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Home My WebLink AboutRexburg ID TIA - 2025.02.17 (2) Prepared For: JSA Civil, LLC Prepared By: GVC Transportation Solutions February 2025 Traffic Impact Statement WinCo Foods Rexburg, Idaho GVC Transportation Solutions Traffic Impact Study – WinCo Foods Project Information Project: WinCo Foods, Rexburg, ID Prepared for: WinCo Foods 650 Armstrong Place Boise, ID 83704 208.672.2086 Reviewing Agency Jurisdiction: Rexburg, Idaho Project Representative Prepared by: GVC Transportation Solutions Contact: Ryan Shea, PTP, Senior Project Manager Project Reference: GVC #0510.008 Path: GVC Transportation Solutions (Non Gondola Projects Only)\0510 - SCJ\0510.008 Rexburg WinCo Foods\Rexburg ID TIA 2025-0217.docx Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page i Table of Contents 1 Introduction And Executive Summary .......................................................................... 4 1.1 Purpose of the Report and Study Objectives ........................................................................ 4 1.2 Site Location and Study Area ................................................................................................. 4 1.3 Development Description ...................................................................................................... 5 1.4 Findings and Conclusions ...................................................................................................... 5 2 Proposed Development ................................................................................................ 6 2.1 Site Development .................................................................................................................. 6 2.2 Project Access ........................................................................................................................ 6 2.3 Study Context ........................................................................................................................ 6 3 Existing Conditions ....................................................................................................... 8 3.1 Area Land Uses ...................................................................................................................... 8 3.2 Roadway Inventory ................................................................................................................ 8 3.3 Existing Traffic Conditions ..................................................................................................... 8 3.4 Crash History ....................................................................................................................... 12 4 Project Traffic Characteristics ..................................................................................... 13 4.1 Site-Generated Traffic Volumes .......................................................................................... 13 4.2 Site Traffic Distribution and Assignment ............................................................................. 16 5 Background Conditions .............................................................................................. 21 5.1 Roadway Network Improvements....................................................................................... 21 5.2 Future Traffic Volumes ........................................................................................................ 21 6 Traffic Operations Analysis ......................................................................................... 30 6.1 Traffic Analysis Methods and Assumptions ........................................................................ 30 6.2 Intersection Analysis ........................................................................................................... 31 6.3 N 2nd E Right Turn Warrant Analysis .................................................................................... 35 6.4 Moody Road Right Turn Warrant Analysis .......................................................................... 36 7 Summary and Mitigation ............................................................................................ 38 Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page ii List of Tables Table 1. Intersection Collision Summary - 01/01/2021 through 12/31/2023 ........................................ 12 Table 2. ITE Trip Generation Rates for Supermarket .............................................................................. 14 Table 3. AM Peak Hour Project Trip Generation ..................................................................................... 14 Table 4. PM Peak Hour Project Trip Generation ..................................................................................... 14 Table 5. Daily Peak Hour Project Trip Generation .................................................................................. 15 Table 6. ITE Trip Generation Rates for Shopping Plaza (40-150k) – Supermarket - Yes ......................... 16 Table 7. Project Trip Generation ............................................................................................................. 16 Table 8. Level of Service Criteria ............................................................................................................. 30 Table 9. 2024 Existing AM and PM Peak Hour Intersection Operations ................................................. 31 Table 10. 2026 Phase 1 Opening AM Peak Hour Intersection Operations ............................................. 32 Table 11. 2026 Phase 1 Opening PM Peak Hour Intersection Operations ............................................. 33 Table 12. 2031 Phase 2 Opening AM Peak Hour Intersection Operations ............................................. 34 Table 13. 2031 Phase2 Opening PM Peak Hour Intersection Operations .............................................. 34 List of Figures Figure 1. Site Vicinity Map ........................................................................................................................ 4 Figure 2. Preliminary Site Plan .................................................................................................................. 7 Figure 3. Intersection Channelization and Control ................................................................................... 9 Figure 4. Existing 2024 AM Peak Hour Traffic Volumes .......................................................................... 10 Figure 5. Existing 2024 PM Peak Hour Traffic Volumes .......................................................................... 11 Figure 6. Phase 1 AM Peak Hour Site Generated Traffic Volumes ......................................................... 17 Figure 7. Phase 1 PM Peak Hour Site Generated Traffic Volumes .......................................................... 18 Figure 8. Phase 2 AM Peak Hour Site Generated Traffic Volumes ......................................................... 19 Figure 9. Phase 2 PM Peak Hour Site Generated Traffic Volumes .......................................................... 20 Figure 10. Projected Baseline 2026 AM Peak Hour Traffic Volumes ...................................................... 22 Figure 11. Projected Baseline 2026 PM Peak Hour Traffic Volumes ...................................................... 23 Figure 12. Projected Baseline 2031 AM Peak Hour Traffic Volumes ...................................................... 24 Figure 13. Projected Baseline 2031 PM Peak Hour Traffic Volumes ...................................................... 25 Figure 14. Projected 2026 AM Peak Hour Traffic Volumes With Phase 1. ............................................. 26 Figure 15. Projected 2026 PM Peak Hour Traffic Volumes With Phase 1 ............................................... 27 Figure 16. Projected 2031 AM Peak Hour Traffic Volumes With Phase 2 .............................................. 28 Figure 17. Projected 2031 PM Peak Hour Traffic Volumes With Phase 2 ............................................... 29 Figure 18. N 2nd E Driveway..................................................................................................................... 36 Figure 19.Moody Road Site Driveways ................................................................................................... 37 Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page iii List of Appendices Appendix A Traffic Count Data Appendix B Traffic Volume Calculations Appendix C Operational Analysis Worksheets Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 4 1 Introduction And Executive Summary 1.1 Purpose of the Report and Study Objectives WinCo Foods is proposing to construct an approximate 84,000 square foot WinCo Foods store and approximalty 48,000 sqft of commercial space to be developed over two phases. The project site is located on vacant land in Rexburg, Idaho. A Traffic Scoping Analysis for the proposed project was prepared and submitted to the City of Rexburg in September of 2024. The scoping analysis identified potential project trip-making characteristics including trip generation and assignment, and suggested parameters for analysis of project-related traffic impacts. Since the 2024 submittal the City has provided comments and the project has been revised. Based on the comments received and the updated site plan, the trip generation and assignment has been updated. The purpose of this Traffic Impact Study (TIS) is to evaluate existing and future traffic conditions in the vicinity of this site and to determine what, if any, potential traffic impacts might be associated with the development of this project. This TIS will form the basis for determining the need for any traffic-related project mitigation. It has been prepared in accordance with City of Rexburg standards and guidance as provided in the Madison County Transportation Master Plan (2015). 1.2 Site Location and Study Area The proposed project will be located on vacant land adjacent to an existing commercial development along E Moody Road. The WinCo Foods project will be developed on an approximate 12.58-acre lot. It is expected that the site will be developed in two phases; Phase 1 includes the WinCo Foods store to be opened by 2026 and Phase 2 includes the addition of the commercial space to be opened by 2031. Figure 1 illustrates the site vicinity and the transportation network serving the project area. The study area includes following intersections: • N Salem Highway at US 20 SB Ramps • N Salem Highway at US 20 NB Ramps • N 2nd E at E Moody Road • Idaho 33 at E Moody Road • Site Driveways Figure 1. Site Vicinity Map Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 5 1.3 Development Description The proposed project will construct a new WinCo Foods store that will provide approximately 84,000-sf building and a 7,000-sf cross dock facility. The project also includes the development of three commercial pads to provide an approximate 48,000-sqft of commercial space. The project site is located on vacant land, adjacent to an existing commercial development along E Moody Road. The WinCo Foods project will be developed on a 12.58-acre lot and will be constructed in two phases; Phase 1 includes the WinCo Foods store to be opened by 2026 and Phase 2 includes the addition of the commercial space to be opened by 2031. Access to the overall commercial site will be provided by five driveways, two existing and three proposed. There is one existing full access driveway provided along E Moody Road that serves existing businesses near N 2nd. A second full access driveway is currently under construction and will serve the proposed project as well as the in-construction strip retail building. The project proposes three additional driveways, two right-in-right-out (RIRO) driveways along E Moody Road and one RIRO driveway along N 2nd. 1.4 Findings and Conclusions Operational analysis has been prepared for AM and PM peak hour forecasted traffic volumes for the Phase 1 2026 project opening year and for the Phase 2 2031 opening year. This analysis indicates that: • Phase 1 will generate a total of 215 new-to-network AM peak hour trips, and 474 new-to- network trips during the PM peak hour. • Phase 2 will generate a total of 431 new-to-network AM peak hour trips, and 647 new-to- network trips during the PM peak hour. • All intersections are expected to operate within their LOS standards in the 2026 horizon year during both the AM and PM peak hours with and without the project, with the following improvements: o A northbound right turn lane on N 2nd E at the site driveway o An eastbound right turn lane on Moody Road at the west site driveway. • The site driveway along N 2nd E and the west site driveway along Moody Rd both meet right- turn-lane warrants. • All intersections are expected to operate within their LOS standards in the 2031 horizon year during the AM peak hour with and without the project. • Multiple intersections are projected to operate below LOS C in the 2031 horizon during the PM peak hour. An internal connection south to Stationary Road would mitigate most of these locations and is recommended prior to construction of the WinCo Foods commercial pads. Additional spot improvements have been identified that could be considered as traffic increases. Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 6 2 Proposed Development 2.1 Site Development The proposed project will construct a new WinCo Foods store that will provide an 84,000-sf building and a 7,000-sf cross dock facility. The project also includes the development of three commercial pads to provide approximately 48,000-sqft of commercial space. The project site is located on vacant land, adjacent to an existing commercial development along E Moody Road. The WinCo Foods project will be developed on a 12.58-acre lot and will be constructed in two phases; Phase 1 includes the WinCo Foods store to be opened by 2026 and Phase 2 includes the addition of the commercial space to be opened by 2031. A preliminary site plan for the project presented in Figure 2. 