 527 0000630114 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 -----0-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 56343333334 Mvmt Flow 0 242 74 416 555 0000660120 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 326 0 0 1518 - 288 Stage 1 ------1387 - - Stage 2 ------ 131-- Critical Hdwy - - - 4.16 - - 6.86 - 6.98 Critical Hdwy Stg 1 ------5.86 - - Critical Hdwy Stg 2 ------5.86 - - Follow-up Hdwy - - - 2.23 - - 3.53 - 3.34 Pot Cap-1 Maneuver 0 - - 1223 - 0 109 0 703 Stage 1 0 ----0 1950- Stage 2 0 ----0 8780- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1223 - - 72 0 696 Mov Cap-2 Maneuver ------ 720- Stage 1 ------ 1950- Stage 2 ------ 5790- Approach EB WB SB HCM Control Delay, s 0 4 72.1 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBTSBLn1SBLn2 Capacity (veh/h) - - 1223 - 72 696 HCM Lane V/C Ratio - - 0.34 - 0.921 0.172 HCM Control Delay (s) - - 9.5 - 182.3 11.2 HCM Lane LOS - - A - F B HCM 95th %tile Q(veh) - - 1.5 - 4.6 0.6 ATTACHMENT 9 Attachments - Page 84 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A2: AM 2024 No Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 242 74 417 557 0000670120 Future Volume (vph) 0 242 74 417 557 0000670120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.965 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3310 0 1752 3471 00001752 0 1553 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3310 0 1752 3471 00001752 0 1553 Link Speed (mph) 35 35 30 35 Link Distance (ft) 522 526 392 395 Travel Time (s) 10.2 10.2 8.9 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 5% 6% 3% 4% 3% 3% 3% 3% 3% 3% 4% Adj. Flow (vph) 0 255 78 439 586 0000710126 Shared Lane Traffic (%) Lane Group Flow (vph) 0 333 0 439 586 0000710126 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.3% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 85 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A2: AM 2024 No Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 4 Intersection Int Delay, s/veh 16.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 242 74 417 557 0000670120 Future Vol, veh/h 0 242 74 417 557 0000670120 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 -----0-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 56343333334 Mvmt Flow 0 255 78 439 586 0000710126 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 343 0 0 1602 - 303 Stage 1 ------1464 - - Stage 2 ------ 138-- Critical Hdwy - - - 4.16 - - 6.86 - 6.98 Critical Hdwy Stg 1 ------5.86 - - Critical Hdwy Stg 2 ------5.86 - - Follow-up Hdwy - - - 2.23 - - 3.53 - 3.34 Pot Cap-1 Maneuver 0 - - 1206 - 0 96 0 687 Stage 1 0 ----0 1770- Stage 2 0 ----0 8710- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1206 - - ~ 61 0 680 Mov Cap-2 Maneuver ------ ~ 610- Stage 1 ------ 1770- Stage 2 ------ 5540- Approach EB WB SB HCM Control Delay, s 0 4.1 106.9 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBTSBLn1SBLn2 Capacity (veh/h) - - 1206 - 61 680 HCM Lane V/C Ratio - - 0.364 - 1.156 0.186 HCM Control Delay (s) - - 9.7 - 277.9 11.5 HCM Lane LOS - - A - F B HCM 95th %tile Q(veh) - - 1.7 - 5.8 0.7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ATTACHMENT 9 Attachments - Page 86 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A3: AM 2024 Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 291 82 417 598 0000670136 Future Volume (vph) 0 291 82 417 598 0000670136 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.967 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3318 0 1752 3471 00001752 0 1553 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3318 0 1752 3471 00001752 0 1553 Link Speed (mph) 35 35 30 35 Link Distance (ft) 522 526 392 395 Travel Time (s) 10.2 10.2 8.9 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 5% 6% 3% 4% 3% 3% 3% 3% 3% 3% 4% Adj. Flow (vph) 0 306 86 439 629 0000710143 Shared Lane Traffic (%) Lane Group Flow (vph) 0 392 0 439 629 0000710143 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 48.4% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 87 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A3: AM 2024 Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 4 Intersection Int Delay, s/veh 18.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 291 82 417 598 0000670136 Future Vol, veh/h 0 291 82 417 598 0000670136 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 -----0-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 56343333334 Mvmt Flow 0 306 86 439 629 0000710143 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 402 0 0 1670 - 325 Stage 1 ------1507 - - Stage 2 ------ 163-- Critical Hdwy - - - 4.16 - - 6.86 - 6.98 Critical Hdwy Stg 1 ------5.86 - - Critical Hdwy Stg 2 ------5.86 - - Follow-up Hdwy - - - 2.23 - - 3.53 - 3.34 Pot Cap-1 Maneuver 0 - - 1146 - 0 86 0 665 Stage 1 0 ----0 1680- Stage 2 0 ----0 8460- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1146 - - ~ 53 0 659 Mov Cap-2 Maneuver ------ ~ 530- Stage 1 ------ 1680- Stage 2 ------ 5220- Approach EB WB SB HCM Control Delay, s 0 4.1 127.6 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBTSBLn1SBLn2 Capacity (veh/h) - - 1146 - 53 659 HCM Lane V/C Ratio - - 0.383 - 1.331 0.217 HCM Control Delay (s) - - 10.1 -$ 362.3 12 HCM Lane LOS - - B - F B HCM 95th %tile Q(veh) - - 1.8 - 6.4 0.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ATTACHMENT 9 Attachments - Page 88 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A4: AM 2029 No Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR SBL2 SBL SBR NWL NWR Lane Configurations Traffic Volume (vph) 0 407 00008701898100 Future Volume (vph) 0 407 00008701898100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 Ped Bike Factor 0.99 0.98 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3438 00001752 0 1553 3367 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3438 00001742 0 1553 3306 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 208 104 Link Speed (mph) 35 35 35 35 Link Distance (ft) 522 145 395 417 Travel Time (s) 10.2 2.8 7.7 8.1 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 10 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 Heavy Vehicles (%) 3% 5% 3% 3% 3% 3% 3% 3% 4% 4% 3% Adj. Flow (vph) 0 428 00009201998530 Shared Lane Traffic (%) Lane Group Flow (vph) 0 428 00009201998530 Turn Type NA Prot Prot Prot Protected Phases 4 5 7 2 Permitted Phases Detector Phase 4 5 7 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 15.0 15.0 23.0 Total Split (s) 28.0 37.0 28.0 37.0 Total Split (%) 43.1% 56.9% 43.1% 56.9% Maximum Green (s) 23.0 32.0 23.0 32.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Min None None None Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 10 10 Act Effct Green (s) 32.1 20.7 32.1 22.9 Actuated g/C Ratio 0.49 0.32 0.49 0.35 v/c Ratio 0.25 0.13 0.24 0.72 Control Delay 10.5 0.4 6.7 13.5 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 10.5 0.4 6.7 13.5 ATTACHMENT 9 Attachments - Page 89 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A4: AM 2029 No Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 4 Lane Group EBL EBT EBR WBL WBT WBR SBL2 SBL SBR NWL NWR LOS B A A B Approach Delay 10.5 4.7 13.5 Approach LOS B A B Stops (vph) 274 0 59 421 Fuel Used(gal) 4 0 1 9 CO Emissions (g/hr) 312 18 87 602 NOx Emissions (g/hr) 61 3 17 117 VOC Emissions (g/hr) 72 4 20 139 Dilemma Vehicles (#) 16 0 0 0 Queue Length 50th (ft) 65 0 19 69 Queue Length 95th (ft) m104 0 62 50 Internal Link Dist (ft) 442 65 315 337 Turn Bay Length (ft) Base Capacity (vph) 1695 968 818 1657 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.25 0.10 0.24 0.51 Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 65 Offset: 47 (72%), Referenced to phase 4:EBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 11.0 Intersection LOS: B Intersection Capacity Utilization 57.0% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: University Blvd & US-20 SB ATTACHMENT 9 Attachments - Page 90 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A5: AM 2029 Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR SBL2 SBL SBR NWL NWR Lane Configurations Traffic Volume (vph) 0 508 00008702349220 Future Volume (vph) 0 508 00008702349220 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 Ped Bike Factor 0.99 0.98 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3438 00001752 0 1553 3367 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3438 00001742 0 1553 3306 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 138 75 Link Speed (mph) 35 35 35 35 Link Distance (ft) 522 145 395 417 Travel Time (s) 10.2 2.8 7.7 8.1 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 10 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 Heavy Vehicles (%) 3% 5% 3% 3% 3% 3% 3% 3% 4% 4% 3% Adj. Flow (vph) 0 535 00009202469710 Shared Lane Traffic (%) Lane Group Flow (vph) 0 535 00009202469710 Turn Type NA Prot Prot Prot Protected Phases 4 5 7 2 Permitted Phases Detector Phase 4 5 7 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 15.0 15.0 23.0 Total Split (s) 28.0 37.0 28.0 37.0 Total Split (%) 43.1% 56.9% 43.1% 56.9% Maximum Green (s) 23.0 32.0 23.0 32.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Min None None None Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 10 10 Act Effct Green (s) 29.7 22.6 29.7 25.3 Actuated g/C Ratio 0.46 0.35 0.46 0.39 v/c Ratio 0.34 0.13 0.33 0.74 Control Delay 13.3 1.3 10.4 11.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 13.3 1.3 10.4 11.2 ATTACHMENT 9 Attachments - Page 91 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A5: AM 2029 Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 4 Lane Group EBL EBT EBR WBL WBT WBR SBL2 SBL SBR NWL NWR LOS B A B B Approach Delay 13.3 8.0 11.2 Approach LOS B A B Stops (vph) 370 5 107 434 Fuel Used(gal) 6 0 2 9 CO Emissions (g/hr) 425 22 138 632 NOx Emissions (g/hr) 83 4 27 123 VOC Emissions (g/hr) 98 5 32 146 Dilemma Vehicles (#) 24 0 0 0 Queue Length 50th (ft) 91 0 39 64 Queue Length 95th (ft) m141 10 100 58 Internal Link Dist (ft) 442 65 315 337 Turn Bay Length (ft) Base Capacity (vph) 1570 932 750 1657 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.34 0.10 0.33 0.59 Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 65 Offset: 47 (72%), Referenced to phase 4:EBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: University Blvd & US-20 SB ATTACHMENT 9 Attachments - Page 92 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P1: PM 2023 Existing Conditions 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 274 65 439 344 000084052 Future Volume (vph) 0 274 65 439 344 000084052 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.971 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3317 0 1752 3505 00001671 0 1495 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3317 0 1752 3505 00001671 0 1495 Link Speed (mph) 35 35 30 35 Link Distance (ft) 522 526 392 395 Travel Time (s) 10.2 10.2 8.9 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles (%) 3% 3% 17% 3% 3% 3% 3% 3% 3% 8% 3% 8% Adj. Flow (vph) 0 334 79 535 420 0000102063 Shared Lane Traffic (%) Lane Group Flow (vph) 0 413 0 535 420 0000102063 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 49.8% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 93 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P1: PM 2023 Existing Conditions 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 4 Intersection Int Delay, s/veh 59.