2.2 Project Access Access to the overall commercial site will be provided by five driveways, two existing and three proposed. There is one existing full access driveway provided along E Moody Road that serves existing businesses near N 2nd. A second full access driveway is currently under construction and will serve the proposed project as well as the in-construction strip retail building. The project proposes three additional driveways, two right-in-right-out (RIRO) driveways along E Moody Road and one RIRO driveway along N 2nd. 2.3 Study Context A Traffic Scoping Analysis for the proposed project was prepared and submitted to City of Rexburg in September of 2024. The scoping analysis identified potential project trip-making characteristics including trip generation and assignment, and suggested parameters for analysis of project-related traffic impacts. Since the 2024 submittal the City has provided comments and the project has been revised. Based on the comments received and the updated site plan, the trip generation and assignment has been updated. The analysis covered in this report focuses on existing, year of completion, and five-year horizon of the site access drives and the following study intersections: • N Salem Highway at US 20 SB Ramps • N Salem Highway at US 20 NB Ramps • N 2nd E at E Moody Road • Idaho 33 at E Moody Road • Site Driveways Operational analysis has been prepared during the AM peak hour and PM peak hour for the existing 2024 and forecasted operations in the 2026 Phase 1 opening year and 2031 Phase 2 opening year. Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 7 Figure 2. Preliminary Site Plan Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 8 3 Existing Conditions 3.1 Area Land Uses The WinCo Foods project will be located south of Moody Road and east of N 2nd E on property that is currently vacant and zoned for community business center (CBC) and planned for commercial use. These designations are consistent with the proposed development. Land uses in the surrounding area largely include commercial, residential and agricultural land uses. 3.2 Roadway Inventory 3.2.1 N 2nd E N 2nd E is a north/south principal arterial. Within the study area this roadway has two travel lanes in each direction with a two-way-left-turn-lane (TWLTL). Within the study area, sidewalks are provided intermittently along both sides of the road. N 2nd E has a speed limit of 45 mph. 3.2.2 Idaho 33 Idaho 33 is a north/south principal arterial. Within the study area this roadway has one travel lane in each direction with a paved non-motorized path along the west side of the roadway. Within the study area, Idaho 33 has a speed limit of 55 mph. 3.2.3 Moody Road Moody Road is an east/west minor arterial providing one travel in each direction with a two-way-left- turn-lane (TWLTL). Within the study area this roadway provides sidewalks along the north side of the roadway and along newly developed areas along the south side. Moody Road has a posted speed limit of 35 mph. 3.2.4 US 20 US 20 is a north/south expressway providing two travel lanes in each direction. Within the study area, US 20 has a speed limit of 70 mph. A summary of the existing intersection channelization and control type for each of the study area intersections is provided in Figure 3. 3.3 Existing Traffic Conditions TC2, a transportation data collection service, provided AM and PM peak hour turning movement counts for the study area intersections. The counts were conducted on Wednesday October 23, 2024 between the hours of 7:00 am and 9:00 am and between 4:00 pm to 6:00 pm. Intersections counted included: • N Salem Highway at US 20 SB Ramps • N Salem Highway at US 20 NB Ramps • N 2nd E at E Moody Road • Idaho 33 at E Moody Road Existing 2024 AM peak hour turning movement counts are shown in Figure 4 and PM peak hour in Figure 5. The count data is included in Appendix A. W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 3 In t e r s e c t i o n C h a n n e l i z a t i o n an d C o n t r o l LE G E N D St o p S i g n Tr a v e l L a n e / C h a n n e l i z a t i o n 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d Tr a f f i c S i g n a l 2 31 4 Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 4 Ex i s Ɵng 2 0 2 4 A M P e a k H o u r Tr a ffic V o l u m e s 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 510 265 365 180 140 590 5 5 5 120 385 5 11 0 810 5 75 505 1 5 2 5 2 5 25 105 40 35 200 50 0 035 22 0 100 3 1 5 5 8 0 695 35 2 31 4 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 5 Ex i s Ɵng 2 0 2 4 P M P e a k H o u r Tr a ffic V o l u m e s 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 345 440 690 345 310 1010 0 5 5 1 5 385 730 5 29 5 580 15 70 505 7 0 5 0 6 0 40 190 60 30 175 65 0 525 20 5 65 2 7 0 0 1 0 0 515 35 2 31 4 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 12 3.4 Crash History Crash data was obtained from The Idaho Transportation Department (ITD) Office of Highway Safety website for the study area intersections The data includes all reported collisions occurring over the most current complete three-year span which includes January 1, 2021 through December 31, 2023. A collision frequency rate per Millions of Entering Vehicles (MEV) was calculated for the study intersections based on the following formula: Collision Rate = 1,000,000 X Total Collisions 365 X Number of Years X Average Daily Entering Traffic Collision rates were calculated for each intersection experiencing crashes using average daily volumes and the number of collisions reported per intersection. Generally crash rates above one crash per million entering vehicles (CEMV) are considered a possible safety concern and warrant further analysis and possible mitigation. None of the study intersections have an existing crate rate above this threshold. Collision data for the study intersections has been summarized in Table 1. Table 1. Intersection Collision Summary - 01/01/2021 through 12/31/2023 Intersection Total Reported Collisions Total Fatal/ Serious Total Injuries Average Collisions per Year Average Daily Entering Traffic Collisions per MEV N Salem Highway at US 20 SB Ramps 13 0 6 4.3 14,300 0.498 N Salem Highway at US 20 NB Ramps 21 0 5 7.0 19,120 0.602 N 2nd E at E Moody Road 23 1 12 7.7 22,180 0.568 Idaho 33 at E Moody Road 9 0 4 3.0 7,870 0.627 Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 13 4 P roject Traffic Characteristics The project-related characteristics having the most effect on area traffic conditions are peak hour trip generation and the directional distribution of traffic volumes on the surrounding roadway network. 4.1 Site -Generated Traffic Volumes The vehicle trip generation has been prepared for both Phase 1 and Phase 2. Phase 1 includes the WinCo Foods store as a stand-alone project. When Phase 2 is constructed, the site will function like a shopping plaza which falls under a different land use category. The specific trip generation characteristics for each phase are described below. 4.1.1 Phase 1 – WinCo Foods Store Vehicle trip generation for the WinCo Foods store was estimated using the rates contained in the 11th edition of the Trip Generation Manual published by the Institute of Transportation Engineers (ITE). For the proposed WinCo Foods, the land-use category “Supermarket” (land-use code 850) was used. For this analysis, the “fitted-curve” equation was used when available to estimate trips in preference to using the average trip rate as this approach was recommended by ITE. Internal Capture Internal capture calculations were prepared to reflect the on-site interaction between the existing uses (drive-through restaurant, credit union, and urgent care center) and the proposed project. It is assumed that 10% of the project trips will occur from the existing uses during the AM peak hour and 7% during the PM peak hour. Pass-By It is anticipated that this project will attract some traffic from people already driving on the area roadways. These trips are not new trips added to the local roadways (primary trips) but represent “pass-by” trips according to the following definition: Pass-by trips: Pass-by trips are trips made as an intermediate stop from an origin to a primary destination (i.e., stopping to shop on the way home from work) by vehicles passing directly by the project driveway. The pass-by percentage for Supermarket during the PM peak hour is 24%, which was taken from the 11th edition of the Trip Generation Manual by ITE. The pass-by trips were assigned to N 2nd E. 4.1.2 Trip Generation Rates The trip generation rates used for the Supermarket land use category are shown in Table 1. Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 14 Table 2. ITE Trip Generation Rates for Supermarket Peak Period Unit Trip Rate Internal Capture % Pass-By % Enter % Exit % AM peak hour of Adjacent Street 1,000 sq ft 2.86 10% N/A 59% 41% PM peak hour of Adjacent Street 1,000 sq ft 7.991 7% 24% 50% 50% Daily 1,000 sq ft 89.811 7% 24% 50% 50% 1. Fitted Curve Equation was used In addition to the trips generated by the WinCo Foods store, the cross-dock facility proposed on site will generate additional trips. This proposed use is not easily applicable to a land use category provided in the ITE Trip Generation Manual; however, WinCo has identified that 7-8 trucks will utilize this facility each day, which equates to 14-16 daily truck trips. For this study one truck (two trips) is assumed to occur during each peak hour. The total trip generation expected from this project is calculated by applying the unit measure for the land use category to the appropriate trip generation rate. The trip generation for the proposed WinCo Foods project is shown in Tables 3 - 5 below. Table 3. AM Peak Hour Project Trip Generation Peak Period Size Total Trips Internal Capture Pass-By Trips New-to-Network Trips Enter Exit Total WinCo Foods Store 84.0 240 25 0 127 88 215 Cross Dock - 2 0 0 1 1 2 Total Trips - 242 25 0 128 89 217 Table 4. PM Peak Hour Project Trip Generation Peak Period Size Total Trips Internal Capture Pass-By Trips New-to-Network Trips Enter Exit Total WinCo Foods Store 84.0 671 47 150 237 237 474 Cross Dock - 2 0 0 1 1 2 Total Trips - 673 47 150 238 238 476 Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 15 Table 5. Daily Peak Hour Project Trip Generation Peak Period Size Total Trips Internal Capture Pass-By Trips New-to-Network Trips Enter Exit Total WinCo Foods Store 84.0 7,544 528 1,684 2,666 2,666 5,332 Cross Dock - 16 0 0 8 8 16 Total Trips - 7,560 528 1,684 2,674 2,674 5,348 4.1.3 Phase 2 –WinCo Foods and Commercial Space Vehicle trip generation was estimated using the rates contained in the 11th edition of the Trip Generation Manual published by the Institute of Transportation Engineers (ITE). For the proposed full build out of the WinCo Foods project, the land-use category “Shopping Plaza (40-150k) – Supermarket - Yes” (land-use code 821) was used. For this analysis, the “fitted-curve” equation was used when available to estimate trips in preference to using the average trip rate as this approach was recommended by ITE. Internal Capture Internal capture calculations were prepared to reflect the on-site interaction between the existing uses (drive-through restaurant, credit union, and urgent care center) and the proposed project. It is assumed that 8% of the project trips will occur from the existing uses during the AM peak hour and 5% during the PM peak hour. Pass-By It is anticipated that this project will attract some traffic from people already driving on the area roadways. These trips are not new trips added to the local roadways (primary trips) but represent “pass-by” trips according to the following definition: Pass-by trips: Pass-by trips are trips made as an intermediate stop from an origin to a primary destination (i.e., stopping to shop on the way home from work) by vehicles passing directly by the project driveway. The 11th edition of the Trip Generation Manual by ITE provides data on pass-by characteristics for certain land use categories. The pass-by percentage for Shopping Plaza (40-150k) during the PM peak hour is 40%. The pass-by trips were assigned to N 2nd E. The trip generation rates used for the Shopping Plaza (40-150k) – Supermarket - Yes land use category are shown in Table 6. Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 16 Table 6. ITE Trip Generation Rates for Shopping Plaza (40-150k) – Supermarket - Yes Peak Period Unit Trip Rate Internal Capture % Pass-By % Enter % Exit % AM peak hour of Adjacent Street 1,000 sq ft 3.53 8% N/A 62% 38% PM peak hour of Adjacent Street 1,000 sq ft 8.571 5% 40% 48% 52% Daily 1,000 sq ft 94.49 5% 40% 50% 50% 1. Fitted Curve Equation was used The total trip generation expected from this project is calculated by applying the unit measure for the land use category to the appropriate trip generation rate. The trip generation for the proposed WinCo Foods project is shown in Table 7 below. Table 7. Project Trip Generation Peak Period Size Total Trips Internal Capture Pass- By Trips New-to-Network Trips Enter Exit Total AM peak hour of Adjacent Street 132.00 466 35 0 267 164 431 PM peak hour of Adjacent Street 132.00 1,131 52 432 311 336 647 Daily 132.00 12,473 573 4,760 3,570 3,570 7,140 4.2 Site Traffic Distribution and Assignment For this study, the regional distribution of traffic to and from the proposed project was estimated based on locations and densities of the existing residential neighborhoods and employment areas. The regional traffic distribution percentages provided in the September 2024 traffic scoping materials was revised per comments provided by city staff. Traffic assignments were also presented in the scoping materials, based on an initial assessment of which driveways would be used. These driveway assignments have been modified to reflect the changes in driveway access and are based on the operational performance of the driveways, such that all of the site driveways would achieve an acceptable level of service. The regional traffic distribution percentages and site traffic assignment for the proposed development are shown in Figure 6 and 7 for Phase 1 and in Figures 8 and 9 for Phase 2. W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 6 Ph a s e 1 A M P e a k H o u r Si t e G e n e r a t e d T r a f f i c V o l u m e s Pr o j e c t T r i p s Pr i m a r y T r i p s In b o u n d O u t b o u n d T o t a l 12 8 8 9 2 1 7 Pa s s - B y T r i p s In b o u n d O u t b o u n d T o t a l 00 0 To t a l T r i p s In b o u n d O u t b o u n d T o t a l 12 8 8 9 21 7 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s Le g e n d XX % Pr i m a r y T r i p D i s t r i b u t i o n P e r c e n t a g e (X X ) Pa s s - B y T r a f f i c V o l u m e s (X X % ) Pa s s - B y T r i p D i s t r i b u t i o n P e r c e n t a g e XX Pr i m a r y T r a f f i c V o l u m e s 25 % 40 % 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 10 % 6 4 10 % 10 % 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 5% 13 9 36 45 18 1 19 12 2 36 13 9 6 19 8 22 19 6 40 0 24 34 0 32 9 22 13 4 58 51 0 36 36 2 3 5 8 7 1 4 6 Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 7 Ph a s e 1 P M P e a k H o u r Si t e G e n e r a t e d T r a f f i c V o l u m e s Pr o j e c t T r i p s Pr i m a r y T r i p s In b o u n d O u t b o u n d T o t a l 23 8 2 3 8 4 7 6 Pa s s - B y T r i p s In b o u n d O u t b o u n d T o t a l 90 6 0 1 5 0 To t a l T r i p s In b o u n d O u t b o u n d T o t a l 32 8 2 9 8 62 6 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s Le g e n d XX % Pr i m a r y T r i p D i s t r i b u t i o n P e r c e n t a g e (X X ) Pa s s - B y T r a f f i c V o l u m e s (X X % ) Pa s s - B y T r i p D i s t r i b u t i o n P e r c e n t a g e XX Pr i m a r y T r a f f i c V o l u m e s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 12 12 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 24 24 107 (30) 96 83 48 1 (60%) (40%) 36 35 5 24 17 36 23 41 36 18 (30) 106 46 ( 3 0 ) 6 1 0 (-30) 59 24 59 24 11 95 ( 3 0 ) (45) 95 (45-) 0 96 ( 4 5 ) 95 25 % 40 % 10 % 10 % 10 % 5% 24 2 3 5 8 7 1 4 6 Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 8 Ph a s e 2 A M P e a k H o u r Si t e G e n e r a t e d T r a f f i c V o l u m e s Pr o j e c t T r i p s Pr i m a r y T r i p s In b o u n d O u t b o u n d T o t a l 26 8 1 6 5 4 3 3 Pa s s - B y T r i p s In b o u n d O u t b o u n d T o t a l 00 0 To t a l T r i p s In b o u n d O u t b o u n d T o t a l 26 8 1 6 5 43 3 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s Le g e n d XX % Pr i m a r y T r i p D i s t r i b u t i o n P e r c e n t a g e (X X ) Pa s s - B y T r a f f i c V o l u m e s (X X % ) Pa s s - B y T r i p D i s t r i b u t i o n P e r c e n t a g e XX Pr i m a r y T r a f f i c V o l u m e s 25 % 40 % 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 10 % 13 8 10 % 10 % 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 5% 27 17 67 94 34 1 40 23 2 66 27 16 11 40 14 47 40 12 74 0 49 72 0 67 17 41 27 8 121 107 0 67 66 2 3 5 8 7 1 4 6 Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 9 Ph a s e 2 P M P e a k H o u r Si t e G e n e r a t e d T r a f f i c V o l u m e s Pr o j e c t T r i p s Pr i m a r y T r i p s In b o u n d O u t b o u n d T o t a l 31 2 3 3 7 6 4 7 Pa s s - B y T r i p s In b o u n d O u t b o u n d T o t a l 20 8 2 2 4 4 3 2 To t a l T r i p s In b o u n d O u t b o u n d T o t a l 51 9 5 6 0 1, 0 7 9 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s Le g e n d XX % Pr i m a r y T r i p D i s t r i b u t i o n P e r c e n t a g e (X X ) Pa s s - B y T r a f f i c V o l u m e s (X X % ) Pa s s - B y T r i p D i s t r i b u t i o n P e r c e n t a g e XX Pr i m a r y T r a f f i c V o l u m e s 25 % 20 % 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 10 % 16 16 10 % 30 % 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 5% 31 34 140 (86) 137 109 68 1 (60%) (40%) 47 49 5 31 34 24 47 30 54 47 25 (130) 150 59 ( 8 6 ) 8 1 0 (-86) 78 34 84 31 15 13 5 ( 8 6 ) (130) 125 (130-) 0 13 7 ( 1 3 0 ) 67 2 3 5 8 7 1 4 6 Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 21 5 Background Conditions 5.1 Roadway Network Improvements The City of Rexburg 5-year Capital Improvement Plan was reviewed for planned roadway improvements within the study area. No roadway projects were identified. City staff have identified plans for a future connection from the project site south to Stationary Road. This access connection will provide the project site with access to the signal at Stationary Road and N 2nd E. Through coordination with City staff, the proposed WinCo Foods project will dedicate easement for construction of this connection. Based on the uncertain timeline for this connection is has not been included in the baseline analysis. 5.2 Future Traffic Volumes Traffic volume forecasts were prepared for weekday AM and PM peak hour conditions for the Phase 1 2026 opening year and the Phase 2 2031 project opening year. The future traffic volume forecast includes non-specific background traffic growth, pipeline development traffic and estimated traffic generated by the proposed WinCo Foods project. Future year non-project related traffic volumes were estimated based on a background traffic growth rate of 3%, which was provided from a recently approved TIS located within the study area. In addition to the background growth accounted two pipeline development projects have been identified near the study area and have been included in the forecast: • Strip Retail. This project is located withing the same commercial center as the proposed WinCo Foods project along Moody Road. This project includes constructing 12,00-sqft of retail space. • Teton River Temple. This project is located north of the project site along N 2nd E, just south of US 20. These volumes were added to the baseline traffic volumes to estimate the 2026 and 2031 AM and PM peak hour conditions. Baseline Traffic volumes are shown in Figures 10 - 13. The baseline traffic volumes for 2031 include the Phase 1 project traffic. Traffic volumes including project traffic are shown in Figures 14 -17. The traffic volume calculations for the study intersections are included in Appendix B. W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 1 0 Pr o j e c t e d 2 0 2 6 A M P e a k H o u r Ba s e l i n e T r a ffic V o l u m e s 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 560 290 405 205 175 2010 5 2 0 1 0 1 0 130 440 55 12 0 870 25 110 605 1 5 3 0 3 0 25 110 45 40 210 65 0 040 30 0 105 3 6 0 5 8 5 825 35 2 31 4 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 1 1 Pr o j e c t e d 2 0 2 6 P M P e a k H o u r Ba s e l i n e T r a ffic V o l u m e s 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 385 485 775 395 365 2014 0 3 5 1 5 3 0 415 795 40 32 0 635 30 105 605 7 5 6 0 7 5 40 200 65 30 185 80 0 530 26 5 70 3 1 0 0 1 0 5 615 35 2 31 4 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 1 2 Pr o j e c t e d 2 0 3 1 A M P e a k H o u r Ba s e l i n e T r a ffic V o l u m e s 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 650 335 475 240 220 2012 5 2 0 1 0 1 5 145 535 55 17 0 990 30 175 755 2 0 3 5 4 0 30 125 50 45 240 85 0 045 36 5 120 4 2 0 5 1 0 0 975 40 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 50 700 5 22 0 95 5 35 1,155 5 22 0 90 20 18 0 15 5 0 9 5 2 0 10 0 50 20 0 15 10 2 3 5 8 7 1 4 6 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 1 3 Pr o j e c t e d 2 0 3 1 P M P e a k H o u r Ba s e l i n e T r a ffic V o l u m e s 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 460 575 925 470 470 2516 5 3 5 1 5 3 0 475 1,000 40 49 0 690 35 255 805 8 5 8 0 1 0 5 45 230 75 35 210 115 0 030 35 5 80 3 7 5 0 1 2 0 775 40 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 140 1,370 5 27 0 27 0 5 14 0 985 15 27 0 26 0 40 20 5 20 1 3 0 2 5 5 3 0 25 0 175 45 0 30 20 2 3 5 8 7 1 4 6 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 1 4 Pr o j e c t e d 2 0 2 6 A M P e a k H o u r Tr a ffic V o l u m e s W i t h P h a s e 1 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 575 295 420 210 195 2011 0 2 0 1 0 1 0 130 480 55 15 5 870 25 165 705 1 5 3 5 4 0 25 110 45 40 210 75 0 040 33 0 105 3 7 0 5 8 5 870 35 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 50 625 5 19 5 85 5 35 1,020 5 19 5 85 20 16 0 15 5 0 8 5 2 0 10 0 50 20 0 15 10 2 3 5 8 7 1 4 6 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 1 5 Pr o j e c t e d 2 0 2 6 P M P e a k H o u r Tr a ffic V o l u m e s W i t h P h a s e 1 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 410 510 820 415 425 2015 0 3 5 1 5 3 0 415 890 40 44 5 605 30 245 755 7 5 7 5 1 0 0 40 200 65 30 185 105 0 530 32 5 70 3 3 5 0 1 0 5 695 35 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 5 24 0 24 5 5 15 24 0 23 0 40 17 5 20 1 3 0 2 2 5 3 0 25 0 175 45 0 30 20 140 1,205 14 0 880 2 3 5 8 7 1 4 6 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 1 6 Pr o j e c t e d 2 0 3 1 A M P e a k H o u r Tr a ffic V o l u m e s W i t h P h a s e 2 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 665 345 490 245 235 2012 5 2 0 1 0 1 5 145 565 55 20 0 990 30 240 805 2 0 4 0 5 0 30 125 50 45 240 100 0 045 40 0 120 4 3 5 5 1 0 0 1,025 40 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 5 24 0 10 5 5 10 24 0 10 0 45 18 0 15 8 5 1 2 0 2 0 15 0 85 45 0 15 10 105 700 65 1,185 2 3 5 8 7 1 4 6 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N W i n C o F o o d s Re x b u r g , I d a h o Tr a f f i c I m p a c t S t u d y Pr o j e c t Si t e Fi g u r e 1 7 Pr o j e c t e d 2 0 3 1 P M P e a k H o u r Tr a ffic V o l u m e s W i t h P h a s e 2 1) N S a l e m H w y a t US 2 0 S B R a m p s 2) N S a l e m H w y a t US 2 0 N B R a m p s 3) N 2 n d E a t E M o o d y R o a d 4) I d a h o 3 3 a t E M o o d y R d 465 585 945 480 495 2517 0 3 5 1 5 3 0 475 1,040 40 58 5 635 35 345 855 8 5 8 5 1 1 5 45 230 75 35 210 125 0 530 37 5 80 3 8 0 0 1 2 0 800 40 5) S i t e D r w y a t E M o o d y R d 6) S i t e D r w y a t E M o o d y R d 8) S i t e D r w y a t N 2 n d E 7) S i t e D r w y a t E M o o d y R d 5 28 0 28 5 5 25 28 0 26 5 50 20 5 20 2 0 5 2 6 5 3 0 30 0 320 55 0 30 20 255 1,285 26 5 955 2 3 5 8 7 1 4 6 Le g e n d Pe a k H o u r T r a ffic V o l u m e XX X Id a h o 3 3 N 2nd E E M o o d y R d N Salem Hwy US 2 0 N Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 30 6 Traffic Operations Analysis Traffic analyses were conducted to identify any deficiencies within the study area for the weekday AM or PM peak hour in the 2026 Phase 1 project opening year and the 2031 Phase 2 project opening year. 6.1 Traffic Analysis Methods and Assumptions 6.1.1 Methods and Assumptions The acknowledged source for determining overall capacity for arterial segments and independent intersections is the current edition of the Highway Capacity Manual (HCM) published by the Transportation Research Board (TRB). Intersection analysis was performed using the Synchro software package (version 12). This software implements the methods of the 7th Edition HCM. For signalized operations, the Level of Service (LOS) and individual volume/capacity (V/C) ratios are reported using the 7th Edition HCM. For unsignalized intersections all movements are reported. For the future year analysis scenarios, signal timings were optimized to account for changes in the traffic volumes. 6.1.2 Mobility Standards LOS is a qualitative term describing operating conditions a driver will experience while traveling on a street or highway during a specific time interval. LOS ranges from A (very little delay) to F (long delays and congestion). For signalized intersections, the overall LOS grade represents the weighted average vehicular delay (in seconds) of all movements at the intersection. For intersections under minor street stop-sign control, the LOS of the most difficult movement (typically the minor street left turn) is used to represent the intersection’s performance. The LOS/delay criteria for stop sign-controlled intersections are different than for signalized intersections because driver expectation is that a signalized intersection is designed to carry higher traffic volumes and experience greater delay. Table 8 shows the Level of Service criteria for stop-controlled intersections and signalized intersections. City staff have identified a LOS C as the accepted minimum standard for the study area intersections. Table 8. Level of Service Criteria Level of Service Stop-Controlled Intersection Average Control Delay (seconds/vehicle) Traffic Signal Intersection Average Control Delay (seconds/vehicle) A ≤ 10 ≤ 10 B > 10-15 > 10-20 C > 15-25 > 20-35 D > 25-35 > 35-55 E > 35-50 > 55-80 F > 50 > 80 Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 31 6.2 Intersection Analysis Intersection operations analysis was conducted for the following scenarios: • Existing 2024 traffic volumes • Projected baseline traffic volumes for 2026 Phase 1 opening year. • Projected baseline traffic volumes for 2031 Phase 2 opening year, which includes Phase 1 project traffic. • Projected traffic volumes with the addition of project traffic for 2026 and 2031. Detailed traffic operations analysis worksheets are included in Appendix C. 6.2.1 2024 Intersection Operations Analysis Table 9 presents a summary of traffic operations analysis results for study intersections in the 2024 base year AM and PM peak hours. These results are based on the traffic volumes collected in October of 2024 as previously described. As indicated in the table, all study area intersections are currently operating within their proscribed mobility standard of LOS C. Table 9. 2024 Existing AM and PM Peak Hour Intersection Operations 1. Two-way Stop Control 2. Worst movement 6.2.2 2026 Phase 1 Year of Opening Intersection Operations Analysis Table 10 summarizes traffic operations analysis results for 2026 AM peak hour traffic conditions with and without the proposed Phase 1 WinCo Foods store project. As discussed in section 4, the project trip assignments were modified from the original scoping materials to account for city comments and the intersection analysis results, balancing the volumes across the different site driveways to achieve acceptable performance. This reflects the typical behavior of drivers as they would be expected to select a driveway for entering and exiting that presents a reasonable, and not excessive, amount of vehicle congestion and delay. As indicated in the table, all intersections are expected to operate within their applicable LOS C standard without and with project traffic. Project site driveways are all expected to operate at LOS C or better. Traffic Control Mobility Standard AM Peak Hour PM Peak Hour No Intersection V/C Delay LOS V/C Delay LOS 1 N Salem Highway at US 20 SB Ramps Signal LOS C 0.812 13.0 B 0.752 10.8 B 2 N Salem Highway at US 20 NB Ramps Signal LOS C 0.782 10.2 B 0.772 7.6 A 3 N 2nd E at E Moody Road Signal LOS C 0.602 10.6 B 0.762 15.5 B 4 Idaho 33 at E Moody Road TWSC1 LOS C 0.252 16.0 C 0.232 17.2 C Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 32 Table 10. 