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 274 65 439 344 000084052 Future Vol, veh/h 0 274 65 439 344 000084052 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 -----0-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82 Heavy Vehicles, % 3 3 17 333333838 Mvmt Flow 0 334 79 535 420 0000102063 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 423 0 0 1667 - 220 Stage 1 ------1490 - - Stage 2 ------ 177-- Critical Hdwy - - - 4.16 - - 6.96 - 7.06 Critical Hdwy Stg 1 ------5.96 - - Critical Hdwy Stg 2 ------5.96 - - Follow-up Hdwy - - - 2.23 - - 3.58 - 3.38 Pot Cap-1 Maneuver 0 - - 1126 - 0 ~ 82 0 766 Stage 1 0 ----0 1640- Stage 2 0 ----0 8180- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1126 - - ~ 43 0 759 Mov Cap-2 Maneuver ------ ~ 430- Stage 1 ------ 1640- Stage 2 ------ 4290- Approach EB WB SB HCM Control Delay, s 0 6.2 $ 517.5 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBTSBLn1SBLn2 Capacity (veh/h) - - 1126 - 43 759 HCM Lane V/C Ratio - - 0.475 - 2.382 0.084 HCM Control Delay (s) - - 11.1 -$ 831.6 10.2 HCM Lane LOS - - B - F B HCM 95th %tile Q(veh) - - 2.6 - 10.9 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ATTACHMENT 9 Attachments - Page 94 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P2: PM 2024 No Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 289 69 463 364 000088055 Future Volume (vph) 0 289 69 463 364 000088055 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.971 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3316 0 1752 3505 00001671 0 1495 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3316 0 1752 3505 00001671 0 1495 Link Speed (mph) 35 35 30 35 Link Distance (ft) 522 526 392 395 Travel Time (s) 10.2 10.2 8.9 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles (%) 3% 3% 17% 3% 3% 3% 3% 3% 3% 8% 3% 8% Adj. Flow (vph) 0 352 84 565 444 0000107067 Shared Lane Traffic (%) Lane Group Flow (vph) 0 436 0 565 444 0000107067 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 51.8% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 95 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P2: PM 2024 No Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 4 Intersection Int Delay, s/veh 82.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 289 69 463 364 000088055 Future Vol, veh/h 0 289 69 463 364 000088055 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 -----0-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82 Heavy Vehicles, % 3 3 17 333333838 Mvmt Flow 0 352 84 565 444 0000107067 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 446 0 0 1760 - 232 Stage 1 ------1574 - - Stage 2 ------ 186-- Critical Hdwy - - - 4.16 - - 6.96 - 7.06 Critical Hdwy Stg 1 ------5.96 - - Critical Hdwy Stg 2 ------5.96 - - Follow-up Hdwy - - - 2.23 - - 3.58 - 3.38 Pot Cap-1 Maneuver 0 - - 1104 - 0 ~ 71 0 752 Stage 1 0 ----0 1470- Stage 2 0 ----0 8100- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1104 - - ~ 35 0 745 Mov Cap-2 Maneuver ------ ~ 350- Stage 1 ------ 1470- Stage 2 ------ 3950- Approach EB WB SB HCM Control Delay, s 0 6.5 $ 724.6 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBTSBLn1SBLn2 Capacity (veh/h) - - 1104 - 35 745 HCM Lane V/C Ratio - - 0.511 - 3.066 0.09 HCM Control Delay (s) - - 11.6 -$ 1171.1 10.3 HCM Lane LOS - - B - F B HCM 95th %tile Q(veh) - - 3 - 12.3 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ATTACHMENT 9 Attachments - Page 96 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P3: PM 2024 Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 344 78 463 409 000088073 Future Volume (vph) 0 344 78 463 409 000088073 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.972 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3323 0 1752 3505 00001671 0 1495 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3323 0 1752 3505 00001671 0 1495 Link Speed (mph) 35 35 30 35 Link Distance (ft) 522 526 392 395 Travel Time (s) 10.2 10.2 8.9 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles (%) 3% 3% 17% 3% 3% 3% 3% 3% 3% 8% 3% 8% Adj. Flow (vph) 0 420 95 565 499 0000107089 Shared Lane Traffic (%) Lane Group Flow (vph) 0 515 0 565 499 0000107089 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 97 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P3: PM 2024 Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 4 Intersection Int Delay, s/veh 99.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 344 78 463 409 000088073 Future Vol, veh/h 0 344 78 463 409 000088073 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 -----0-0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 82 82 82 82 82 82 82 82 82 82 82 82 Heavy Vehicles, % 3 3 17 333333838 Mvmt Flow 0 420 95 565 499 0000107089 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 525 0 0 1849 - 260 Stage 1 ------1629 - - Stage 2 ------ 220-- Critical Hdwy - - - 4.16 - - 6.96 - 7.06 Critical Hdwy Stg 1 ------5.96 - - Critical Hdwy Stg 2 ------5.96 - - Follow-up Hdwy - - - 2.23 - - 3.58 - 3.38 Pot Cap-1 Maneuver 0 - - 1031 - 0 ~ 62 0 721 Stage 1 0 ----0 1370- Stage 2 0 ----0 7780- Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1031 - - ~ 28 0 714 Mov Cap-2 Maneuver ------ ~ 280- Stage 1 ------ 1370- Stage 2 ------ 3520- Approach EB WB SB HCM Control Delay, s 0 6.7 $ 859.4 HCM LOS F Minor Lane/Major Mvmt EBT EBR WBL WBTSBLn1SBLn2 Capacity (veh/h) - - 1031 - 28 714 HCM Lane V/C Ratio - - 0.548 - 3.833 0.125 HCM Control Delay (s) - - 12.6 -$ 1563.4 10.8 HCM Lane LOS - - B - F B HCM 95th %tile Q(veh) - - 3.4 - 13 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ATTACHMENT 9 Attachments - Page 98 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P4: PM 2029 No Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR SBL2 SBL SBR NWL NWR Lane Configurations Traffic Volume (vph) 0 518 00001160855550 Future Volume (vph) 0 518 00001160855550 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 Ped Bike Factor 0.99 0.98 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3505 00001671 0 1495 3400 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3505 00001659 0 1495 3343 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 139 119 Link Speed (mph) 35 35 35 35 Link Distance (ft) 522 145 395 417 Travel Time (s) 10.2 2.8 7.7 8.1 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 10 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles (%) 3% 3% 17% 3% 3% 3% 8% 3% 8% 3% 3% Adj. Flow (vph) 0 632 000014101046770 Shared Lane Traffic (%) Lane Group Flow (vph) 0 632 000014101046770 Turn Type NA Prot Prot Prot Protected Phases 4 5 7 2 Permitted Phases Detector Phase 4 5 7 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 15.0 15.0 23.0 Total Split (s) 30.0 30.0 30.0 30.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 25.0 25.0 25.0 25.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Min None None Min Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 10 10 Act Effct Green (s) 32.5 16.1 32.5 17.5 Actuated g/C Ratio 0.54 0.27 0.54 0.29 v/c Ratio 0.33 0.26 0.12 0.68 Control Delay 8.9 4.3 2.2 16.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 8.9 4.3 2.2 16.4 ATTACHMENT 9 Attachments - Page 99 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P4: PM 2029 No Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 4 Lane Group EBL EBT EBR WBL WBT WBR SBL2 SBL SBR NWL NWR LOS A A A B Approach Delay 8.9 3.4 16.4 Approach LOS A A B Stops (vph) 327 17 9 307 Fuel Used(gal) 5 1 0 6 CO Emissions (g/hr) 374 39 24 446 NOx Emissions (g/hr) 73 8 5 87 VOC Emissions (g/hr) 87 9 6 103 Dilemma Vehicles (#) 34 0 0 0 Queue Length 50th (ft) 126 1 0 59 Queue Length 95th (ft) 115 23 14 74 Internal Link Dist (ft) 442 65 315 337 Turn Bay Length (ft) Base Capacity (vph) 1897 777 863 1416 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.33 0.18 0.12 0.48 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 17 (28%), Referenced to phase 4:EBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 11.3 Intersection LOS: B Intersection Capacity Utilization 50.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: University Blvd & US-20 SB ATTACHMENT 9 Attachments - Page 100 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P5: PM 2029 Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 3 Lane Group EBL EBT EBR WBL WBT WBR SBL2 SBL SBR NWL NWR Lane Configurations Traffic Volume (vph) 0 824 000011601807930 Future Volume (vph) 0 824 000011601807930 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 Ped Bike Factor 0.99 0.98 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 3505 00001671 0 1495 3400 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 0 3505 00001659 0 1495 3343 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 40 45 Link Speed (mph) 35 35 35 35 Link Distance (ft) 522 145 395 417 Travel Time (s) 10.2 2.8 7.7 8.1 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 10 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles (%) 3% 3% 17% 3% 3% 3% 8% 3% 8% 3% 3% Adj. Flow (vph) 0 1005 000014102209670 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1005 000014102209670 Turn Type NA Prot Prot Prot Protected Phases 4 5 7 2 Permitted Phases Detector Phase 4 5 7 2 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 15.0 15.0 23.0 Total Split (s) 30.0 30.0 30.0 30.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 25.0 25.0 25.0 25.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Min None None Min Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 10 10 Act Effct Green (s) 27.9 19.8 27.9 22.1 Actuated g/C Ratio 0.46 0.33 0.46 0.37 v/c Ratio 0.62 0.24 0.31 0.77 Control Delay 12.9 9.8 10.2 12.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 12.9 9.8 10.2 12.8 ATTACHMENT 9 Attachments - Page 101 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P5: PM 2029 Build 2: University Blvd & US-20 SB Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 4 Lane Group EBL EBT EBR WBL WBT WBR SBL2 SBL SBR NWL NWR LOS B A B B Approach Delay 12.9 10.0 12.8 Approach LOS B B B Stops (vph) 560 53 89 430 Fuel Used(gal) 9 1 2 8 CO Emissions (g/hr) 663 67 109 591 NOx Emissions (g/hr) 129 13 21 115 VOC Emissions (g/hr) 154 16 25 137 Dilemma Vehicles (#) 60 0 0 0 Queue Length 50th (ft) 152 23 37 61 Queue Length 95th (ft) 206 46 73 65 Internal Link Dist (ft) 442 65 315 337 Turn Bay Length (ft) Base Capacity (vph) 1628 719 718 1416 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.62 0.20 0.31 0.68 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 17 (28%), Referenced to phase 4:EBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: University Blvd & US-20 SB ATTACHMENT 9 Attachments - Page 102 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A1: AM 2023 Existing Conditions 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 30 356 0 0 854 100 80 0 396 0 0 0 Future Volume (vph) 30 356 0 0 854 100 80 0 396 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 1 0 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.984 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1687 3471 0 0 3410 0 1626 0 1553 0 0 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1687 3471 0 0 3410 0 1626 0 1553 0 0 0 Link Speed (mph) 35 35 35 30 Link Distance (ft) 526 971 435 361 Travel Time (s) 10.2 18.9 8.5 8.2 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 7% 4% 3% 3% 3% 14% 11% 3% 4% 3% 3% 3% Adj. Flow (vph) 32 383 0 0 918 108 86 0 426 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 32 383 0 0 1026 0 86 0 426 0 0 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 45.5% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 103 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A1: AM 2023 Existing Conditions 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 6 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 356 0 0 854 100 80 0 396 0 0 0 Future Vol, veh/h 30 356 0 0 854 100 80 0 396 0 0 0 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 -----0-0--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 7 4333141134333 Mvmt Flow 32 383 0 0 918 108 86 0 426 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 1036 0 - - - 0 916 - 202 Stage 1 ------447-- Stage 2 ------469-- Critical Hdwy 4.24 -----7.02 - 6.98 Critical Hdwy Stg 1 ------6.02 - - Critical Hdwy Stg 2 ------6.02 - - Follow-up Hdwy 2.27 -----3.61 - 3.34 Pot Cap-1 Maneuver 638 - 0 0 - - 255 0 799 Stage 1 - - 0 0 - - 586 0 - Stage 2 - - 0 0 - - 571 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 638 -----2400791 Mov Cap-2 Maneuver ------2400- Stage 1 ------5570- Stage 2 ------5650- Approach EB WB NB HCM Control Delay, s 0.9 0 17 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT WBT WBR Capacity (veh/h) 240 791 638 - - - HCM Lane V/C Ratio 0.358 0.538 0.051 - - - HCM Control Delay (s) 28.2 14.7 10.9 - - - HCM Lane LOS D B B - - - HCM 95th %tile Q(veh) 1.6 3.3 0.2 - - - ATTACHMENT 9 Attachments - Page 104 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A2: AM 2024 No Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 32 376 0 0 902 106 84 0 418 0 0 0 Future Volume (vph) 32 376 0 0 902 106 84 0 418 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 1 0 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.984 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1687 3471 0 0 3410 0 1626 0 1553 0 0 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1687 3471 0 0 3410 0 1626 0 1553 0 0 0 Link Speed (mph) 35 35 35 30 Link Distance (ft) 526 971 435 361 Travel Time (s) 10.2 18.9 8.5 8.2 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 7% 4% 3% 3% 3% 14% 11% 3% 4% 3% 3% 3% Adj. Flow (vph) 34 404 0 0 970 114 90 0 449 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 34 404 0 0 1084 0 90 0 449 0 0 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.3% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 105 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A2: AM 2024 No Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 6 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 32 376 0 0 902 106 84 0 418 0 0 0 Future Vol, veh/h 32 376 0 0 902 106 84 0 418 0 0 0 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 -----0-0--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 7 4333141134333 Mvmt Flow 34 404 0 0 970 114 90 0 449 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 1094 0 - - - 0 967 - 212 Stage 1 ------472-- Stage 2 ------495-- Critical Hdwy 4.24 -----7.02 - 6.98 Critical Hdwy Stg 1 ------6.02 - - Critical Hdwy Stg 2 ------6.02 - - Follow-up Hdwy 2.27 -----3.61 - 3.34 Pot Cap-1 Maneuver 605 - 0 0 - - 236 0 787 Stage 1 - - 0 0 - - 569 0 - Stage 2 - - 0 0 - - 553 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 605 -----2210780 Mov Cap-2 Maneuver ------2210- Stage 1 ------5370- Stage 2 ------5470- Approach EB WB NB HCM Control Delay, s 0.9 0 18.4 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT WBT WBR Capacity (veh/h) 221 780 605 - - - HCM Lane V/C Ratio 0.409 0.576 0.057 - - - HCM Control Delay (s) 32.1 15.7 11.3 - - - HCM Lane LOS D C B - - - HCM 95th %tile Q(veh) 1.9 3.7 0.2 - - - ATTACHMENT 9 Attachments - Page 106 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A3: AM 2024 Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 48 408 0 0 935 106 92 0 418 0 0 0 Future Volume (vph) 48 408 0 0 935 106 92 0 418 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 1 0 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.985 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1687 3471 0 0 3415 0 1626 0 1553 0 0 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1687 3471 0 0 3415 0 1626 0 1553 0 0 0 Link Speed (mph) 35 35 35 30 Link Distance (ft) 526 971 435 361 Travel Time (s) 10.2 18.9 8.5 8.2 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 7% 4% 3% 3% 3% 14% 11% 3% 4% 3% 3% 3% Adj. Flow (vph) 52 439 0 0 1005 114 99 0 449 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 52 439 0 0 1119 0 99 0 449 0 0 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 48.4% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 107 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A3: AM 2024 Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 6 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 48 408 0 0 935 106 92 0 418 0 0 0 Future Vol, veh/h 48 408 0 0 935 106 92 0 418 0 0 0 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 -----0-0--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 7 4333141134333 Mvmt Flow 52 439 0 0 1005 114 99 0 449 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 1129 0 - - - 0 1056 - 230 Stage 1 ------543-- Stage 2 ------513-- Critical Hdwy 4.24 -----7.02 - 6.98 Critical Hdwy Stg 1 ------6.02 - - Critical Hdwy Stg 2 ------6.02 - - Follow-up Hdwy 2.27 -----3.61 - 3.34 Pot Cap-1 Maneuver 586 - 0 0 - - 206 0 766 Stage 1 - - 0 0 - - 522 0 - Stage 2 - - 0 0 - - 541 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 586 -----1860759 Mov Cap-2 Maneuver ------1860- Stage 1 ------4760- Stage 2 ------5360- Approach EB WB NB HCM Control Delay, s 1.2 0 21.5 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT WBT WBR Capacity (veh/h) 186 759 586 - - - HCM Lane V/C Ratio 0.532 0.592 0.088 - - - HCM Control Delay (s) 44.4 16.4 11.7 - - - HCM Lane LOS E C B - - - HCM 95th %tile Q(veh) 2.7 4 0.3 - - - ATTACHMENT 9 Attachments - Page 108 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A4: AM 2029 No Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER Lane Configurations Traffic Volume (vph)00001402 0 145 0 548 552 0 Future Volume (vph)00001402 0 145 0 548 552 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 0.88 0.97 1.00 Ped Bike Factor 0.99 0.98 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)00003505 0 1626 0 2733 3367 0 Flt Permitted 0.950 0.950 Satd. Flow (perm)00003505 0 1609 0 2733 3306 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 34 99 Link Speed (mph) 35 35 35 35 Link Distance (ft) 134 971 435 394 Travel Time (s) 2.6 18.9 8.5 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 10 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 11% 3% 4% 4% 3% Adj. Flow (vph)00001508 0 156 0 589 594 0 Shared Lane Traffic (%) Lane Group Flow (vph)00001508 0 156 0 589 594 0 Turn Type NA Prot Prot Prot Protected Phases 8 1 3 6 Permitted Phases Detector Phase 8 1 3 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 15.0 15.0 23.0 Total Split (s) 42.0 23.0 42.0 23.0 Total Split (%) 64.6% 35.4% 64.6% 35.4% Maximum Green (s) 37.0 18.0 37.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Min None None Min Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 10 10 Act Effct Green (s) 39.1 14.6 39.1 15.9 Actuated g/C Ratio 0.60 0.22 0.60 0.24 v/c Ratio 0.72 0.40 0.35 0.72 Control Delay 12.0 18.5 6.4 25.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 12.0 18.5 6.4 25.0 ATTACHMENT 9 Attachments - Page 109 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A4: AM 2029 No Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER LOS B B A C Approach Delay 12.0 8.9 25.0 Approach LOS B A C Stops (vph) 927 89 213 317 Fuel Used(gal) 20 2 4 7 CO Emissions (g/hr) 1413 117 282 513 NOx Emissions (g/hr) 275 23 55 100 VOC Emissions (g/hr) 328 27 65 119 Dilemma Vehicles (#) 108 0 0 0 Queue Length 50th (ft) 198 39 48 45 Queue Length 95th (ft) 292 82 82 184 Internal Link Dist (ft) 54 891 355 314 Turn Bay Length (ft) Base Capacity (vph) 2109 474 1684 932 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.72 0.33 0.35 0.64 Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 65 Offset: 56 (86%), Referenced to phase 8:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 13.9 Intersection LOS: B Intersection Capacity Utilization 75.7% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 3: US-20 NB & University Blvd ATTACHMENT 9 Attachments - Page 110 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A5: AM 2029 Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER Lane Configurations Traffic Volume (vph)00001492 0 168 0 548 620 0 Future Volume (vph)00001492 0 168 0 548 620 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 0.88 0.97 1.00 Ped Bike Factor 0.99 0.98 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)00003505 0 1626 0 2733 3367 0 Flt Permitted 0.950 0.950 Satd. Flow (perm)00003505 0 1609 0 2733 3306 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 34 68 Link Speed (mph) 35 35 35 35 Link Distance (ft) 134 971 435 394 Travel Time (s) 2.6 18.9 8.5 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 10 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 11% 3% 4% 4% 3% Adj. Flow (vph)00001604 0 181 0 589 667 0 Shared Lane Traffic (%) Lane Group Flow (vph)00001604 0 181 0 589 667 0 Turn Type NA Prot Prot Prot Protected Phases 8 1 3 6 Permitted Phases Detector Phase 8 1 3 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 15.0 15.0 23.0 Total Split (s) 42.0 23.0 42.0 23.0 Total Split (%) 64.6% 35.4% 64.6% 35.4% Maximum Green (s) 37.0 18.0 37.0 18.