2026 Phase 1 Opening AM Peak Hour Intersection Operations 1. Two-way Stop Control 2. Worst movement Table 11 presents a summary of traffic operations analysis results for 2026 PM peak hour traffic conditions with and without the Phase 1 project. As indicated in the table, all intersections are expected to operate within their applicable LOS C standard with or without Phase 1 project traffic. Project site driveways are all expected to operate at LOS C or better, except for the west site driveway which operates at LOS D. Potential improvements were evaluated to reach LOS C and with the addition of an eastbound right-turn lane this driveway is expected to operate LOS C. This is discussed in more detail in Section 6.4. Traffic Control Mobility Standard Without Phase 1 With Phase 1 No Intersection V/C Delay LOS V/C Delay LOS 1 N Salem Highway at US 20 SB Ramps Signal LOS C 0.862 18.5 B 0.882 21.6 C 2 N Salem Highway at US 20 NB Ramps Signal LOS C 0.822 11.5 B 0.842 13.0 B 3 N 2nd E at E Moody Road Signal LOS C 0.662 11.9 B 0.672 12.7 B 4 Idaho 33 at E Moody Road TWSC1 LOS C 0.232 15.8 C 0.232 16.5 C 5 West Site Driveway at E Moody Road TWSC1 LOS C - - - 0.102 12.3 B 6 Center Site Driveway at E Moody Road TWSC1 LOS C - - - 0.012 8.8 A 7 East Site Driveway at E Moody Road TWSC1 LOS C - - - 0.012 8.8 A 8 Site Driveway at N 2nd E TWSC1 LOS C - - - 0.062 10.8 B Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 33 Table 11. 2026 Phase 1 Opening PM Peak Hour Intersection Operations 1. Two-way Stop Control 2. Worst movement 6.2.3 2031 Phase 2 Year of Opening Intersection Operations Analysis Table 12 summarizes traffic operations analysis results for 2031 AM peak hour traffic conditions with and without the Phase 2 project traffic. As indicated in the table, all intersections are expected to operate within their applicable LOS C standard without and with project traffic. Project site driveways are all expected to operate at LOS C or better. Traffic Control Mobility Standard Without Phase 1 With Phase 1 No Intersection V/C Delay LOS V/C Delay LOS 1 N Salem Highway at US 20 SB Ramps Signal LOS C 0.802 13.4 B 0.832 17.5 B 2 N Salem Highway at US 20 NB Ramps Signal LOS C 0.802 8.4 A 0.842 11.0 B 3 N 2nd E at E Moody Road Signal LOS C 0.792 20.0 B 1.022 33.9 C 4 Idaho 33 at E Moody Road TWSC1 LOS C 0.282 19.9 C 0.362 22.2 C 5 West Site Driveway at E Moody Road TWSC1 LOS C - - - 0.562 29.5 D 6 Center Site Driveway at E Moody Road TWSC1 LOS C - - - 0.022 9.8 A 7 East Site Driveway at E Moody Road TWSC1 LOS C - - - 0.012 9.7 A 8 Site Driveway at N 2nd E TWSC1 LOS C - - - 0.372 18.9 C Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 34 Table 12. 2031 Phase 2 Opening AM Peak Hour Intersection Operations 1. Two-way Stop Control 2. Worst movement Table 13 presents a summary of traffic operations analysis results for 2031 PM peak hour traffic conditions with and without the proposed project. As indicated in the table, several intersections/site driveways are projected to operate at LOS or worse. Each of these locations is discussed below. Table 13. 2031 Phase2 Opening PM Peak Hour Intersection Operations 1. Two-way Stop Control 2. Worst movement Traffic Control Mobility Standard Without Phase 2 With Phase 2 No Intersection V/C Delay LOS V/C Delay LOS 1 N Salem Highway at US 20 SB Ramps Signal LOS C 0.912 27.2 C 0.942 34.5 C 2 N Salem Highway at US 20 NB Ramps Signal LOS C 0.892 20.2 C 0.942 26.7 C 3 N 2nd E at E Moody Road Signal LOS C 0.712 13.5 B 0.712 14.4 B 4 Idaho 33 at E Moody Road TWSC1 LOS C 0.332 17.1 C 0.362 18.1 C 5 West Site Driveway at E Moody Road TWSC1 LOS C 0.102 12.7 B 0.202 15.1 C 6 Center Site Driveway at E Moody Road TWSC1 LOS C 0.012 8.8 A 0.012 9.0 A 7 East Site Driveway at E Moody Road TWSC1 LOS C 0.012 8.8 A 0.012 8.9 A 8 Site Driveway at N 2nd E TWSC1 LOS C 0.062 11.1 B 0.112 11.4 B Traffic Control Mobility Standard Without Phase 2 With Phase 2 No Intersection V/C Delay LOS V/C Delay LOS 1 N Salem Highway at US 20 SB Ramps Signal LOS C 0.902 25.5 C 0.922 30.1 C 2 N Salem Highway at US 20 NB Ramps Signal LOS C 0.892 15.4 B 0.912 17.2 B 3 N 2nd E at E Moody Road Signal LOS C 1.092 46.1 D 1.222 81.4 F 4 Idaho 33 at E Moody Road TWSC1 LOS C 0.462 31.8 D 0.522 36.0 E 5 West Site Driveway at E Moody Road TWSC1 LOS C 0.612 33.5 D 1.261 180.3 F 6 Center Site Driveway at E Moody Road TWSC1 LOS C 0.022 9.9 A 0.042 10.1 B 7 East Site Driveway at E Moody Road TWSC1 LOS C 0.012 9.8 A 0.012 9.9 A 8 Site Driveway at N 2nd E TWSC1 LOS C 0.402 21.0 C 0.712 33.3 E Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 35 6.2.3.1 N 2nd E at E Moody Road This intersection is projected to operate a LOS D in the 2031 horizon with phase 1 of the project and at LOS F with full build out of the project. The City’s planned internal connection of this property to Stationary Road is expected to serve a significant percentage of the exiting southbound traffic from this entire site, both the existing and proposed uses. With a reassignment of 200 PM peak hour exiting southbound vehicles, the traffic signal would improve to a LOS D condition with full build out. Additional improvements were evaluated to further improve the intersection to LOS C. Construction of a second westbound left turn lane, in conjunction with converting the eastbound and westbound approaches to operate as split phases, is projected to result in a LOS C. 6.2.3.2 Idaho 33 at E Moody Road This intersection is projected to operate a LOS D in the 2031 horizon with phase 1 of the project and at LOS E with full build out of the project. With full build out of the proposed project the traffic volumes at this intersection are relatively balanced for the eastbound, northbound, and southbound approaches. These balanced volumes would support converting the intersection to all-way stop control. Under all- way stop control this intersection would improve to LOS C. 6.2.3.3 West Site Driveway at E Moody Road This intersection is projected to operate a LOS D in the 2031 horizon with phase 1 of the project and at LOS F with full build out of the project. The City’s planned internal connection of this property to Stationary Road is expected to serve a significant percentage of the exiting southbound traffic from this entire site, both the existing and proposed uses. With a reassignment of 200 PM peak hour exiting southbound vehicles, the driveway would improve to a LOS D condition with full build out. With the addition of a eastbound right turn lane, the intersection is projected to operate at LOS C. 6.2.3.4 N 2nd E at Site Driveway This intersection is projected to operate a LOS C in the 2031 horizon with phase 1 of the project and at LOS E with full build out of the project. As a right-in right-out, the operational performance is based solely on the westbound right turn movement. With several driveways serving the project site, it is expected that this volume will balance across the other driveways as delay increases. Additionally, the City’s planned internal connection of this property to Stationary Road will provide an additional outlet for traffic wishing to travel on N 2nd E. If the currently projected right turn volume of 265 were reduced to 205, the intersection would operate at LOS C. These 60 vehicles should be able to redistribute to other driveways during peak conditions without specific improvements. 6.3 N 2nd E Right Turn Warrant Analysis A right-turn lane warrant analysis was conducted for the site driveway on N 2nd E. Since the PM peak hour has higher volumes for N 2nd E and the proposed WinCo Foods, the PM peak hour was used to evaluate the right turn lane warrants. Exhibit 3B-1 from the Traffic Manual: Idaho Supplementary Guidance to the MUTCD was used for the warrant analysis and is provided in Figure 18. Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 36 Figure 18. N 2nd E Driveway Right Turn Lane Warrant Analysis – PM Peak Hour As shown in Figure 18, the driveway is projected to meet the warrant for a right turn lane. No left turn warrant analysis was conducted due to presence of a continuous two way left turn lane along N 2nd E. 6.4 Moody Road Right Turn Warrant Analysis A right-turn lane warrant analysis was conducted for the site driveways on Moody Road. Since the PM peak hour has higher volumes for Moody Road and the proposed WinCo Foods, the PM peak hour was used to evaluate the right turn lane warrants. Exhibit 3B-1 from the Traffic Manual: Idaho Supplementary Guidance to the MUTCD was used for the warrant analysis and is provided in Figure 19. Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 37 Figure 19.Moody Road Site Driveways Right Turn Lane Warrant Analysis – PM Peak Hour As shown in Figure 19, the west driveway is projected to meet the warrant for a right turn lane, while the middle and east driveways do not. No left turn warrant analysis was conducted due to presence of continuous two way left turn lane along Moody Road. As discussed in Section 6.2.3 the right turn lane at the west site driveway would improve the projected 2026 operations from LOS D to LOS C. Rexburg WinCo Foods Traffic Impact Study GVC Transportation Solutions February 2025 | Page 38 7 Summary and Mitigation WinCo Foods is proposing to construct an approximate 84,000 square foot WinCo Foods store with a 7,000-sf cross dock facility and approximalty 48,000 sqft of commercial space to be located on vacant land in Rexburg, Idaho. The WinCo Foods project will be constructed in two phases; Phase 1 includes the WinCo Foods store to be opened by 2026 and Phase 2 includes the addition of the commercial space to be opened by 2031. Access to the overall commercial site will be provided by five driveways, two existing and three proposed. There is one existing full access driveway provided along E Moody Road that serves existing businesses near N 2nd. A second full access driveway is currently under construction and will serve the proposed project as well as the in-construction strip retail building. The project proposes three additional driveways, two right-in-right-out (RIRO) driveways along E Moody Road and one RIRO driveway along N. Operational analysis has been prepared for AM and PM peak hour forecasted traffic volumes for the Phase 1 2026 project opening year and for the Phase 2 2031 opening year. This analysis indicates that: • Phase 1 will generate a total of 215 new-to-network AM peak hour trips, and 474 new-to- network trips during the PM peak hour. • Phase 2 will generate a total of 431 new-to-network AM peak hour trips, and 647 new-to- network trips during the PM peak hour. • All intersections are expected to operate within their LOS standards in the 2026 horizon year during both the AM and PM peak hours with and without the project, with the following improvements: o A northbound right turn lane on N 2nd E at the site driveway o An eastbound right turn lane on Moody Road at the west site driveway. • The site driveway along N 2nd E and the west site driveway along Moody Rd both meet right- turn-lane warrants. • All intersections are expected to operate within their LOS standards in the 2031 horizon year during the AM peak hour with and without the project. • Multiple intersections are projected to operate below LOS C in the 2031 horizon during the PM peak hour. An internal connection south to Stationary Road would mitigate most of these locations and is recommended prior to construction of the WinCo Foods commercial pads. Additional spot improvements have been identified that could be considered as traffic increases. Appendix A Traffic Counts Prepared for: SCJ Alliance Traffic Count Consultants, Inc. Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com WBE/DBE Intersection:N Salem Highway & US-20 SB Ramps Date of Count:Wed 10/23/2024 Location:Rexburg, Idaho Checked By:Jen Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval Interval N Salem Hwy N Salem Hwy US-20 SB Off Ramp US-20 SB On Ramp Total Ending at T L S R T L S R T L S R T L S R 7:15 A 0 0 50 16 3 45 42 0 0 12 0 1 0 0 0 0 166 7:30 A 5 0 69 22 2 41 42 0 0 40 1 4 0 0 0 0 219 7:45 A 1 0 85 21 2 33 43 0 3 52 1 7 0 0 0 0 242 8:00 A 4 0 147 25 6 44 59 0 0 74 0 11 0 0 0 0 360 8:15 A 0 0 132 31 8 52 71 0 2 48 0 10 0 0 0 0 344 8:30 A 4 0 125 30 2 49 74 0 1 51 0 6 0 0 0 0 335 8:45 A 1 0 104 15 8 37 60 0 6 47 0 9 0 0 0 0 272 9:00 A 3 0 90 9 1 32 49 0 2 53 0 4 0 0 0 0 237 9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 18 0 802 169 32 333 440 0 14 377 2 52 0 0 0 0 2175 Peak Hour: 7:45 AM to 8:45 AM Total 9 0 508 101 24 182 264 0 9 220 0 36 0 0 0 0 1311 Approach 609 446 256 0 1311 %HV 1.5%5.4%3.5%n/a 3.2% PHF 0.89 0.91 0.75 n/a 0.91 N Salem Hwy 909 609 300 0 Bike US-20 SB On Ramp 101 508 0 0 Ped US-20 SB Off Ramp 36 283 Ped 0 0 256 Bike 0 220 256 283 0 0 Bike 0 0 7:45 AM to 8:45 AM 0 Ped 0 0 PEDs Across:N S E W Ped 0 182 264 0 1440 1.0 PHF Peak Hour Volume INT 01 0 Bike 0 PHF %HV INT 02 0 EB n/a n/a INT 03 0 728 446 Check WB 0.75 3.5% INT 04 0 In:1311 NB 0.91 5.4% INT 05 0 1174 Out:1311 SB 0.89 1.5% INT 06 0 N Salem Hwy T Int.0.91 3.2% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 0 0 0 0 0 INT 06 0 Special Notes INT 07 0 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 0 0 0 0 0 SCJ24086M_01A Prepared for: SCJ Alliance Traffic Count Consultants, Inc. Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com WBE/DBE Intersection:N Salem Highway & US-20 NB Ramps Date of Count:Wed 10/23/2024 Location:Rexburg, Idaho Checked By:Jen Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval Interval N Salem Hwy N Salem Hwy US-20 NB On Ramp US-20 NB Off Ramp Total Ending at T L S R T L S R T L S R T L S R 7:15 A 0 6 56 0 8 0 76 38 0 0 0 0 0 11 1 32 220 7:30 A 3 10 99 0 4 0 72 24 0 0 0 0 1 11 0 43 259 7:45 A 0 10 127 0 4 0 57 48 0 0 0 0 1 19 0 59 320 8:00 A 2 14 207 0 5 0 85 49 0 0 0 0 7 18 0 112 485 8:15 A 2 7 173 0 8 0 100 40 0 0 0 0 4 23 2 69 414 8:30 A 7 9 167 0 1 0 101 17 0 0 0 0 4 22 0 67 383 8:45 A 4 4 147 0 6 0 78 36 0 0 0 0 4 19 0 66 350 9:00 A 3 5 138 0 3 0 68 31 0 0 0 0 6 13 0 71 326 9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 21 65 1114 0 39 0 637 283 0 0 0 0 27 136 3 519 2757 Peak Hour: 7:45 AM to 8:45 AM Total 15 34 694 0 20 0 364 142 0 0 0 0 19 82 2 314 1632 Approach 728 506 0 398 1632 %HV 2.1%4.0%n/a 4.8%3.3% PHF 0.82 0.90 n/a 0.77 0.84 N Salem Hwy 1174 728 446 0 Bike US-20 NB Off Ramp 0 694 34 0 Ped US-20 NB On Ramp 0 0 Ped 0 0 0 Bike 0 0 178 398 82 0 Bike 398 2 7:45 AM to 8:45 AM 0 Ped 178 314 PEDs Across:N S E W Ped 0 0 364 142 1940 1.0 PHF Peak Hour Volume INT 01 0 Bike 0 PHF %HV INT 02 0 EB 0.77 4.8% INT 03 0 1008 506 Check WB n/a n/a INT 04 0 In:1632 NB 0.90 4.0% INT 05 0 1514 Out:1632 SB 0.82 2.1% INT 06 0 N Salem Hwy T Int.0.84 3.3% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 0 0 0 0 0 INT 06 0 Special Notes INT 07 0 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 0 0 0 0 0 SCJ24086M_02A Prepared for: SCJ Alliance Traffic Count Consultants, Inc. Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com WBE/DBE Intersection:N 2nd St & E Moody Rd Date of Count:Wed 10/23/2024 Location:Rexburg, Idaho Checked By:Jen Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval Interval 2nd St E 2nd St E E Moody Rd E Moody Rd Total Ending at T L S R T L S R T L S R T L S R 7:15 A 1 8 67 0 4 0 92 9 1 17 0 24 0 1 0 0 218 7:30 A 3 6 125 3 3 2 67 14 1 8 0 20 0 1 0 0 246 7:45 A 1 10 154 0 3 0 81 19 0 17 1 20 0 1 0 0 303 8:00 A 6 27 226 0 5 2 101 17 1 27 0 21 0 2 1 1 425 8:15 A 2 10 230 2 5 2 96 27 2 25 1 31 0 0 0 1 425 8:30 A 6 21 177 1 2 1 94 31 1 25 2 20 0 2 1 0 375 8:45 A 5 15 176 3 7 1 95 44 1 32 2 17 0 1 0 1 387 9:00 A 8 10 190 3 2 0 66 32 1 23 2 9 0 3 1 0 339 9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 32 107 1345 12 31 8 692 193 8 174 8 162 0 11 3 3 2718 Peak Hour: 7:45 AM to 8:45 AM Total 19 73 809 6 19 6 386 119 5 109 5 89 0 5 2 3 1612 Approach 888 511 203 10 1612 %HV 2.1%3.7%2.5%n/a 2.7% PHF 0.88 0.91 0.89 0.63 0.95 2nd St E 1368 888 480 0 Bike E Moody Rd 6 809 73 0 Ped E Moody Rd 89 17 Ped 0 5 203 Bike 0 109 397 27 5 0 Bike 10 2 7:45 AM to 8:45 AM 0 Ped 194 3 PEDs Across:N S E W Ped 0 6 386 119 1700 1.0 PHF Peak Hour Volume INT 01 0 Bike 0 PHF %HV INT 02 0 EB 0.63 n/a INT 03 0 921 511 Check WB 0.89 2.5% INT 04 0 In:1612 NB 0.91 3.7% INT 05 0 1432 Out:1612 SB 0.88 2.1% INT 06 0 2nd St E T Int.0.95 2.7% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 0 0 0 0 0 INT 06 0 Special Notes INT 07 0 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 0 0 0 0 0 SCJ24086M_03A Prepared for: SCJ Alliance Traffic Count Consultants, Inc. Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Idaho 33 & E Moody Rd Date of Count:Wed 10/23/2024 Location:Rexburg, Idaho Checked By:Jen Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval Interval Idaho 33 Idaho 33 E Moody Rd E Moody Rd Total Ending at T L S R T L S R T L S R T L S R 7:15 A 1 0 13 5 0 6 18 3 0 2 8 1 0 4 5 0 65 7:30 A 0 0 25 3 0 7 36 4 0 7 9 0 0 4 2 2 99 7:45 A 0 0 37 12 2 11 29 6 1 8 6 1 0 3 1 1 115 8:00 A 1 0 57 12 0 15 30 6 0 16 10 2 0 7 12 6 173 8:15 A 1 0 58 13 1 12 26 6 0 6 15 2 0 6 2 4 150 8:30 A 0 0 46 11 1 4 20 6 0 6 17 0 0 7 8 4 129 8:45 A 3 1 41 6 0 8 15 4 1 6 7 0 1 4 6 7 105 9:00 A 0 0 30 8 4 5 20 7 0 8 4 0 1 4 5 5 96 9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 6 1 307 70 8 68 194 42 2 59 76 6 2 39 41 29 932 Peak Hour: 7:30 AM to 8:30 AM Total 2 0 198 48 4 42 105 24 1 36 48 5 0 23 23 15 567 Approach 246 171 89 61 567 %HV 0.8%2.3%1.1%n/a 1.2% PHF 0.87 0.84 0.79 0.61 0.82 Idaho 33 379 246 133 0 Bike E Moody Rd 48 198 0 0 Ped E Moody Rd 5 138 Ped 0 48 89 Bike 0 36 136 199 23 0 Bike 61 23 7:30 AM to 8:30 AM 0 Ped 47 15 PEDs Across:N S E W Ped 0 42 105 24 692 1.0 PHF Peak Hour Volume INT 01 0 Bike 1 PHF %HV INT 02 0 EB 0.61 n/a INT 03 0 249 171 Check WB 0.79 1.1% INT 04 0 In:567 NB 0.84 2.3% INT 05 0 420 Out:567 SB 0.87 0.8% INT 06 0 Idaho 33 T Int.0.82 1.2% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 0 0 0 0 INT 09 0 INT 02 0 0 0 0 0 INT 10 0 INT 03 0 1 0 0 1 INT 11 0 INT 04 0 0 0 0 0 INT 12 0 INT 05 0 0 0 0 0 0 0 0 0 0 INT 06 0 0 0 0 0 Special Notes INT 07 0 0 0 0 0 INT 08 0 0 0 0 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 0 1 0 0 1 SCJ24086M_04A Prepared for: SCJ Alliance Traffic Count Consultants, Inc. Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com WBE/DBE Intersection:N Salem Highway & US-20 SB Ramps Date of Count:Wed 10/23/2024 Location:Rexburg, Idaho Checked By:Jen Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval Interval N Salem Hwy N Salem Hwy US-20 SB Off Ramp US-20 SB On Ramp Total Ending at T L S R T L S R T L S R T L S R 4:15 P 1 0 62 11 7 86 76 0 5 49 1 7 0 0 0 0 292 4:30 P 4 0 78 16 2 78 91 0 2 56 0 8 0 0 0 0 327 4:45 P 5 0 74 15 10 78 107 0 1 46 1 2 0 0 0 0 323 5:00 P 2 0 82 23 2 84 99 0 4 36 0 10 0 0 0 0 334 5:15 P 4 0 80 18 1 89 113 0 0 44 1 4 0 0 0 0 349 5:30 P 1 0 83 19 3 91 106 0 0 58 0 7 0 0 0 0 364 5:45 P 0 0 78 17 3 78 110 0 3 41 0 7 0 0 0 0 331 6:00 P 3 0 104 13 1 88 113 0 1 60 0 8 0 0 0 0 386 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 20 0 641 132 29 672 815 0 16 390 3 53 0 0 0 0 2706 Peak Hour: 5:00 PM to 6:00 PM Total 8 0 345 67 8 346 442 0 4 203 1 26 0 0 0 0 1430 Approach 412 788 230 0 1430 %HV 1.9%1.0%1.7%n/a 1.4% PHF 0.88 0.98 0.85 n/a 0.93 N Salem Hwy 880 412 468 0 Bike US-20 SB On Ramp 67 345 0 0 Ped US-20 SB Off Ramp 26 414 Ped 0 1 230 Bike 0 203 230 414 0 0 Bike 0 0 5:00 PM to 6:00 PM 0 Ped 0 0 PEDs Across:N S E W Ped 0 346 442 0 1544 1.0 PHF Peak Hour Volume INT 01 0 Bike 0 PHF %HV INT 02 0 EB n/a n/a INT 03 0 548 788 Check WB 0.85 1.7% INT 04 0 In:1430 NB 0.98 1.0% INT 05 0 1336 Out:1430 SB 0.88 1.9% INT 06 0 N Salem Hwy T Int.0.93 1.4% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 0 0 0 0 0 INT 06 0 Special Notes INT 07 0 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 0 0 0 0 0 SCJ24086M_01P Prepared for: SCJ Alliance Traffic Count Consultants, Inc. Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com WBE/DBE Intersection:N Salem Highway & US-20 NB Ramps Date of Count:Wed 10/23/2024 Location:Rexburg, Idaho Checked By:Jen Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval Interval N Salem Hwy N Salem Hwy US-20 NB On Ramp US-20 NB Off Ramp Total Ending at T L S R T L S R T L S R T L S R 4:15 P 2 8 103 0 5 0 146 59 0 0 0 0 6 16 0 64 396 4:30 P 5 13 121 0 1 0 153 60 0 0 0 0 2 16 0 61 424 4:45 P 4 7 113 0 6 0 161 70 0 0 0 0 2 24 0 54 429 5:00 P 4 8 110 0 2 0 154 85 0 0 0 0 0 29 0 73 459 5:15 P 3 9 115 0 3 0 173 84 0 0 0 0 1 29 0 45 455 5:30 P 0 13 128 0 1 0 175 72 0 0 0 0 3 22 0 61 471 5:45 P 2 6 113 0 2 0 165 70 0 0 0 0 1 23 0 67 444 6:00 P 3 7 157 0 0 0 176 82 0 0 0 0 1 25 0 95 542 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 23 71 960 0 20 0 1303 582 0 0 0 0 16 184 0 520 3620 Peak Hour: 5:00 PM to 6:00 PM Total 8 35 513 0 6 0 689 308 0 0 0 0 6 99 0 268 1912 Approach 548 997 0 367 1912 %HV 1.5%0.6%n/a 1.6%1.0% PHF 0.84 0.97 n/a 0.76 0.88 N Salem Hwy 1336 548 788 0 Bike US-20 NB Off Ramp 0 513 35 0 Ped US-20 NB On Ramp 0 0 Ped 0 0 0 Bike 0 0 343 367 99 0 Bike 367 0 5:00 PM to 6:00 PM 0 Ped 343 268 PEDs Across:N S E W Ped 0 0 689 308 2168 1.0 PHF Peak Hour Volume INT 01 0 Bike 0 PHF %HV INT 02 0 EB 0.76 1.6% INT 03 0 781 997 Check WB n/a n/a INT 04 0 In:1912 NB 0.97 0.6% INT 05 0 1778 Out:1912 SB 0.84 1.5% INT 06 0 N Salem Hwy T Int.0.88 1.0% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 0 0 0 0 0 INT 06 0 Special Notes INT 07 0 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 0 0 0 0 0 SCJ24086M_02P Prepared for: SCJ Alliance Traffic Count Consultants, Inc. Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com WBE/DBE Intersection:N 2nd St & E Moody Rd Date of Count:Wed 10/23/2024 Location:Rexburg, Idaho Checked By:Jen Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval Interval 2nd St E 2nd St E E Moody Rd E Moody Rd Total Ending at T L S R T L S R T L S R T L S R 4:15 P 6 17 126 1 4 0 161 99 2 77 2 17 1 6 4 0 510 4:30 P 4 11 133 3 2 8 139 104 3 80 4 18 0 3 1 2 506 4:45 P 6 18 123 3 4 6 187 100 2 74 0 23 0 3 2 0 539 5:00 P 3 25 123 16 3 2 179 118 0 71 1 23 0 3 3 0 564 5:15 P 3 16 136 2 4 2 186 98 0 82 1 20 0 4 1 2 550 5:30 P 1 20 133 6 2 0 191 74 0 72 3 33 0 2 1 0 535 5:45 P 0 14 135 4 3 2 169 108 0 65 2 28 0 5 0 1 533 6:00 P 4 21 176 5 1 3 183 104 1 75 4 21 1 5 2 1 600 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 27 142 1085 40 23 23 1395 805 8 596 17 183 2 31 14 6 4337 Peak Hour: 5:00 PM to 6:00 PM Total 8 71 580 17 10 7 729 384 1 294 10 102 1 16 4 4 2218 Approach 668 1120 406 24 2218 %HV 1.2%0.9%0.2%4.2%0.9% PHF 0.83 0.97 0.94 0.75 0.92 2nd St E 1515 668 847 0 Bike E Moody Rd 17 580 71 0 Ped E Moody Rd 102 34 Ped 0 10 406 Bike 0 294 865 58 16 0 Bike 24 4 5:00 PM to 6:00 PM 0 Ped 459 4 PEDs Across:N S E W Ped 0 7 729 384 2400 1.0 PHF Peak Hour Volume INT 01 0 Bike 0 PHF %HV INT 02 0 EB 0.75 4.2% INT 03 0 878 1120 Check WB 0.94 0.2% INT 04 0 In:2218 NB 0.97 0.9% INT 05 0 1998 Out:2218 SB 0.83 1.2% INT 06 0 2nd St E T Int.0.92 0.9% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 0 0 0 0 0 INT 06 0 Special Notes INT 07 0 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 0 0 0 0 0 SCJ24086M_03P Prepared for: SCJ Alliance Traffic Count Consultants, Inc. Phone: (253) 770-1407 FAX: (253) 770-1411 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Idaho 33 & E Moody Rd Date of Count:Wed 10/23/2024 Location:Rexburg, Idaho Checked By:Jen Time From North on (SB)From South on (NB)From East on (WB)From West on (EB)Interval Interval Idaho 33 Idaho 33 E Moody Rd E Moody Rd Total Ending at T L S R T L S R T L S R T L S R 4:15 P 1 0 36 9 1 13 29 7 2 5 6 0 1 13 12 14 144 4:30 P 2 2 35 10 1 6 50 10 0 4 3 0 1 19 12 15 166 4:45 P 1 1 22 16 1 6 45 7 1 4 8 0 0 16 10 19 154 5:00 P 0 1 31 5 0 9 61 8 0 8 8 0 3 20 10 17 178 5:15 P 0 0 56 20 1 9 47 11 1 6 8 1 0 20 12 16 206 5:30 P 0 0 51 12 0 13 44 8 0 6 15 2 0 10 10 20 191 5:45 P 0 0 39 17 0 24 51 10 0 3 15 0 0 12 13 14 198 6:00 P 0 0 28 15 0 15 49 9 0 13 11 0 2 17 15 23 195 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 4 4 298 104 4 95 376 70 4 49 74 3 7 127 94 138 1432 Peak Hour: 5:00 PM to 6:00 PM Total 0 0 174 64 1 61 191 38 1 28 49 3 2 59 50 73 790 Approach 238 290 80 182 790 %HV n/a 0.3%1.3%1.1%0.5% PHF 0.78 0.85 0.83 0.83 0.96 Idaho 33 491 238 253 0 Bike E Moody Rd 64 174 0 0 Ped E Moody Rd 3 174 Ped 0 49 80 Bike 0 28 168 356 59 0 Bike 182 50 5:00 PM to 6:00 PM 0 Ped 88 73 PEDs Across:N S E W Ped 0 61 191 38 824 1.0 PHF Peak Hour Volume INT 01 0 Bike 0 PHF %HV INT 02 0 EB 0.83 1.1% INT 03 0 275 290 Check WB 0.83 1.3% INT 04 0 In:790 NB 0.85 0.3% INT 05 0 565 Out:790 SB 0.78 n/a INT 06 0 Idaho 33 T Int.0.96 0.5% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 0 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 0 0 0 0 0 INT 06 0 Special Notes INT 07 0 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 0 0 0 0 0 SCJ24086M_04P Appendix B Traffic Volume Adjustments and Forecasts WinCo Foods Development - Rexburg Trip Generation Rexburg, ID In Out In Out Total % Total % Total In Out Total WinCo Foods 850 Supermarket ksqft 84.000 2.86 59% 41% 142 98 240 10% 25 0.0% 0 127 88 215 Total 142 98 240 0 127 88 215 In Out In Out Total % Total % Total In Out Total WinCo Foods 850 Supermarket ksqft 84.000 7.99 50% 50% 336 335 671 7.0% 47 24.0% 150 237 237 474 Total 336 335 671 150 237 237 474 850 Fitted Curve Equation 7.99 In Out In Out Total % Total % Total In Out Total WinCo Foods 850 Supermarket ksqft 84.000 89.81 50% 50% 3,772 3,772 7,544 7.0% 528 24.0% 1,684 2,666 2,666 5,332 Total 3,772 3,772 7,544 1,684 2,666 2,666 5,332 850 Fitted Curve Equation 89.81 Net New Trips Total Trips Int. Capture Pass-By Trips Net New Trips Daily Trip Generation Site Plan Description LUC ITE Description Variable Value ITE Rate Distribution Total Trips Int. Capture Pass-By Trips PM Peak Hour Trip Generation Site Plan Description LUC ITE Description Variable Value ITE Rate Distribution AM Peak Hour Trip Generation Site Plan Description LUC ITE Description Variable Value ITE Rate Distribution Total Trips Int. Capture Pass-By Trips Net New Trips WinCo Foods Development - Rexburg Trip Generation Rexburg, ID In Out In Out Total % Total % Total In Out Total WinCo Foods and Commercial 821 Shopping Plaza (40-150k) - Supermarket - Yes ksqft 132.000 3.53 62% 38% 289 177 466 8% 35 0.0% 0 267 164 431 Total 289 177 466 0 267 164 431 In Out In Out Total % Total % Total In Out Total WinCo Foods 821 Shopping Plaza (40-150k) - Supermarket - Yes ksqft 132.000 8.57 48% 52% 543 588 1,131 5% 52 40.0% 432 311 336 647 Total 543 588 1,131 432 311 336 647 821 Fitted Curve Equation 8.57 In Out In Out Total % Total % Total In Out Total WinCo Foods 821 Shopping Plaza (40-150k) - Supermarket - Yes ksqft 132.000 94.49 50% 50% 6,237 6,237 12,473 5% 573 40.0% 4,760 3,570 3,570 7,140 Total 6,237 6,237 12,473 4,760 3,570 3,570 7,140 Site Plan Description Int. Capture Int. Capture Daily Trip Generation PM Peak Hour Trip Generation Site Plan Description LUC ITE Description Variable Value ITE Rate Distribution Total Trips Pass-By Trips Net New Trips ITE Rate AM Peak Hour Trip Generation Site Plan Description LUC ITE Description Variable Value ITE Rate Distribution Total Trips Pass-By Trips Net New TripsInt. Capture LUC ITE Description Variable Value Net New TripsPass-By TripsDistributionTotal Trips PM Peak Hour Volumes 3.00% Existing Adjustments Existing Background Strip Temple Total Baseline Background Baseline Primary Pass-By Site Primary Pass-By Site Projected Projected Intersection 2024 (Walmart)2024 2026 Retail Pipeline Pipeline 2026 2031 2031 Car Car Generated Car Car Generated 2026 2031 Counts Counts Growth Pipeline Volumes Volumes Growth Volumes Trips Trips Volumes Trips Trips Volumes Volumes Volumes L 000 00000 0 0 000 00000 EB T 000 00000 0 0 000 00000 R 000 00000 0 0 000 00000 1L203 0 203 12 11 40 51 266 43 356 59 0 59 78 0 78 325 375 N Salem Hwy WB T 101 00001 0 1 000 00011 US 20 SB Ramps R26 0 26 200028 5 31 000 0002831 L 346 0 346 21 13 13 26 393 73 469 24 0 24 34 0 34 417 479 TMC Date: 10/23/2024 NB T 442 0 442 27 5 13 18 487 93 577 24 0 24 34 0 34 511 587 R 000 00000 0 0 000 00000 5:00 - 6:00 L 000 00000 0 0 000 00000 PHF: 0.93 SB T 345 0 345 21 5 13 18 384 72 459 24 0 24 31 0 31 408 466 R 67 0 67 400071 14 81 000 0007181 1,430 1,430 131 177 1,760 2,020 L 99 0 99 6000105 21 120 000 000 105 120 EB T 000 00000 0 0 000 00000 R 268 0 268 16 13 13 26 310 56 374 24 0 24 31 0 31 334 381 2L000 00000 0 0 000 00000 N Salem Hwy WB T 000 00000 0 0 000 00000 US 20 NB Ramps R000 00000 0 0 000 00000 L 000 00000 0 0 000 00000 TMC Date: 10/23/2024 NB T 689 0 689 41 18 26 44 774 145 926 48 0 48 68 0 68 822 946 R 308 0 308 18 11 28 39 365 65 471 59 0 59 84 0 84 424 496 5:00 - 6:00 L 35 0 35 200037 7 42 000 0003742 PHF: 0.88 SB T 513 0 513 31 16 53 69 613 108 773 83 0 83 109 0 109 696 799 R 000 00000 0 0 000 00000 1,912 1,912 214 292 2,419 2,784 L 16 0 16 1 0 13 13 30 3 32 000 0003032 EB T 404 0 0 10 10 14 1 15 000 0001415 R 404 0 0 31 31 35 1 36 000 0003536 3L2940 294 18909321 62 490 95 30 125 135 86 221 446 586 N 2nd E WB T 10 0 10 1 0 11 11 22 2 23 000 0002223 E Moody Road R102 0 102 629332140 21 166 11 0 11 15 0 15 151 170 L 707 0 0 32 32 39 1 40 000 0003940 TMC