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Min None None Min Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 10 10 Act Effct Green (s) 38.4 16.6 38.4 16.6 Actuated g/C Ratio 0.59 0.26 0.59 0.26 v/c Ratio 0.78 0.41 0.36 0.78 Control Delay 13.8 18.9 7.1 29.9 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 13.8 18.9 7.1 29.9 ATTACHMENT 9 Attachments - Page 111 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A5: AM 2029 Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER LOS B B A C Approach Delay 13.8 9.8 29.9 Approach LOS B A C Stops (vph) 1069 108 234 378 Fuel Used(gal) 23 2 4 9 CO Emissions (g/hr) 1586 139 298 631 NOx Emissions (g/hr) 309 27 58 123 VOC Emissions (g/hr) 368 32 69 146 Dilemma Vehicles (#) 115 0 0 0 Queue Length 50th (ft) 235 46 55 55 Queue Length 95th (ft) 327 96 87 219 Internal Link Dist (ft) 54 891 355 314 Turn Bay Length (ft) Base Capacity (vph) 2069 474 1641 932 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.78 0.38 0.36 0.72 Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 65 Offset: 56 (86%), Referenced to phase 8:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 16.3 Intersection LOS: B Intersection Capacity Utilization 81.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 3: US-20 NB & University Blvd ATTACHMENT 9 Attachments - Page 112 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P1: PM 2023 Existing Conditions 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 334 0 0 691 122 126 0 502 0 0 0 Future Volume (vph) 57 334 0 0 691 122 126 0 502 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 1 0 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.977 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1719 3505 0 0 3424 0 1736 0 1568 0 0 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1719 3505 0 0 3424 0 1736 0 1568 0 0 0 Link Speed (mph) 35 35 35 30 Link Distance (ft) 526 971 435 361 Travel Time (s) 10.2 18.9 8.5 8.2 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 5% 3% 3% 3% 3% 3% 4% 3% 3% 3% 3% 3% Adj. Flow (vph) 63 367 0 0 759 134 138 0 552 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 63 367 0 0 893 0 138 0 552 0 0 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 49.8% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 113 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P1: PM 2023 Existing Conditions 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 6 Intersection Int Delay, s/veh 7.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 57 334 0 0 691 122 126 0 502 0 0 0 Future Vol, veh/h 57 334 0 0 691 122 126 0 502 0 0 0 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 -----0-0--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 5 33333433333 Mvmt Flow 63 367 0 0 759 134 138 0 552 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 903 0 - - - 0 883 - 194 Stage 1 ------493-- Stage 2 ------390-- Critical Hdwy 4.2 -----6.88 - 6.96 Critical Hdwy Stg 1 ------5.88 - - Critical Hdwy Stg 2 ------5.88 - - Follow-up Hdwy 2.25 -----3.54 - 3.33 Pot Cap-1 Maneuver 730 - 0 0 - - 281 0 812 Stage 1 - - 0 0 - - 574 0 - Stage 2 - - 0 0 - - 648 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 730 -----2540804 Mov Cap-2 Maneuver ------2540- Stage 1 ------5250- Stage 2 ------6420- Approach EB WB NB HCM Control Delay, s 1.5 0 22 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT WBT WBR Capacity (veh/h) 254 804 730 - - - HCM Lane V/C Ratio 0.545 0.686 0.086 - - - HCM Control Delay (s) 34.9 18.7 10.4 - - - HCM Lane LOS D C B - - - HCM 95th %tile Q(veh) 3 5.6 0.3 - - - ATTACHMENT 9 Attachments - Page 114 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P2: PM 2024 No Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 60 353 0 0 729 129 133 0 530 0 0 0 Future Volume (vph) 60 353 0 0 729 129 133 0 530 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 1 0 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.977 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1719 3505 0 0 3424 0 1736 0 1568 0 0 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1719 3505 0 0 3424 0 1736 0 1568 0 0 0 Link Speed (mph) 35 35 35 30 Link Distance (ft) 526 971 435 361 Travel Time (s) 10.2 18.9 8.5 8.2 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 5% 3% 3% 3% 3% 3% 4% 3% 3% 3% 3% 3% Adj. Flow (vph) 66 388 0 0 801 142 146 0 582 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 66 388 0 0 943 0 146 0 582 0 0 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 51.8% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 115 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P2: PM 2024 No Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 6 Intersection Int Delay, s/veh 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 60 353 0 0 729 129 133 0 530 0 0 0 Future Vol, veh/h 60 353 0 0 729 129 133 0 530 0 0 0 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 -----0-0--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 5 33333433333 Mvmt Flow 66 388 0 0 801 142 146 0 582 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 953 0 - - - 0 931 - 204 Stage 1 ------520-- Stage 2 ------411-- Critical Hdwy 4.2 -----6.88 - 6.96 Critical Hdwy Stg 1 ------5.88 - - Critical Hdwy Stg 2 ------5.88 - - Follow-up Hdwy 2.25 -----3.54 - 3.33 Pot Cap-1 Maneuver 699 - 0 0 - - 262 0 800 Stage 1 - - 0 0 - - 556 0 - Stage 2 - - 0 0 - - 632 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 699 -----2350792 Mov Cap-2 Maneuver ------2350- Stage 1 ------5040- Stage 2 ------6260- Approach EB WB NB HCM Control Delay, s 1.6 0 25.4 HCM LOS D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT WBT WBR Capacity (veh/h) 235 792 699 - - - HCM Lane V/C Ratio 0.622 0.735 0.094 - - - HCM Control Delay (s) 42.6 21.1 10.7 - - - HCM Lane LOS E C B - - - HCM 95th %tile Q(veh) 3.7 6.6 0.3 - - - ATTACHMENT 9 Attachments - Page 116 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P3: PM 2024 Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 78 389 0 0 766 129 142 0 530 0 0 0 Future Volume (vph) 78 389 0 0 766 129 142 0 530 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 1 0 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.978 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1719 3505 0 0 3428 0 1736 0 1568 0 0 0 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1719 3505 0 0 3428 0 1736 0 1568 0 0 0 Link Speed (mph) 35 35 35 30 Link Distance (ft) 526 971 435 361 Travel Time (s) 10.2 18.9 8.5 8.2 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 5% 3% 3% 3% 3% 3% 4% 3% 3% 3% 3% 3% Adj. Flow (vph) 86 427 0 0 842 142 156 0 582 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 86 427 0 0 984 0 156 0 582 0 0 0 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 117 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P3: PM 2024 Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 6 Intersection Int Delay, s/veh 11.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 78 389 0 0 766 129 142 0 530 0 0 0 Future Vol, veh/h 78 389 0 0 766 129 142 0 530 0 0 0 Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 -----0-0--- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 5 33333433333 Mvmt Flow 86 427 0 0 842 142 156 0 582 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 994 0 - - - 0 1030 - 224 Stage 1 ------599-- Stage 2 ------431-- Critical Hdwy 4.2 -----6.88 - 6.96 Critical Hdwy Stg 1 ------5.88 - - Critical Hdwy Stg 2 ------5.88 - - Follow-up Hdwy 2.25 -----3.54 - 3.33 Pot Cap-1 Maneuver 674 - 0 0 - - 226 0 776 Stage 1 - - 0 0 - - 506 0 - Stage 2 - - 0 0 - - 617 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver 674 -----1950769 Mov Cap-2 Maneuver ------1950- Stage 1 ------4410- Stage 2 ------6110- Approach EB WB NB HCM Control Delay, s 1.9 0 33 HCM LOS D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT WBT WBR Capacity (veh/h) 195 769 674 - - - HCM Lane V/C Ratio 0.8 0.757 0.127 - - - HCM Control Delay (s) 71.6 22.7 11.1 - - - HCM Lane LOS F C B - - - HCM 95th %tile Q(veh) 5.6 7.2 0.4 - - - ATTACHMENT 9 Attachments - Page 118 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P4: PM 2029 No Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER Lane Configurations Traffic Volume (vph)00001032 0 201 0 694 557 0 Future Volume (vph)00001032 0 201 0 694 557 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 0.88 0.97 1.00 Ped Bike Factor 0.99 0.98 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)00003505 0 1736 0 2760 3400 0 Flt Permitted 0.950 0.950 Satd. Flow (perm)00003505 0 1719 0 2760 3343 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 55 134 Link Speed (mph) 35 35 35 35 Link Distance (ft) 134 971 435 394 Travel Time (s) 2.6 18.9 8.5 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 10 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 4% 3% 3% 3% 3% Adj. Flow (vph)00001134 0 221 0 763 612 0 Shared Lane Traffic (%) Lane Group Flow (vph)00001134 0 221 0 763 612 0 Turn Type NA Prot Prot Prot Protected Phases 8 1 3 6 Permitted Phases Detector Phase 8 1 3 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 15.0 15.0 23.0 Total Split (s) 36.0 24.0 36.0 24.0 Total Split (%) 60.0% 40.0% 60.0% 40.0% Maximum Green (s) 31.0 19.0 31.0 19.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Min None None Min Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 10 10 Act Effct Green (s) 34.3 15.7 34.3 15.7 Actuated g/C Ratio 0.57 0.26 0.57 0.26 v/c Ratio 0.57 0.45 0.47 0.69 Control Delay 10.1 16.2 7.6 16.