Date: 10/23/2024 NB T 729 0 729 44 0 21 21 794 153 999 96 0 96 137 0 137 890 1,040 R 384 0 384 23909416 81 474 000 000 416 474 5:00 - 6:00 L 71 0 71 429231106 15 254 107 30 137 140 86 226 243 343 PHF: 0.92 SB T 580 0 580 35 0 20 20 635 122 692 0-30-30 0-86-86 605 636 R 17 0 17 1 0 13 13 31 4 34 000 0003134 2,218 2,218 339 513 2,922 3,429 L 59 0 59 4561174 12 106 24 0 24 34 0 34 98 116 EB T 50 0 50 326861 11 81 12 0 12 16 0 16 73 85 R 70 0 70 400074 15 85 000 0007485 4L280 28 200030 6 34 000 0003034 Idaho 33 WB T 49 0 49 327961 10 80 12 0 12 16 0 16 73 84 E Moody Road R303 00003 1 4 000 00034 L 61 0 61 400065 13 74 000 0006574 TMC Date: 10/23/2024 NB T 191 0 191 11000202 40 231 000 000 202 231 R 38 0 38 200040 8 46 000 0004046 5:00 - 6:00 L 000 00000 0 0 000 00000 PHF: 0.96 SB T 174 0 174 10000184 37 211 000 000 184 211 R 64 0 64 4571280 13 113 24 0 24 34 0 34 104 123 787 787 72 100 946 1,092 WinCo Foods - Rexburg, ID Movement Annual Growth Rate: Phase 2 - Whole Shopping PlazaPhase 1 - WinCo Only Existing Adjustments Existing Background Strip Temple Total Baseline Background Baseline Primary Pass-By Site Primary Pass-By Site Projected Projected Intersection 2024 (Walmart)2024 2026 Retail Pipeline Pipeline 2026 2031 2031 Car Car Generated Car Car Generated 2026 2031 Counts Counts Growth Pipeline Volumes Volumes Growth Volumes Trips Trips Volumes Trips Trips Volumes Volumes Volumes Movement L 02828 000028 0 28 000 0002828 EB T 179 -22 157 11 0 12 12 180 38 253 46 0 46 59 0 59 226 266 R 000 03803838 0 129 61 30 91 81 86 167 129 205 5L000 07077 0 43 36 0 36 47 0 47 43 54 Site Drwy WB T 174 -21 153 10 0 14 14 177 37 204 000 000 177 204 E Moody Road R02121 000021 0 21 000 0002121 L 000 03803838 0 174 106 30 136 150 130 280 174 318 NB T 000 00000 0 0 000 00000 R 000 07077 0 25 18 0 18 25 0 25 25 32 L 02222 000022 0 22 000 0002222 SB T 000 00000 0 0 000 00000 R 03030 000030 0 30 000 0003030 353 411 327 578 875 1,179 L 000 00000 0 0 000 00000 EB T 179 0 179 11 7 12 19 209 38 259 23 0 23 30 0 30 232 266 R 000 00000 0 41 41 0 41 54 0 54 41 54 6L000 00000 0 0 000 00000 Site Drwy WB T 174 0 174 10 7 14 21 205 37 268 36 0 36 47 0 47 241 279 E Moody Road R000 00000 0 0 000 00000 L 000 00000 0 0 000 00000 NB T 000 00000 0 0 000 00000 R 000 00000 0 17 17 0 17 24 0 24 17 24 L 000 00000 0 0 000 00000 SB T 000 00000 0 0 000 00000 R 000 00000 0 0 000 00000 353 353 117 155 531 622 L 000 00000 0 0 000 00000 EB T 179 0 179 11 7 12 19 209 38 271 35 0 35 49 0 49 244 285 R 000 00000 0 5 505 50555 7L000 00000 0 0 000 00000 Site Drwy WB T 174 0 174 10 7 14 21 205 37 268 36 0 36 47 0 47 241 279 E Moody Road R000 00000 0 0 000 00000 L 000 00000 0 0 000 00000 NB T 000 00000 0 0 000 00000 R 000 00000 0 1 101 10111 L 000 00000 0 0 000 00000 SB T 000 00000 0 0 000 00000 R 000 00000 0 0 000 00000 353 353 77 102 491 569 L 000 00000 0 0 000 00000 EB T 000 00000 0 0 000 00000 R 000 00000 0 0 000 00000 8L000 00000 0 0 000 00000 Site Drwy WB T 000 00000 0 0 000 00000 N 2nd E R000 00000 0 141 96 45 141 137 130 267 141 267 L 000 00000 0 0 000 00000 NB T 1,120 0 1,120 67 9 53 62 1,249 235 1,372 0-45-45 0 -130 -130 1,204 1,287 R 000 00000 0 140 95 45 140 125 130 255 140 255 L 000 00000 0 0 000 00000 SB T 686 0 686 41 9 51 60 787 144 985 95 0 95 67 0 67 882 957 R 000 00000 0 0 000 00000 1,806 1,806 331 459 2,367 2,766 AM Peak Hour Volumes 3.00% Existing Adjustments Existing Background Strip Temple Total Baseline Background Baseline Primary Pass-By Site Primary Pass-By Site Projected Projected Intersection 2024 (Walmart)2024 2026 Retail Pipeline Pipeline 2026 2031 2031 Car Car Generated Car Car Generated 2026 2031 Counts Counts Growth Pipeline Volumes Volumes Growth Volumes Trips Trips Volumes Trips Trips Volumes Volumes Volumes L 000 00000 0 0 000 00000 EB T 000 00000 0 0 000 00000 R 000 00000 0 0 000 00000 1L220 0 220 13 4 62 66 299 46 364 32 0 32 67 0 67 331 399 N Salem Hwy WB T 000 00000 0 0 000 00000 US 20 SB Ramps R36 0 36 200038 8 44 000 0003844 L 182 0 182 11 3 7 10 203 38 239 909 17 0 17 212 247 TMC Date: 10/23/2024 NB T 264 0 264 16178288 55 336 909 17 0 17 297 344 R 000 00000 0 0 000 00000 7:45 - 8:45 L 000 00000 0 0 000 00000 PHF: 0.91 SB T 508 0 508 30 2 21 23 561 107 651 13 0 13 27 0 27 574 665 R 101 0 101 6000107 21 122 000 000 107 122 1,311 1,311 63 128 1,560 1,821 L 82 0 82 500087 17 99 000 0008799 EB T 202 00002 0 2 000 00022 R 314 0 314 19 5 21 26 359 66 419 13 0 13 27 0 27 372 433 2L000 00000 0 0 000 00000 N Salem Hwy WB T 000 00000 0 0 000 00000 US 20 NB Ramps R000 00000 0 0 000 00000 L 000 00000 0 0 000 00000 TMC Date: 10/23/2024 NB T 364 0 364 22 4 14 18 404 76 476 18 0 18 34 0 34 422 492 R 142 0 142 9 3 21 24 175 30 218 22 0 22 41 0 41 197 237 7:45 - 8:45 L 34 0 34 200036 7 41 000 0003641 PHF: 0.84 SB T 694 0 694 42 6 83 89 825 146 974 45 0 45 94 0 94 870 1,023 R 000 00000 0 0 000 00000 1,632 1,632 98 196 1,985 2,328 L 505 007712 1 13 000 0001213 EB T 202 00668 0 8 000 00088 R 303 0 0 17 17 20 1 21 000 0002021 3L1090 109 7202118 23 170 36 0 36 66 0 66 154 200 N 2nd E WB T 505 0 0 16 16 21 1 22 000 0002122 E Moody Road R89 0 89 57411105 19 123 404 808 109 127 L 606 0 0 49 49 55 1 56 000 0005556 TMC Date: 10/23/2024 NB T 386 0 386 23 0 33 33 442 81 536 36 0 36 67 0 67 478 567 R 119 0 119 7303129 25 147 000 000 129 147 7:45 - 8:45 L 73 0 73 429231108 15 177 58 0 58 121 0 121 166 240 PHF: 0.95 SB T 809 0 809 49 0 11 11 869 170 990 000 000 869 990 R 606 0 0 21 21 27 1 28 000 0002728 1,612 1,612 134 262 2,050 2,420 L 23 0 23 114529 5 42 909 16 0 16 38 49 EB T 23 0 23 114529 5 37 404 8083341 R 15 0 15 100016 3 18 000 0001618 4L360 36 200038 8 44 000 0003844 Idaho 33 WB T 48 0 48 3 1 10 11 62 10 75 606 13 0 13 68 82 E Moody Road R505 00005 1 6 000 00056 L 42 0 42 300045 9 51 000 0004551 TMC Date: 10/23/2024 NB T 105 0 105 6000111 22 127 000 000 111 127 R 24 0 24 100025 5 29 000 0002529 7:30 - 8:30 L 000 00000 0 0 000 00000 PHF: 0.82 SB T 198 0 198 12000210 42 240 000 000 210 240 R 58 0 48 3 2 10 12 63 12 85 13 0 13 27 0 27 76 99 577 567 32 64 667 785 WinCo Foods - Rexburg, ID Annual Growth Rate: Movement Phase 1 - WinCo Only Phase 2 - Whole Shopping Plaza Existing Adjustments Existing Background Strip Temple Total Baseline Background Baseline Primary Pass-By Site Primary Pass-By Site Projected Projected Intersection 2024 (Walmart)2024 2026 Retail Pipeline Pipeline 2026 2031 2031 Car Car Generated Car Car Generated 2026 2031 Counts Counts Growth Pipeline Volumes Volumes Growth Volumes Trips Trips Volumes Trips Trips Volumes Volumes Volumes Movement L 02020 000020 0 20 000 0002020 EB T 61 -12 49 408861 13 94 24 0 24 49 0 49 85 119 R 000 01401414 0 48 34 0 34 72 0 72 48 86 5L000 03033 0 22 19 0 19 40 0 40 22 43 Site Drwy WB T 148 -15 133 9 0 17 17 159 31 181 000 000 159 181 E Moody Road R01515 000015 0 15 000 0001515 L 000 09099 0 49 40 0 40 74 0 74 49 83 NB T 000 00000 0 0 000 00000 R 000 02022 0 8 606 12 0 12 8 14 L 01212 000012 0 12 000 0001212 SB T 000 00000 0 0 000 00000 R 01616 000016 0 16 000 0001616 209 245 123 247 434 589 L 000 00000 0 0 000 00000 EB T 61 0 61 4281075 13 92 808 14 0 14 83 98 R 000 00000 0 22 22 0 22 47 0 47 22 47 6L000 00000 0 0 000 00000 Site Drwy WB T 148 0 148 9 3 17 20 177 31 218 19 0 19 40 0 40 196 239 E Moody Road R000 00000 0 0 000 00000 L 000 00000 0 0 000 00000 NB T 000 00000 0 0 000 00000 R 000 00000 0 6 606 11 0 11 6 11 L 000 00000 0 0 000 00000 SB T 000 00000 0 0 000 00000 R 000 00000 0 0 000 00000 209 209 55 112 307 395 L 000 00000 0 0 000 00000 EB T 61 0 61 4281075 13 96 12 0 12 23 0 23 87 107 R 000 00000 0 2 202 20222 7L000 00000 0 0 000 00000 Site Drwy WB T 148 0 148 9 3 17 20 177 31 218 19 0 19 40 0 40 196 239 E Moody Road R000 00000 0 0 000 00000 L 000 00000 0 0 000 00000 NB T 000 00000 0 0 000 00000 R 000 00000 0 1 101 10111 L 000 00000 0 0 000 00000 SB T 000 00000 0 0 000 00000 R 000 00000 0 0 000 00000 209 209 34 66 286 349 L 000 00000 0 0 000 00000 EB T 000 00000 0 0 000 00000 R 000 00000 0 0 000 00000 8L000 00000 0 0 000 00000 Site Drwy WB T 000 00000 0 0 000 00000 N 2nd E R000 00000 0 36 36 0 36 67 0 67 36 67 L 000 00000 0 0 000 00000 NB T 511 0 511 31 2 82 84 626 107 702 000 000 626 702 R 000 00000 0 51 51 0 51 107 0 107 51 107 L 000 00000 0 0 000 00000 SB T 901 0 901 54 2 28 30 985 189 1,156 36 0 36 66 0 66 1,021 1,186 R 000 00000 0 0 000 00000 1,412 1,412 123 240 1,734 2,063 Appendix C Operations Analysis Worksheets Lanes, Volumes, Timings Existing 2024 1: N Salem Hwy & US 20 SB Ramps AM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 220 1 35 180 265 0 0 510 100 Future Volume (vph)0 0 0 220 1 35 180 265 0 0 510 100 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 200 150 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1742 1416 913 1401 Travel Time (s)39.6 32.2 20.8 31.8 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 2 Detector Phase 88852 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)23.0 23.0 23.0 14.0 57.0 43.0 Total Split (%)28.8% 28.8% 28.8% 17.5% 71.3%53.8% Maximum Green (s)18.5 18.5 18.5 9.5 52.5 38.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 66.2 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps HCM 7th Signalized Intersection Summary Existing 2024 1: N Salem Hwy & US 20 SB Ramps AM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 220 1 35 180 265 0 0 510 100 Future Volume (veh/h) 0 0 0 220 1 35 180 265 0 0 510 100 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870 Adj Flow Rate, veh/h 242 1 38 198 291 0 0 560 110 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %333550022 Cap, veh/h 328 1 293 404 1160 0 0 689 135 Arrive On Green 0.19 0.19 0.19 0.09 0.64 0.00 0.00 0.45 0.45 Sat Flow, veh/h 1760 7 1572 1739 1826 0 0 1518 298 Grp Volume(v), veh/h 243038198291000670 Grp Sat Flow(s),veh/h/ln 1768 0 1572 1739 18260001817 Q Serve(g_s), s 6.6 0.0 1.0 2.7 3.5 0.0 0.0 0.0 16.1 Cycle Q Clear(g_c), s 6.6 0.0 1.0 2.7 3.5 0.0 0.0 0.0 16.1 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16 Lane Grp Cap(c), veh/h 330 0 293 404 1160000824 V/C Ratio(X)0.74 0.00 0.13 0.49 0.25 0.00 0.00 0.00 0.81 Avail Cap(c_a), veh/h 647057657018970001384 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 19.4 0.0 17.1 9.3 4.0 0.0 0.0 0.0 12.0 Incr Delay (d2), s/veh 3.2 0.0 0.2 0.9 0.1 0.0 0.0 0.0 2.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 0.0 0.3 0.7 0.8 0.0 0.0 0.0 5.6 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 22.6 0.0 17.3 10.2 4.1 0.0 0.0 0.0 14.0 LnGrp LOS C B B A B Approach Vol, veh/h 281 489 670 Approach Delay, s/veh 21.9 6.6 14.0 Approach LOS C A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 36.6 9.2 27.4 13.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 52.5 9.5 38.5 18.5 Max Q Clear Time (g_c+I1), s 5.5 4.7 18.1 8.6 Green Ext Time (p_c), s 1.9 0.2 4.8 1.1 Intersection Summary HCM 7th Control Delay, s/veh 13.0 HCM 7th LOS B Lanes, Volumes, Timings Existing 2024 2: N Salem Hwy & US 20 NB Ramps AM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8013150000365140356950 Future Volume (vph) 8013150000365140356950 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 100 0 0 0 0 150 0 Storage Lanes 1 1 0 0 0 1 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1724 1826 2783 913 Travel Time (s)39.2 41.5 63.3 20.8 Turn Type Perm NA NA Perm pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 2 6 Detector Phase 4 4 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s)29.0 29.0 41.5 41.5 9.5 51.0 Total Split (%)36.3% 36.3%51.9% 51.9% 11.9% 63.8% Maximum Green (s) 24.5 24.5 37.0 37.0 5.0 46.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min None Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 55.8 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps HCM 7th Signalized Intersection Summary Existing 2024 2: N Salem Hwy & US 20 NB Ramps AM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8013150000365140356950 Future Volume (veh/h) 8013150000365140356950 Initial Q (Qb), veh 000 000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0 Adj Flow Rate, veh/h 95 1 226 0 435 66 42 827 0 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 555 044220 Cap, veh/h 374 1 332 0 758 642 463 1060 0 Arrive On Green 0.22 0.22 0.22 0.00 0.41 0.41 0.05 0.57 0.00 Sat Flow, veh/h 1739 7 1542 0 1841 1560 1781 1870 0 Grp Volume(v), veh/h 95 0 227 0 435 66 42 827 0 Grp Sat Flow(s),veh/h/ln 1739 0 1548 0 1841 1560 1781 1870 0 Q Serve(g_s), s 1.9 0.0 5.6 0.0 7.5 1.1 0.5 14.2 0.0 Cycle Q Clear(g_c), s 1.9 0.0 5.6 0.0 7.5 1.1 0.5 14.2 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 374 0 333 0 758 642 463 1060 0 V/C Ratio(X)0.25 0.00 0.68 0.00 0.57 0.10 0.09 0.78 0.00 Avail Cap(c_a), veh/h 1031 0 918 0 1648 1397 596 2105 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 13.5 0.0 14.9 0.0 9.4 7.5 6.3 6.9 0.0 Incr Delay (d2), s/veh 0.4 0.0 2.4 0.0 0.7 0.1 0.1 1.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 1.9 0.0 2.4 0.3 0.1 3.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 13.8 0.0 17.4 0.0 10.1 7.5 6.4 8.2 0.0 LnGrp LOS B B BAAA Approach Vol, veh/h 322 501 869 Approach Delay, s/veh 16.3 9.7 8.1 Approach LOS B A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 6.4 21.5 13.4 27.