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 10.1 16.2 7.6 16.6 ATTACHMENT 9 Attachments - Page 119 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P4: PM 2029 No Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER LOS B B A B Approach Delay 10.1 9.6 16.6 Approach LOS B A B Stops (vph) 614 118 317 237 Fuel Used(gal) 14 2 6 6 CO Emissions (g/hr) 976 152 394 408 NOx Emissions (g/hr) 190 30 77 79 VOC Emissions (g/hr) 226 35 91 94 Dilemma Vehicles (#) 86 0 0 0 Queue Length 50th (ft) 122 49 64 61 Queue Length 95th (ft) 197 94 119 87 Internal Link Dist (ft) 54 891 355 314 Turn Bay Length (ft) Base Capacity (vph) 2006 587 1636 1076 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.57 0.38 0.47 0.57 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 36 (60%), Referenced to phase 8:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 11.3 Intersection LOS: B Intersection Capacity Utilization 67.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: US-20 NB & University Blvd ATTACHMENT 9 Attachments - Page 120 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P5: PM 2029 Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER Lane Configurations Traffic Volume (vph)00001223 0 248 0 694 761 0 Future Volume (vph)00001223 0 248 0 694 761 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 0.88 0.97 1.00 Ped Bike Factor 0.99 0.98 Frt 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)00003505 0 1736 0 2760 3400 0 Flt Permitted 0.950 0.950 Satd. Flow (perm)00003505 0 1719 0 2760 3343 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 36 49 Link Speed (mph) 35 35 35 35 Link Distance (ft) 134 971 435 394 Travel Time (s) 2.6 18.9 8.5 7.7 Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10 10 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 4% 3% 3% 3% 3% Adj. Flow (vph)00001344 0 273 0 763 836 0 Shared Lane Traffic (%) Lane Group Flow (vph)00001344 0 273 0 763 836 0 Turn Type NA Prot Prot Prot Protected Phases 8 1 3 6 Permitted Phases Detector Phase 8 1 3 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 15.0 15.0 23.0 Total Split (s) 36.0 24.0 36.0 24.0 Total Split (%) 60.0% 40.0% 60.0% 40.0% Maximum Green (s) 31.0 19.0 31.0 19.0 Yellow Time (s) 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 Recall Mode C-Min None None Min Walk Time (s) 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 10 10 Act Effct Green (s) 32.0 18.0 32.0 18.0 Actuated g/C Ratio 0.53 0.30 0.53 0.30 v/c Ratio 0.72 0.50 0.51 0.82 Control Delay 13.7 18.3 10.1 30.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 13.7 18.3 10.1 30.4 ATTACHMENT 9 Attachments - Page 121 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P5: PM 2029 Build 3: US-20 NB & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL2 NBL NBR SEL SER LOS B B B C Approach Delay 13.7 12.2 30.4 Approach LOS B B C Stops (vph) 872 171 393 523 Fuel Used(gal) 19 3 7 12 CO Emissions (g/hr) 1295 209 459 811 NOx Emissions (g/hr) 252 41 89 158 VOC Emissions (g/hr) 300 48 106 188 Dilemma Vehicles (#) 102 0 0 0 Queue Length 50th (ft) 183 67 88 118 Queue Length 95th (ft) 256 128 134 191 Internal Link Dist (ft) 54 891 355 314 Turn Bay Length (ft) Base Capacity (vph) 1871 574 1496 1076 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.72 0.48 0.51 0.78 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 36 (60%), Referenced to phase 8:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 17.5 Intersection LOS: B Intersection Capacity Utilization 80.9% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 3: US-20 NB & University Blvd ATTACHMENT 9 Attachments - Page 122 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A1: AM 2023 Existing Conditions 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 376 0 0 641 0 0 Future Volume (vph) 376 0 0 641 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 3505 0 0 3505 0 1845 Flt Permitted Satd. Flow (perm) 3505 0 0 3505 0 1845 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 409 0 0 697 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 409 0 0 697 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 30.6% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 123 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A1: AM 2023 Existing Conditions 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 376 0 0 641 0 0 Future Vol, veh/h 376 0 0 641 0 0 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 409 0 0 697 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 225 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 775 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----760 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)---- HCM Lane V/C Ratio ---- HCM Control Delay (s) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh)---- ATTACHMENT 9 Attachments - Page 124 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A2: AM 2024 No Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 397 0 0 677 0 0 Future Volume (vph) 397 0 0 677 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 3505 0 0 3505 0 1845 Flt Permitted Satd. Flow (perm) 3505 0 0 3505 0 1845 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 432 0 0 736 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 432 0 0 736 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.5% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 125 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A2: AM 2024 No Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 397 0 0 677 0 0 Future Vol, veh/h 397 0 0 677 0 0 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 432 0 0 736 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 236 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 763 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----749 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)---- HCM Lane V/C Ratio ---- HCM Control Delay (s) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh)---- ATTACHMENT 9 Attachments - Page 126 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A3: AM 2024 Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 311 97 0 734 0 144 Future Volume (vph) 311 97 0 734 0 144 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.964 0.865 Flt Protected Satd. Flow (prot) 3379 0 0 3505 0 1596 Flt Permitted Satd. Flow (perm) 3379 0 0 3505 0 1596 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 338 105 0 798 0 157 Shared Lane Traffic (%) Lane Group Flow (vph) 443 0 0 798 0 157 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 33.1% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 127 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A3: AM 2024 Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 311 97 0 734 0 144 Future Vol, veh/h 311 97 0 734 0 144 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 338 105 0 798 0 157 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 242 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 756 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----742 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 11.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 742 - - - HCM Lane V/C Ratio 0.211 - - - HCM Control Delay (s) 11.1 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.8 - - - ATTACHMENT 9 Attachments - Page 128 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A4: AM 2029 No Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 625 0 0 1000 0 0 Future Volume (vph) 625 0 0 1000 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 3505 0 0 3505 0 1845 Flt Permitted Satd. Flow (perm) 3505 0 0 3505 0 1845 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 679 0 0 1087 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 679 0 0 1087 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 40.5% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 129 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A4: AM 2029 No Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 625 0 0 1000 0 0 Future Vol, veh/h 625 0 0 1000 0 0 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 679 0 0 1087 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 360 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 634 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----622 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)---- HCM Lane V/C Ratio ---- HCM Control Delay (s) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh)---- ATTACHMENT 9 Attachments - Page 130 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A5: AM 2029 Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 538 115 0 1157 0 205 Future Volume (vph) 538 115 0 1157 0 205 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.974 0.865 Flt Protected Satd. Flow (prot) 3414 0 0 3505 0 1596 Flt Permitted Satd. Flow (perm) 3414 0 0 3505 0 1596 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 585 125 0 1258 0 223 Shared Lane Traffic (%) Lane Group Flow (vph) 710 0 0 1258 0 223 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.8% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 131 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A5: AM 2029 Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 538 115 0 1157 0 205 Future Vol, veh/h 538 115 0 1157 0 205 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 585 125 0 1258 0 223 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 375 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 620 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----608 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 14.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 608 - - - HCM Lane V/C Ratio 0.366 - - - HCM Control Delay (s) 14.3 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 1.7 - - - ATTACHMENT 9 Attachments - Page 132 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P1: PM 2023 Existing Conditions 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 306 0 0 396 0 0 Future Volume (vph) 306 0 0 396 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 3505 0 0 3505 0 1845 Flt Permitted Satd. Flow (perm) 3505 0 0 3505 0 1845 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 333 0 0 430 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 333 0 0 430 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 23.8% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 133 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P1: PM 2023 Existing Conditions 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 306 0 0 396 0 0 Future Vol, veh/h 306 0 0 396 0 0 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 333 0 0 430 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 187 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 820 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----804 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)---- HCM Lane V/C Ratio ---- HCM Control Delay (s) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh)---- ATTACHMENT 9 Attachments - Page 134 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P2: PM 2024 No Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 323 0 0 418 0 0 Future Volume (vph) 323 0 0 418 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 3505 0 0 3505 0 1845 Flt Permitted Satd. Flow (perm) 3505 0 0 3505 0 1845 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 351 0 0 454 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 351 0 0 454 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 24.4% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 135 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P2: PM 2024 No Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 323 0 0 418 0 0 Future Vol, veh/h 323 0 0 418 0 0 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 351 0 0 454 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 196 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 809 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----794 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)---- HCM Lane V/C Ratio ---- HCM Control Delay (s) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh)---- ATTACHMENT 9 Attachments - Page 136 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P3: PM 2024 Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 254 81 0 482 0 133 Future Volume (vph) 254 81 0 482 0 133 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.964 0.865 Flt Protected Satd. Flow (prot) 3379 0 0 3505 0 1596 Flt Permitted Satd. Flow (perm) 3379 0 0 3505 0 1596 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 276 88 0 524 0 145 Shared Lane Traffic (%) Lane Group Flow (vph) 364 0 0 524 0 145 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.9% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 137 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P3: PM 2024 Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 254 81 0 482 0 133 Future Vol, veh/h 254 81 0 482 0 133 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 276 88 0 524 0 145 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 202 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 802 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----787 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 10.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 787 - - - HCM Lane V/C Ratio 0.184 - - - HCM Control Delay (s) 10.6 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.7 - - - ATTACHMENT 9 Attachments - Page 138 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P4: PM 2029 No Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 576 0 0 639 0 0 Future Volume (vph) 576 0 0 639 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 3505 0 0 3505 0 1845 Flt Permitted Satd. Flow (perm) 3505 0 0 3505 0 1845 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 626 0 0 695 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 626 0 0 695 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 30.5% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 139 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P4: PM 2029 No Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 576 0 0 639 0 0 Future Vol, veh/h 576 0 0 639 0 0 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 626 0 0 695 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 333 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 660 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----647 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)---- HCM Lane V/C Ratio ---- HCM Control Delay (s) 0 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh)---- ATTACHMENT 9 Attachments - Page 140 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P5: PM 2029 Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 506 129 0 973 0 426 Future Volume (vph) 506 129 0 973 0 426 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.970 0.865 Flt Protected Satd. Flow (prot) 3400 0 0 3505 0 1596 Flt Permitted Satd. Flow (perm) 3400 0 0 3505 0 1596 Link Speed (mph) 35 35 20 Link Distance (ft) 453 522 344 Travel Time (s) 8.8 10.2 11.7 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 550 140 0 1058 0 463 Shared Lane Traffic (%) Lane Group Flow (vph) 690 0 0 1058 0 463 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 52.4% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 141 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P5: PM 2029 Build 11: Access 1 & University Blvd Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 8 Intersection Int Delay, s/veh 5.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 506 129 0 973 0 426 Future Vol, veh/h 506 129 0 973 0 426 Conflicting Peds, #/hr 0 10 10 0 10 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 550 140 0 1058 0 463 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 365 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.96 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.33 Pot Cap-1 Maneuver - - 0 - 0 629 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----617 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 26.3 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 617 - - - HCM Lane V/C Ratio 0.75 - - - HCM Control Delay (s) 26.3 - - - HCM Lane LOS D - - - HCM 95th %tile Q(veh) 6.7 - - - ATTACHMENT 9 Attachments - Page 142 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A1: AM 2023 Existing Conditions 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 118 0 0 85 Future Volume (vph) 0 0 118 0 0 85 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 128 0 0 92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 128 0 0 92 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 143 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A1: AM 2023 Existing Conditions 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 118 0 0 85 Future Vol, veh/h 0 0 118 0 0 85 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 128 0 0 92 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 194 84 0 0 138 0 Stage 1 138 ----- Stage 2 56 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 774 955 - - 1436 - Stage 1 871 ----- Stage 2 957 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 759 937 - - 1422 - Mov Cap-2 Maneuver 754 ----- Stage 1 862 ----- Stage 2 947 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1422 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 144 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A2: AM 2024 No Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 124 0 0 90 Future Volume (vph) 0 0 124 0 0 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 135 0 0 98 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 135 0 0 98 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.1% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 145 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A2: AM 2024 No Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 124 0 0 90 Future Vol, veh/h 0 0 124 0 0 90 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 135 0 0 98 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 204 88 0 0 145 0 Stage 1 145 ----- Stage 2 59 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 763 950 - - 1428 - Stage 1 864 ----- Stage 2 953 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 748 932 - - 1414 - Mov Cap-2 Maneuver 746 ----- Stage 1 855 ----- Stage 2 943 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1414 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 146 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A3: AM 2024 Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 24 48 97 31 87 70 Future Volume (vph) 24 48 97 31 87 70 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.910 0.963 Flt Protected 0.984 0.950 Satd. Flow (prot) 1652 0 3375 0 1752 3505 Flt Permitted 0.984 0.950 Satd. Flow (perm) 1652 0 3375 0 1752 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 26 52 105 34 95 76 Shared Lane Traffic (%) Lane Group Flow (vph) 78 0 139 0 95 76 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.8% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 147 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A3: AM 2024 Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 24 48 97 31 87 70 Future Vol, veh/h 24 48 97 31 87 70 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 26 52 105 34 95 76 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 370 90 0 0 149 0 Stage 1 132 ----- Stage 2 238 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 601 947 - - 1423 - Stage 1 877 ----- Stage 2 776 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 549 929 - - 1409 - Mov Cap-2 Maneuver 602 ----- Stage 1 868 ----- Stage 2 717 ----- Approach WB NB SB HCM Control Delay, s 10.1 0 4.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 787 1409 - HCM Lane V/C Ratio - - 0.099 0.067 - HCM Control Delay (s) - - 10.1 7.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.3 0.2 - ATTACHMENT 9 Attachments - Page 148 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A4: AM 2029 No Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 253 0 0 207 Future Volume (vph) 0 0 253 0 0 207 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 275 0 0 225 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 275 0 0 225 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 21.6% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 149 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A4: AM 2029 No Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 253 0 0 207 Future Vol, veh/h 0 0 253 0 0 207 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 275 0 0 225 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 408 158 0 0 285 0 Stage 1 285 ----- Stage 2 123 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 569 856 - - 1267 - Stage 1 735 ----- Stage 2 886 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 558 840 - - 1255 - Mov Cap-2 Maneuver 611 ----- Stage 1 728 ----- Stage 2 877 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1255 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 150 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A5: AM 2029 Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 24 58 237 31 146 247 Future Volume (vph) 24 58 237 31 146 247 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.904 0.983 Flt Protected 0.986 0.950 Satd. Flow (prot) 1644 0 3445 0 1752 3505 Flt Permitted 0.986 0.950 Satd. Flow (perm) 1644 0 3445 0 1752 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 26 63 258 34 159 268 Shared Lane Traffic (%) Lane Group Flow (vph) 89 0 292 0 159 268 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.2% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 151 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A5: AM 2029 Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 2.