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 37.0 24.5 46.5 Max Q Clear Time (g_c+I1), s 2.5 9.5 7.6 16.2 Green Ext Time (p_c), s 0.0 3.1 1.6 7.2 Intersection Summary HCM 7th Control Delay, s/veh 10.2 HCM 7th LOS B Lanes, Volumes, Timings Existing 2024 3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)5 5 5 110 5 90 5 385 120 75 810 5 Future Volume (vph)5 5 5 110 5 90 5 385 120 75 810 5 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)150 0 200 0 150 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1579 2678 2125 2783 Travel Time (s)35.9 60.9 48.3 63.3 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 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)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)10.0 22.6 11.0 23.6 10.0 35.9 10.5 36.4 Total Split (%)12.5% 28.3% 13.8% 29.5% 12.5% 44.9% 13.1% 45.5% Maximum Green (s)5.5 18.1 6.5 19.1 5.5 31.4 6.0 31.9 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 None None None None Min None Min Walk Time (s)7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 40.6 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd HCM 7th Signalized Intersection Summary Existing 2024 3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 5 5 110 5 90 5 385 120 75 810 5 Future Volume (veh/h) 5 5 5 110 5 90 5 385 120 75 810 5 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870 Adj Flow Rate, veh/h 5 5 5 116 5 11 5 405 94 79 853 5 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 Percent Heavy Veh, % 111333444222 Cap, veh/h 253 32 32 396 63 139 330 913 210 509 1416 8 Arrive On Green 0.01 0.04 0.04 0.09 0.12 0.12 0.01 0.32 0.32 0.07 0.39 0.39 Sat Flow, veh/h 1795 865 865 1767 516 1135 1753 2823 649 1781 3622 21 Grp Volume(v), veh/h 5 0 10 116 0 16 5 249 250 79 418 440 Grp Sat Flow(s),veh/h/ln 1795 0 1730 1767 0 1651 1753 1749 1724 1781 1777 1867 Q Serve(g_s), s 0.1 0.0 0.2 2.3 0.0 0.3 0.1 4.3 4.4 1.1 7.1 7.1 Cycle Q Clear(g_c), s 0.1 0.0 0.2 2.3 0.0 0.3 0.1 4.3 4.4 1.1 7.1 7.1 Prop In Lane 1.00 0.50 1.00 0.69 1.00 0.38 1.00 0.01 Lane Grp Cap(c), veh/h 253 0 63 396 0 203 330 565 557 509 695 730 V/C Ratio(X)0.02 0.00 0.16 0.29 0.00 0.08 0.02 0.44 0.45 0.16 0.60 0.60 Avail Cap(c_a), veh/h 500 0 822 534 0 828 571 1442 1422 657 1489 1564 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.5 0.0 17.8 14.7 0.0 14.8 8.8 10.2 10.2 7.5 9.2 9.2 Incr Delay (d2), s/veh 0.0 0.0 1.1 0.4 0.0 0.2 0.0 0.5 0.6 0.1 0.8 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 0.8 0.0 0.1 0.0 1.3 1.3 0.3 2.1 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 17.5 0.0 18.9 15.1 0.0 15.0 8.9 10.7 10.8 7.6 10.1 10.0 LnGrp LOS B BB BABBABB Approach Vol, veh/h 15 132 504 937 Approach Delay, s/veh 18.4 15.1 10.7 9.9 Approach LOS BBBA Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.3 16.8 8.0 5.9 4.8 19.4 4.8 9.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.0 31.4 6.5 18.1 5.5 31.9 5.5 19.1 Max Q Clear Time (g_c+I1), s 3.1 6.4 4.3 2.2 2.1 9.1 2.1 2.3 Green Ext Time (p_c), s 0.0 3.2 0.1 0.0 0.0 5.7 0.0 0.0 Intersection Summary HCM 7th Control Delay, s/veh 10.6 HCM 7th LOS B HCM 7th TWSC Existing 2024 4: Idaho 33 & E Moody Rd AM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 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 25 25 15 35 50 5 40 105 25 1 200 50 Future Vol, veh/h 25 25 15 35 50 5 40 105 25 1 200 50 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- 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, % 111111222111 Mvmt Flow 30 30 18 43 61 6 49 128 30 1 244 61 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 533 533 274 502 548 143 305 0 0 159 0 0 Stage 1 277 277 - 241 241 ------- Stage 2 256 256 - 262 307 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 459 454 767 481 445 907 1256 - - 1427 - - Stage 1 732 683 - 765 708 ------- Stage 2 751 697 - 746 663 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 376 434 767 419 426 907 1256 - - 1427 - - Mov Cap-2 Maneuver 376 434 - 419 426 ------- Stage 1 731 682 - 732 678 ------- Stage 2 650 668 - 695 662 ------- Approach EB WB NB SB HCM Control Delay, s/v13.54 16.02 1.88 0.03 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)408 - - 376 434 767 436 7 - - HCM Lane V/C Ratio 0.039 - - 0.081 0.07 0.024 0.252 0.001 - - HCM Control Delay (s/veh) 8 0 - 15.4 13.9 9.8 16 7.5 0 - HCM Lane LOS A A - C B A C A A - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.2 0.1 1 0 - - Lanes, Volumes, Timings Existing 2024 1: N Salem Hwy & US 20 SB Ramps PM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 205 1 25 345 440 0 0 345 65 Future Volume (vph)0 0 0 205 1 25 345 440 0 0 345 65 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 200 150 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1742 1416 913 1401 Travel Time (s)39.6 32.2 20.8 31.8 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 2 Detector Phase 88852 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)22.8 22.8 22.8 24.0 57.2 33.2 Total Split (%)28.5% 28.5% 28.5% 30.0% 71.5%41.5% Maximum Green (s)18.3 18.3 18.3 19.5 52.7 28.7 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 62.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps HCM 7th Signalized Intersection Summary Existing 2024 1: N Salem Hwy & US 20 SB Ramps PM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 205 1 25 345 440 0 0 345 65 Future Volume (veh/h) 0 0 0 205 1 25 345 440 0 0 345 65 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885 Adj Flow Rate, veh/h 220 1 27 371 473 0 0 371 70 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %222220011 Cap, veh/h 313 1 280 599 1145 0 0 498 94 Arrive On Green 0.18 0.18 0.18 0.18 0.61 0.00 0.00 0.32 0.32 Sat Flow, veh/h 1774 8 1585 1781 1870 0 0 1542 291 Grp Volume(v), veh/h 221027371473000441 Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 18700001833 Q Serve(g_s), s 5.0 0.0 0.6 5.0 5.6 0.0 0.0 0.0 9.2 Cycle Q Clear(g_c), s 5.0 0.0 0.6 5.0 5.6 0.0 0.0 0.0 9.2 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16 Lane Grp Cap(c), veh/h 315 0 280 599 1145000592 V/C Ratio(X)0.70 0.00 0.10 0.62 0.41 0.00 0.00 0.00 0.75 Avail Cap(c_a), veh/h 764 0 680 1085 23100001233 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 16.5 0.0 14.7 7.6 4.3 0.0 0.0 0.0 12.9 Incr Delay (d2), s/veh 2.9 0.0 0.1 1.0 0.2 0.0 0.0 0.0 1.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 0.2 1.3 1.2 0.0 0.0 0.0 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 19.4 0.0 14.9 8.7 4.5 0.0 0.0 0.0 14.8 LnGrp LOS B B A A B Approach Vol, veh/h 248 844 441 Approach Delay, s/veh 18.9 6.4 14.8 Approach LOS B A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 30.6 12.4 18.3 12.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 52.7 19.5 28.7 18.3 Max Q Clear Time (g_c+I1), s 7.6 7.0 11.2 7.0 Green Ext Time (p_c), s 3.4 0.9 2.6 1.0 Intersection Summary HCM 7th Control Delay, s/veh 10.8 HCM 7th LOS B Lanes, Volumes, Timings Existing 2024 2: N Salem Hwy & US 20 NB Ramps PM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 10012700000690310355150 Future Volume (vph) 10012700000690310355150 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 100 0 0 0 0 150 0 Storage Lanes 1 1 0 0 0 1 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1724 1826 2783 913 Travel Time (s)39.2 41.5 63.3 20.8 Turn Type Perm NA NA Perm pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 2 6 Detector Phase 4 4 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s)24.4 24.4 46.1 46.1 9.5 55.6 Total Split (%)30.5% 30.5%57.6% 57.6% 11.9% 69.5% Maximum Green (s) 19.9 19.9 41.6 41.6 5.0 51.1 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min None Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 56.3 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps HCM 7th Signalized Intersection Summary Existing 2024 2: N Salem Hwy & US 20 NB Ramps PM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10012700000690310355150 Future Volume (veh/h) 10012700000690310355150 Initial Q (Qb), veh 000 000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 114 1 23 0 784 170 40 585 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 222 011220 Cap, veh/h 169 6 145 0 1019 864 375 1294 0 Arrive On Green 0.09 0.09 0.09 0.00 0.54 0.54 0.04 0.69 0.00 Sat Flow, veh/h 1781 66 1529 0 1885 1598 1781 1870 0 Grp Volume(v), veh/h 114 0 24 0 784 170 40 585 0 Grp Sat Flow(s),veh/h/ln 1781 0 1595 0 1885 1598 1781 1870 0 Q Serve(g_s), s 2.6 0.0 0.6 0.0 13.8 2.3 0.4 5.9 0.0 Cycle Q Clear(g_c), s 2.6 0.0 0.6 0.0 13.8 2.3 0.4 5.9 0.0 Prop In Lane 1.00 0.96 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 169 0 152 0 1019 864 375 1294 0 V/C Ratio(X)0.67 0.00 0.16 0.00 0.77 0.20 0.11 0.45 0.00 Avail Cap(c_a), veh/h 840 0 752 0 1859 1575 507 2265 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 18.5 0.0 17.5 0.0 7.6 5.0 6.1 2.9 0.0 Incr Delay (d2), s/veh 4.6 0.0 0.5 0.0 1.3 0.1 0.1 0.2 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 0.2 0.0 3.7 0.5 0.1 0.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 23.1 0.0 18.0 0.0 8.9 5.1 6.2 3.2 0.0 LnGrp LOS C B AAAA Approach Vol, veh/h 138 954 625 Approach Delay, s/veh 22.2 8.2 3.4 Approach LOS C A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 6.4 27.3 8.5 33.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 41.6 19.9 51.1 Max Q Clear Time (g_c+I1), s 2.4 15.8 4.6 7.9 Green Ext Time (p_c), s 0.0 7.0 0.3 4.5 Intersection Summary HCM 7th Control Delay, s/veh 7.6 HCM 7th LOS A Lanes, Volumes, Timings Existing 2024 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)15 5 5 295 10 100 5 730 385 70 580 15 Future Volume (vph)15 5 5 295 10 100 5 730 385 70 580 15 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)150 0 200 0 150 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1579 2678 2125 2783 Travel Time (s)35.9 60.9 48.3 63.3 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 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)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)9.5 22.5 12.0 25.0 9.5 35.9 9.6 36.0 Total Split (%)11.9% 28.1% 15.0% 31.3% 11.9% 44.9% 12.0% 45.0% Maximum Green (s)5.0 18.0 7.5 20.5 5.0 31.4 5.1 31.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 None None None None Min None Min Walk Time (s)7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 51.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd HCM 7th Signalized Intersection Summary Existing 2024 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 5 5 295 10 100 5 730 385 70 580 15 Future Volume (veh/h) 15 5 5 295 10 100 5 730 385 70 580 15 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885 Adj Flow Rate, veh/h 16 5 5 321 11 11 5 793 342 76 630 16 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 444111112111 Cap, veh/h 229 40 40 431 141 141 440 1051 452 319 1737 44 Arrive On Green 0.02 0.05 0.05 0.14 0.16 0.16 0.01 0.43 0.43 0.06 0.49 0.49 Sat Flow, veh/h 1753 844 844 1795 865 865 1795 2438 1049 1795 3569 91 Grp Volume(v), veh/h 16 0 10 321 0 22 5 582 553 76 316 330 Grp Sat Flow(s),veh/h/ln 1753 0 1689 1795 0 1730 1795 1791 1696 1795 1791 1869 Q Serve(g_s), s 0.5 0.0 0.3 7.5 0.0 0.6 0.1 15.2 15.3 1.2 6.1 6.1 Cycle Q Clear(g_c), s 0.5 0.0 0.3 7.5 0.0 0.6 0.1 15.2 15.3 1.2 6.1 6.1 Prop In Lane 1.00 0.50 1.00 0.50 1.00 0.62 1.00 0.05 Lane Grp Cap(c), veh/h 229 0 80 431 0 281 440 772 731 319 872 910 V/C Ratio(X)0.07 0.00 0.13 0.74 0.00 0.08 0.01 0.75 0.76 0.24 0.36 0.36 Avail Cap(c_a), veh/h 352 0 548 431 0 639 589 1013 960 373 1017 1061 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.4 0.0 25.3 21.2 0.0 19.7 8.9 13.3 13.3 9.8 8.9 8.9 Incr Delay (d2), s/veh 0.1 0.0 0.7 6.9 0.0 0.1 0.0 2.3 2.5 0.4 0.3 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.1 4.4 0.0 0.2 0.0 5.6 5.3 0.4 2.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 24.5 0.0 26.0 28.1 0.0 19.8 8.9 15.6 15.8 10.2 9.1 9.1 LnGrp LOS C CC BABBBAA Approach Vol, veh/h 26 343 1140 722 Approach Delay, s/veh 25.1 27.6 15.7 9.2 Approach LOS C C B A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.0 28.4 12.0 7.1 4.9 31.5 5.6 13.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 31.4 7.5 18.0 5.0 31.5 5.0 20.5 Max Q Clear Time (g_c+I1), s 3.2 17.3 9.5 2.3 2.1 8.1 2.5 2.6 Green Ext Time (p_c), s 0.0 6.7 0.0 0.0 0.0 4.1 0.0 0.0 Intersection Summary HCM 7th Control Delay, s/veh 15.5 HCM 7th LOS B HCM 7th TWSC Existing 2024 4: Idaho 33 & E Moody Rd PM Peak Hour Rexburg WinCo Synchro 12 Report 11/15/2024 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 60 50 70 30 50 5 60 190 40 1 175 65 Future Vol, veh/h 60 50 70 30 50 5 60 190 40 1 175 65 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 111111111111 Mvmt Flow 63 52 73 31 52 5 63 198 42 1 182 68 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 567 583 216 554 596 219 250 0 0 240 0 0 Stage 1 218 218 - 344 344 ------- Stage 2 349 365 - 210 252 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - - Pot Cap-1 Maneuver 436 425 826 444 418 823 1321 - - 1333 - - Stage 1 786 724 - 674 639 ------- Stage 2 669 625 - 794 700 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 358 402 826 335 395 823 1321 - - 1333 - - Mov Cap-2 Maneuver 358 402 - 335 395 ------- Stage 1 786 724 - 637 604 ------- Stage 2 574 591 - 671 700 ------- Approach EB WB NB SB HCM Control Delay, s/v13.78 17.21 1.63 0.03 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)360 - - 358 402 826 383 7 - - HCM Lane V/C Ratio 0.047 - - 0.175 0.13 0.088 0.231 0.001 - - HCM Control Delay (s/veh) 7.9 0 - 17.2 15.3 9.8 17.2 7.7 0 - HCM Lane LOS A A - C C A C A A - HCM 95th %tile Q(veh) 0.1 - - 0.6 0.4 0.3 0.9 0 - - Lanes, Volumes, Timings Projected 2026 without Phase 1 1: N Salem Hwy & US 20 SB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 300 1 40 205 290 0 0 560 105 Future Volume (vph)0 0 0 300 1 40 205 290 0 0 560 105 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 200 150 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1742 1416 913 1401 Travel Time (s)39.6 32.2 20.8 31.8 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 2 Detector Phase 88852 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)24.0 24.0 24.0 14.0 56.0 42.0 Total Split (%)30.0% 30.0% 30.0% 17.5% 70.0%52.5% Maximum Green (s)19.5 19.5 19.5 9.5 51.5 37.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 72.6 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps HCM 7th Signalized Intersection Summary Projected 2026 without Phase 1 1: N Salem Hwy & US 20 SB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 300 1 40 205 290 0 0 560 105 Future Volume (veh/h) 0 0 0 300 1 40 205 290 0 0 560 105 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870 Adj Flow Rate, veh/h 326 1 43 223 315 0 0 609 114 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %333550022 Cap, veh/h 399 1 356 355 1146 0 0 705 132 Arrive On Green 0.23 0.23 0.23 0.09 0.63 0.00 0.00 0.46 0.46 Sat Flow, veh/h 1762 5 1572 1739 1826 0 0 1532 287 Grp Volume(v), veh/h 327043223315000723 Grp Sat Flow(s),veh/h/ln 1767 0 1572 1739 18260001819 Q Serve(g_s), s 10.8 0.0 1.3 3.7 4.8 0.0 0.0 0.0 22.0 Cycle Q Clear(g_c), s 10.8 0.0 1.3 3.7 4.8 0.0 0.0 0.0 22.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.16 Lane Grp Cap(c), veh/h 400 0 356 355 1146000837 V/C Ratio(X)0.82 0.00 0.12 0.63 0.27 0.00 0.00 0.00 0.86 Avail Cap(c_a), veh/h 559049745915250001106 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 22.6 0.0 19.0 12.4 5.2 0.0 0.0 0.0 14.9 Incr Delay (d2), s/veh 6.5 0.0 0.1 1.8 0.1 0.0 0.0 0.0 5.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 0.0 0.5 1.4 1.4 0.0 0.0 0.0 9.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 29.1 0.0 19.1 14.3 5.3 0.0 0.0 0.0 20.6 LnGrp LOS C B B A C Approach Vol, veh/h 370 538 723 Approach Delay, s/veh 28.0 9.0 20.6 Approach LOS C A C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 43.2 10.3 32.9 18.