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 24 58 237 31 146 247 Future Vol, veh/h 24 58 237 31 146 247 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 26 63 258 34 159 268 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 747 166 0 0 302 0 Stage 1 285 ----- Stage 2 462 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 347 846 - - 1249 - Stage 1 735 ----- Stage 2 598 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 296 830 - - 1237 - Mov Cap-2 Maneuver 403 ----- Stage 1 728 ----- Stage 2 516 ----- Approach WB NB SB HCM Control Delay, s 11.6 0 3.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 634 1237 - HCM Lane V/C Ratio - - 0.141 0.128 - HCM Control Delay (s) - - 11.6 8.3 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.5 0.4 - ATTACHMENT 9 Attachments - Page 152 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P1: PM 2023 Existing Conditions 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 94 0 0 110 Future Volume (vph) 0 0 94 0 0 110 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 102 0 0 120 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 102 0 0 120 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 153 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P1: PM 2023 Existing Conditions 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 94 0 0 110 Future Vol, veh/h 0 0 94 0 0 110 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 102 0 0 120 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 182 71 0 0 112 0 Stage 1 112 ----- Stage 2 70 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 787 974 - - 1468 - Stage 1 897 ----- Stage 2 942 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 771 956 - - 1454 - Mov Cap-2 Maneuver 766 ----- Stage 1 888 ----- Stage 2 933 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1454 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 154 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P2: PM 2024 No Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 99 0 0 116 Future Volume (vph) 0 0 99 0 0 116 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 108 0 0 126 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 108 0 0 126 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 155 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P2: PM 2024 No Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 99 0 0 116 Future Vol, veh/h 0 0 99 0 0 116 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 108 0 0 126 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 191 74 0 0 118 0 Stage 1 118 ----- Stage 2 73 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 777 969 - - 1461 - Stage 1 891 ----- Stage 2 938 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 761 951 - - 1447 - Mov Cap-2 Maneuver 759 ----- Stage 1 882 ----- Stage 2 929 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1447 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 156 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P3: PM 2024 Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 29 44 78 26 100 91 Future Volume (vph) 29 44 78 26 100 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.919 0.963 Flt Protected 0.980 0.950 Satd. Flow (prot) 1661 0 3375 0 1752 3505 Flt Permitted 0.980 0.950 Satd. Flow (perm) 1661 0 3375 0 1752 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 32 48 85 28 109 99 Shared Lane Traffic (%) Lane Group Flow (vph) 80 0 113 0 109 99 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 26.2% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 157 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P3: PM 2024 Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 4.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 29 44 78 26 100 91 Future Vol, veh/h 29 44 78 26 100 91 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 32 48 85 28 109 99 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 387 77 0 0 123 0 Stage 1 109 ----- Stage 2 278 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 586 965 - - 1454 - Stage 1 900 ----- Stage 2 741 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 531 947 - - 1440 - Mov Cap-2 Maneuver 580 ----- Stage 1 891 ----- Stage 2 678 ----- Approach WB NB SB HCM Control Delay, s 10.3 0 4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 757 1440 - HCM Lane V/C Ratio - - 0.105 0.075 - HCM Control Delay (s) - - 10.3 7.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.3 0.2 - ATTACHMENT 9 Attachments - Page 158 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P4: PM 2029 No Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 201 0 0 255 Future Volume (vph) 0 0 201 0 0 255 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 218 0 0 277 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 218 0 0 277 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.6% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 159 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P4: PM 2029 No Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 201 0 0 255 Future Vol, veh/h 0 0 201 0 0 255 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 218 0 0 277 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 377 129 0 0 228 0 Stage 1 228 ----- Stage 2 149 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 595 894 - - 1330 - Stage 1 785 ----- Stage 2 860 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 583 877 - - 1317 - Mov Cap-2 Maneuver 635 ----- Stage 1 777 ----- Stage 2 851 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1317 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 160 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P5: PM 2029 Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 29 96 232 26 259 389 Future Volume (vph) 29 96 232 26 259 389 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.897 0.985 Flt Protected 0.988 0.950 Satd. Flow (prot) 1635 0 3452 0 1752 3505 Flt Permitted 0.988 0.950 Satd. Flow (perm) 1635 0 3452 0 1752 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 310 301 349 Travel Time (s) 10.6 4.1 4.8 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 32 104 252 28 282 423 Shared Lane Traffic (%) Lane Group Flow (vph) 136 0 280 0 282 423 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.1% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 161 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P5: PM 2029 Build 12: 12th W & Access 2 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 10 Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 29 96 232 26 259 389 Future Vol, veh/h 29 96 232 26 259 389 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 32 104 252 28 282 423 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1062 160 0 0 290 0 Stage 1 276 ----- Stage 2 786 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 217 854 - - 1261 - Stage 1 743 ----- Stage 2 407 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 165 838 - - 1249 - Mov Cap-2 Maneuver 257 ----- Stage 1 736 ----- Stage 2 312 ----- Approach WB NB SB HCM Control Delay, s 13.7 0 3.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 550 1249 - HCM Lane V/C Ratio - - 0.247 0.225 - HCM Control Delay (s) - - 13.7 8.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 1 0.9 - ATTACHMENT 9 Attachments - Page 162 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A1: AM 2023 Existing Conditions 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 118 0 0 85 Future Volume (vph) 0 0 118 0 0 85 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 128 0 0 92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 128 0 0 92 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 163 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A1: AM 2023 Existing Conditions 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 118 0 0 85 Future Vol, veh/h 0 0 118 0 0 85 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 128 0 0 92 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 194 84 0 0 138 0 Stage 1 138 ----- Stage 2 56 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 774 955 - - 1436 - Stage 1 871 ----- Stage 2 957 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 759 937 - - 1422 - Mov Cap-2 Maneuver 754 ----- Stage 1 862 ----- Stage 2 947 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1422 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 164 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A2: AM 2024 No Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 124 0 0 90 Future Volume (vph) 0 0 124 0 0 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 135 0 0 98 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 135 0 0 98 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.1% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 165 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A2: AM 2024 No Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 124 0 0 90 Future Vol, veh/h 0 0 124 0 0 90 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 135 0 0 98 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 204 88 0 0 145 0 Stage 1 145 ----- Stage 2 59 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 763 950 - - 1428 - Stage 1 864 ----- Stage 2 953 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 748 932 - - 1414 - Mov Cap-2 Maneuver 746 ----- Stage 1 855 ----- Stage 2 943 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1414 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 166 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A3: AM 2024 Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 129 0 0 94 Future Volume (vph) 0 0 129 0 0 94 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 140 0 0 102 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 140 0 0 102 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.2% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 167 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A3: AM 2024 Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 129 0 0 94 Future Vol, veh/h 0 0 129 0 0 94 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 140 0 0 102 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 211 90 0 0 150 0 Stage 1 150 ----- Stage 2 61 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 755 947 - - 1421 - Stage 1 859 ----- Stage 2 951 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 740 929 - - 1407 - Mov Cap-2 Maneuver 740 ----- Stage 1 850 ----- Stage 2 941 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1407 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 168 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A4: AM 2029 No Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 253 0 0 207 Future Volume (vph) 0 0 253 0 0 207 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 275 0 0 225 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 275 0 0 225 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 21.6% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 169 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A4: AM 2029 No Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 253 0 0 207 Future Vol, veh/h 0 0 253 0 0 207 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 275 0 0 225 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 408 158 0 0 285 0 Stage 1 285 ----- Stage 2 123 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 569 856 - - 1267 - Stage 1 735 ----- Stage 2 886 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 558 840 - - 1255 - Mov Cap-2 Maneuver 611 ----- Stage 1 728 ----- Stage 2 877 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1255 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 170 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings A5: AM 2029 Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 4 11 257 7 59 211 Future Volume (vph) 4 11 257 7 59 211 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.899 0.996 Flt Protected 0.988 0.950 Satd. Flow (prot) 1638 0 3491 0 1752 3505 Flt Permitted 0.988 0.950 Satd. Flow (perm) 1638 0 3491 0 1752 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 4 12 279 8 64 229 Shared Lane Traffic (%) Lane Group Flow (vph) 16 0 287 0 64 229 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.6% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 171 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC A5: AM 2029 Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 4 11 257 7 59 211 Future Vol, veh/h 4 11 257 7 59 211 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 4 12 279 8 64 229 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 546 164 0 0 297 0 Stage 1 293 ----- Stage 2 253 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 465 849 - - 1254 - Stage 1 728 ----- Stage 2 763 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 432 833 - - 1242 - Mov Cap-2 Maneuver 525 ----- Stage 1 721 ----- Stage 2 716 ----- Approach WB NB SB HCM Control Delay, s 10.1 0 1.8 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 720 1242 - HCM Lane V/C Ratio - - 0.023 0.052 - HCM Control Delay (s) - - 10.1 8.1 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0.2 - ATTACHMENT 9 Attachments - Page 172 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P1: PM 2023 Existing Conditions 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 94 0 0 110 Future Volume (vph) 0 0 94 0 0 110 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 102 0 0 120 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 102 0 0 120 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 173 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P1: PM 2023 Existing Conditions 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 94 0 0 110 Future Vol, veh/h 0 0 94 0 0 110 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 102 0 0 120 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 182 71 0 0 112 0 Stage 1 112 ----- Stage 2 70 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 787 974 - - 1468 - Stage 1 897 ----- Stage 2 942 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 771 956 - - 1454 - Mov Cap-2 Maneuver 766 ----- Stage 1 888 ----- Stage 2 933 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1454 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 174 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P2: PM 2024 No Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 99 0 0 116 Future Volume (vph) 0 0 99 0 0 116 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 108 0 0 126 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 108 0 0 126 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 175 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P2: PM 2024 No Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 99 0 0 116 Future Vol, veh/h 0 0 99 0 0 116 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 108 0 0 126 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 191 74 0 0 118 0 Stage 1 118 ----- Stage 2 73 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 777 969 - - 1461 - Stage 1 891 ----- Stage 2 938 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 761 951 - - 1447 - Mov Cap-2 Maneuver 759 ----- Stage 1 882 ----- Stage 2 929 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1447 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 176 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P3: PM 2024 Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 104 0 0 120 Future Volume (vph) 0 0 104 0 0 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 113 0 0 130 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 113 0 0 130 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 177 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P3: PM 2024 Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis EXISTING GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 104 0 0 120 Future Vol, veh/h 0 0 104 0 0 120 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 113 0 0 130 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 198 77 0 0 123 0 Stage 1 123 ----- Stage 2 75 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 769 965 - - 1454 - Stage 1 886 ----- Stage 2 936 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 754 947 - - 1440 - Mov Cap-2 Maneuver 754 ----- Stage 1 877 ----- Stage 2 927 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1440 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 178 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P4: PM 2029 No Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 201 0 0 255 Future Volume (vph) 0 0 201 0 0 255 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 1845 0 3505 0 1845 3505 Flt Permitted Satd. Flow (perm) 1845 0 3505 0 1845 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 218 0 0 277 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 218 0 0 277 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 20.6% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 179 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P4: PM 2029 No Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 201 0 0 255 Future Vol, veh/h 0 0 201 0 0 255 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 0 0 218 0 0 277 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 377 129 0 0 228 0 Stage 1 228 ----- Stage 2 149 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 595 894 - - 1330 - Stage 1 785 ----- Stage 2 860 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 583 877 - - 1317 - Mov Cap-2 Maneuver 635 ----- Stage 1 777 ----- Stage 2 851 ----- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1317 - HCM Lane V/C Ratio ----- HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - ATTACHMENT 9 Attachments - Page 180 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B Lanes, Volumes, Timings P5: PM 2029 Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 21 52 206 19 159 259 Future Volume (vph) 21 52 206 19 159 259 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 Ped Bike Factor Frt 0.904 0.987 Flt Protected 0.986 0.950 Satd. Flow (prot) 1644 0 3459 0 1752 3505 Flt Permitted 0.986 0.950 Satd. Flow (perm) 1644 0 3459 0 1752 3505 Link Speed (mph) 20 50 50 Link Distance (ft) 309 594 301 Travel Time (s) 10.5 8.1 4.1 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 23 57 224 21 173 282 Shared Lane Traffic (%) Lane Group Flow (vph) 80 0 245 0 173 282 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.6% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT 9 Attachments - Page 181 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B HCM 6th TWSC P5: PM 2029 Build 13: 12th W & Access 3 Print Date: 06/19/2023 Rexburg G2G TIS, Capacity Analysis FUTURE GEOMETRY.syn Synchro 11 Report ASG Page 12 Intersection Int Delay, s/veh 3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 21 52 206 19 159 259 Future Vol, veh/h 21 52 206 19 159 259 Conflicting Peds, #/hr 10 10 0 10 10 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 33333 Mvmt Flow 23 57 224 21 173 282 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 742 143 0 0 255 0 Stage 1 245 ----- Stage 2 497 ----- Critical Hdwy 6.86 6.96 - - 4.16 - Critical Hdwy Stg 1 5.86 ----- Critical Hdwy Stg 2 5.86 ----- Follow-up Hdwy 3.53 3.33 - - 2.23 - Pot Cap-1 Maneuver 349 875 - - 1300 - Stage 1 770 ----- Stage 2 574 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 296 858 - - 1288 - Mov Cap-2 Maneuver 396 ----- Stage 1 762 ----- Stage 2 492 ----- Approach WB NB SB HCM Control Delay, s 11.4 0 3.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 642 1288 - HCM Lane V/C Ratio - - 0.124 0.134 - HCM Control Delay (s) - - 11.4 8.2 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.4 0.5 - ATTACHMENT 9 Attachments - Page 182 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B NCHRP Report 457; Figure 2-6. Guideline for determining the need for a major-road right-turn bay at a two-way stop-controlled intersection. Intersection Movement Peak Hour Scenario Major Road # of Lanes Major Road Speed VA (veh/hr)Right Turns (veh/hr) Turn Lane Warranted? 2024 Build Four-lane 35 mph 408 97 No 2029 Build Four-lane 35 mph 653 115 No 2024 Build Four-lane 35 mph 335 81 No 2029 Build Four-lane 35 mph 635 129 No 2024 Build Four-lane 50 mph 129 31 No 2029 Build Four-lane 50 mph 268 31 No 2024 Build Four-lane 50 mph 104 26 No 2029 Build Four-lane 50 mph 258 26 No 2024 Build Four-lane 50 mph 129 0 No 2029 Build Four-lane 50 mph 264 7 No 2024 Build Four-lane 50 mph 104 0 No 2029 Build Four-lane 50 mph 225 19 No AM PM AM Access 3 & 12th West Access 2 & 12th West Access 1 & University Blvd EBR NBR NBR PM AM PM ATTACHMENT 10 Attachments - Page 183 DocuSign Envelope ID: F717A724-5640-478C-B3FA-8A37B28B622B