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 51.5 9.5 37.5 19.5 Max Q Clear Time (g_c+I1), s 6.8 5.7 24.0 12.8 Green Ext Time (p_c), s 2.1 0.2 4.4 1.2 Intersection Summary HCM 7th Control Delay, s/veh 18.5 HCM 7th LOS B Lanes, Volumes, Timings Projected 2026 without Phase 1 2: N Salem Hwy & US 20 NB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8553600000405175358250 Future Volume (vph) 8553600000405175358250 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 100 0 0 0 0 150 0 Storage Lanes 1 1 0 0 0 1 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1724 1826 2783 913 Travel Time (s)39.2 41.5 63.3 20.8 Turn Type Perm NA NA Perm pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 2 6 Detector Phase 4 4 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s)26.0 26.0 44.5 44.5 9.5 54.0 Total Split (%)32.5% 32.5%55.6% 55.6% 11.9% 67.5% Maximum Green (s) 21.5 21.5 40.0 40.0 5.0 49.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min None Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 61.5 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps HCM 7th Signalized Intersection Summary Projected 2026 without Phase 1 2: N Salem Hwy & US 20 NB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8553600000405175358250 Future Volume (veh/h) 8553600000405175358250 Initial Q (Qb), veh 000 000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0 Adj Flow Rate, veh/h 92 5 261 0 440 92 38 897 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 555 044220 Cap, veh/h 399 7 349 0 837 709 467 1099 0 Arrive On Green 0.23 0.23 0.23 0.00 0.45 0.45 0.04 0.59 0.00 Sat Flow, veh/h 1739 29 1523 0 1841 1560 1781 1870 0 Grp Volume(v), veh/h 92 0 266 0 440 92 38 897 0 Grp Sat Flow(s),veh/h/ln 1739 0 1552 0 1841 1560 1781 1870 0 Q Serve(g_s), s 2.1 0.0 7.8 0.0 8.4 1.7 0.5 18.7 0.0 Cycle Q Clear(g_c), s 2.1 0.0 7.8 0.0 8.4 1.7 0.5 18.7 0.0 Prop In Lane 1.00 0.98 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 399 0 356 0 837 709 467 1099 0 V/C Ratio(X)0.23 0.00 0.75 0.00 0.53 0.13 0.08 0.82 0.00 Avail Cap(c_a), veh/h 761 0 679 0 1499 1270 575 1885 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 15.4 0.0 17.6 0.0 9.6 7.8 6.5 8.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 3.1 0.0 0.5 0.1 0.1 1.5 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 2.8 0.0 2.7 0.5 0.1 5.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 15.7 0.0 20.7 0.0 10.1 7.8 6.6 9.6 0.0 LnGrp LOS B C BAAA Approach Vol, veh/h 358 532 935 Approach Delay, s/veh 19.4 9.7 9.5 Approach LOS B A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 6.5 26.8 15.8 33.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 40.0 21.5 49.5 Max Q Clear Time (g_c+I1), s 2.5 10.4 9.8 20.7 Green Ext Time (p_c), s 0.0 3.3 1.5 8.2 Intersection Summary HCM 7th Control Delay, s/veh 11.5 HCM 7th LOS B Lanes, Volumes, Timings Projected 2026 without Phase 1 3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)10 10 20 120 20 105 55 440 130 110 870 25 Future Volume (vph)10 10 20 120 20 105 55 440 130 110 870 25 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)150 0 200 0 150 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1579 818 765 2783 Travel Time (s)35.9 18.6 17.4 63.3 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 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)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)9.6 22.5 11.8 24.7 10.2 30.5 15.2 35.5 Total Split (%)12.0% 28.1% 14.8% 30.9% 12.8% 38.1% 19.0% 44.4% Maximum Green (s)5.1 18.0 7.3 20.2 5.7 26.0 10.7 31.0 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 None None None None Min None Min Walk Time (s)7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 49.9 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd HCM 7th Signalized Intersection Summary Projected 2026 without Phase 1 3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 10 20 120 20 105 55 440 130 110 870 25 Future Volume (veh/h) 10 10 20 120 20 105 55 440 130 110 870 25 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870 Adj Flow Rate, veh/h 11 11 0 126 21 11 58 463 105 116 916 21 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 Percent Heavy Veh, % 111333444222 Cap, veh/h 264 103 0 388 148 78 370 1035 233 517 1396 32 Arrive On Green 0.01 0.05 0.00 0.09 0.13 0.13 0.06 0.37 0.37 0.09 0.39 0.39 Sat Flow, veh/h 1795 1885 0 1767 1147 601 1753 2836 639 1781 3551 81 Grp Volume(v), veh/h 11 11 0 126 0 32 58 284 284 116 458 479 Grp Sat Flow(s),veh/h/ln 1795 1885 0 1767 0 1747 1753 1749 1726 1781 1777 1856 Q Serve(g_s), s 0.3 0.2 0.0 2.9 0.0 0.7 0.9 5.5 5.5 1.7 9.4 9.4 Cycle Q Clear(g_c), s 0.3 0.2 0.0 2.9 0.0 0.7 0.9 5.5 5.5 1.7 9.4 9.4 Prop In Lane 1.00 0.00 1.00 0.34 1.00 0.37 1.00 0.04 Lane Grp Cap(c), veh/h 264 103 0 388 0 226 370 638 630 517 699 730 V/C Ratio(X)0.04 0.11 0.00 0.32 0.00 0.14 0.16 0.45 0.45 0.22 0.66 0.66 Avail Cap(c_a), veh/h 445 765 0 521 0 795 495 1025 1011 794 1241 1296 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.3 19.9 0.0 16.8 0.0 17.1 8.5 10.7 10.7 7.6 11.0 11.0 Incr Delay (d2), s/veh 0.1 0.4 0.0 0.5 0.0 0.3 0.2 0.5 0.5 0.2 1.1 1.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.0 1.1 0.0 0.3 0.3 1.8 1.8 0.5 3.0 3.2 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 19.4 20.4 0.0 17.3 0.0 17.4 8.7 11.2 11.2 7.8 12.1 12.0 LnGrp LOS BC B BABBABB Approach Vol, veh/h 22 158 626 1053 Approach Delay, s/veh 19.9 17.3 11.0 11.6 Approach LOS BBBB Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.3 20.7 8.4 6.9 7.1 21.9 5.1 10.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.7 26.0 7.3 18.0 5.7 31.0 5.1 20.2 Max Q Clear Time (g_c+I1), s 3.7 7.5 4.9 2.2 2.9 11.4 2.3 2.7 Green Ext Time (p_c), s 0.1 3.4 0.1 0.0 0.0 6.1 0.0 0.1 Intersection Summary HCM 7th Control Delay, s/veh 11.9 HCM 7th LOS B HCM 7th TWSC Projected 2026 without Phase 1 4: Idaho 33 & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 30 15 40 60 5 45 110 25 1 210 65 Future Vol, veh/h 30 30 15 40 60 5 45 110 25 1 210 65 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 111111222111 Mvmt Flow 33 33 16 43 65 5 49 120 27 1 228 71 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 516 510 264 478 532 133 299 0 0 147 0 0 Stage 1 266 266 - 231 231 ------- Stage 2 250 245 - 247 301 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 471 468 777 500 455 919 1262 - - 1441 - - Stage 1 742 691 - 774 715 ------- Stage 2 756 706 - 759 667 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 384 448 777 435 435 919 1262 - - 1441 - - Mov Cap-2 Maneuver 384 448 - 435 435 ------- Stage 1 741 690 - 741 685 ------- Stage 2 651 676 - 708 666 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 13.52 15.81 1.99 0.03 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)434 - - 384 448 777 446 6 - - HCM Lane V/C Ratio 0.039 - - 0.085 0.073 0.021 0.256 0.001 - - HCM Ctrl Dly (s/v)8 0 - 15.3 13.7 9.7 15.8 7.5 0 - HCM Lane LOS A A - C B A C A A - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.2 0.1 1 0 - - HCM 7th TWSC Projected 2026 without Phase 1 5: Site Drwy/Walmart Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 60 15 5 160 15 10 1 5 10 1 15 Future Vol, veh/h 20 60 15 5 160 15 10 1 5 10 1 15 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--50 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 222222222222 Mvmt Flow 22 65 16 5 174 16 11 1 5 11 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 190 0 0 82 0 0 302 318 73 302 318 182 Stage 1 ------117117-193193- Stage 2 ------185201-109125- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1384 - - 1516 - - 650 598 988 650 598 860 Stage 1 ------888799-809741- Stage 2 ------816735-896792- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1384 - - 1516 - - 624 587 988 633 587 860 Mov Cap-2 Maneuver ------624587-633587- Stage 1 ------874786-806738- Stage 2 ------797732-876780- Approach EB WB NB SB HCM Ctrl Dly, s/v 1.61 0.21 10.21 9.93 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)621 988 1384 - - 1516 - - 628 860 HCM Lane V/C Ratio 0.019 0.005 0.016 - - 0.004 - - 0.019 0.019 HCM Ctrl Dly (s/v)10.9 8.7 7.6 - - 7.4 - - 10.8 9.3 HCM Lane LOS B A A - - A - - B A HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.1 0.1 Lanes, Volumes, Timings Projected 2026 without Phase 1 1: N Salem Hwy & US 20 SB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 265 1 30 395 485 0 0 385 70 Future Volume (vph)0 0 0 265 1 30 395 485 0 0 385 70 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 200 150 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1742 1416 913 1401 Travel Time (s)39.6 32.2 20.8 31.8 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 2 Detector Phase 88852 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)22.8 22.8 22.8 24.0 57.2 33.2 Total Split (%)28.5% 28.5% 28.5% 30.0% 71.5%41.5% Maximum Green (s)18.3 18.3 18.3 19.5 52.7 28.7 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 68.6 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps HCM 7th Signalized Intersection Summary Projected 2026 without Phase 1 1: N Salem Hwy & US 20 SB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 265 1 30 395 485 0 0 385 70 Future Volume (veh/h) 0 0 0 265 1 30 395 485 0 0 385 70 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885 Adj Flow Rate, veh/h 285 1 32 425 522 0 0 414 75 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %222220011 Cap, veh/h 372 1 333 569 1151 0 0 518 94 Arrive On Green 0.21 0.21 0.21 0.19 0.62 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1775 6 1585 1781 1870 0 0 1553 281 Grp Volume(v), veh/h 286032425522000489 Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 18700001835 Q Serve(g_s), s 7.8 0.0 0.8 7.0 7.7 0.0 0.0 0.0 12.5 Cycle Q Clear(g_c), s 7.8 0.0 0.8 7.0 7.7 0.0 0.0 0.0 12.5 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.15 Lane Grp Cap(c), veh/h 374 0 333 569 1151000612 V/C Ratio(X)0.77 0.00 0.10 0.75 0.45 0.00 0.00 0.00 0.80 Avail Cap(c_a), veh/h 633056389719130001022 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 19.2 0.0 16.4 9.5 5.3 0.0 0.0 0.0 15.6 Incr Delay (d2), s/veh 3.3 0.0 0.1 2.0 0.3 0.0 0.0 0.0 2.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 0.0 0.3 2.2 2.0 0.0 0.0 0.0 4.9 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 22.4 0.0 16.5 11.4 5.6 0.0 0.0 0.0 18.0 LnGrp LOS C B B A B Approach Vol, veh/h 318 947 489 Approach Delay, s/veh 21.9 8.2 18.0 Approach LOS C A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 36.2 14.5 21.7 15.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 52.7 19.5 28.7 18.3 Max Q Clear Time (g_c+I1), s 9.7 9.0 14.5 9.8 Green Ext Time (p_c), s 3.9 1.0 2.7 1.1 Intersection Summary HCM 7th Control Delay, s/veh 13.4 HCM 7th LOS B Lanes, Volumes, Timings Projected 2026 without Phase 1 2: N Salem Hwy & US 20 NB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 10513100000775365356150 Future Volume (vph) 10513100000775365356150 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 100 0 0 0 0 150 0 Storage Lanes 1 1 0 0 0 1 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1724 1826 2783 913 Travel Time (s)39.2 41.5 63.3 20.8 Turn Type Perm NA NA Perm pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 2 6 Detector Phase 4 4 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s)24.4 24.4 46.1 46.1 9.5 55.6 Total Split (%)30.5% 30.5%57.6% 57.6% 11.9% 69.5% Maximum Green (s) 19.9 19.9 41.6 41.6 5.0 51.1 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min None Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 59.4 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps HCM 7th Signalized Intersection Summary Projected 2026 without Phase 1 2: N Salem Hwy & US 20 NB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10513100000775365356150 Future Volume (veh/h) 10513100000775365356150 Initial Q (Qb), veh 000 000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 114 1 87 0 842 207 38 668 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222 011220 Cap, veh/h 195 2 172 0 1056 895 339 1306 0 Arrive On Green 0.11 0.11 0.11 0.00 0.56 0.56 0.04 0.70 0.00 Sat Flow, veh/h 1781 18 1570 0 1885 1598 1781 1870 0 Grp Volume(v), veh/h 114 0 88 0 842 207 38 668 0 Grp Sat Flow(s),veh/h/ln 1781 0 1588 0 1885 1598 1781 1870 0 Q Serve(g_s), s 2.8 0.0 2.4 0.0 16.6 3.1 0.4 7.8 0.0 Cycle Q Clear(g_c), s 2.8 0.0 2.4 0.0 16.6 3.1 0.4 7.8 0.0 Prop In Lane 1.00 0.99 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 195 0 174 0 1056 895 339 1306 0 V/C Ratio(X)0.58 0.00 0.51 0.00 0.80 0.23 0.11 0.51 0.00 Avail Cap(c_a), veh/h 757 0 675 0 1676 1420 455 2042 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 19.8 0.0 19.6 0.0 8.2 5.2 7.0 3.3 0.0 Incr Delay (d2), s/veh 2.8 0.0 2.3 0.0 1.4 0.1 0.1 0.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 0.9 0.0 4.7 0.7 0.1 1.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 22.6 0.0 21.9 0.0 9.6 5.3 7.1 3.6 0.0 LnGrp LOS C C AAAA Approach Vol, veh/h 202 1049 706 Approach Delay, s/veh 22.3 8.8 3.8 Approach LOS C A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 6.4 30.7 9.6 37.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 41.6 19.9 51.1 Max Q Clear Time (g_c+I1), s 2.4 18.6 4.8 9.8 Green Ext Time (p_c), s 0.0 7.6 0.7 5.5 Intersection Summary HCM 7th Control Delay, s/veh 8.4 HCM 7th LOS A Lanes, Volumes, Timings Projected 2026 without Phase 1 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)30 15 35 320 20 140 40 795 415 105 635 30 Future Volume (vph)30 15 35 320 20 140 40 795 415 105 635 30 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)150 0 200 0 150 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1579 818 765 2783 Travel Time (s)35.9 18.6 17.4 63.3 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 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)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)9.6 22.5 22.1 35.0 9.6 53.2 22.2 65.8 Total Split (%)8.0% 18.8% 18.4% 29.2% 8.0% 44.3% 18.5% 54.8% Maximum Green (s)5.1 18.0 17.6 30.5 5.1 48.7 17.7 61.3 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 None None None None Min None Min Walk Time (s)7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 91.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd HCM 7th Signalized Intersection Summary Projected 2026 without Phase 1 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 15 35 320 20 140 40 795 415 105 635 30 Future Volume (veh/h) 30 15 35 320 20 140 40 795 415 105 635 30 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885 Adj Flow Rate, veh/h 33 16 0 348 22 22 43 864 397 114 690 28 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 444111112111 Cap, veh/h 222 101 0 518 193 193 419 1095 500 261 1675 68 Arrive On Green 0.03 0.06 0.00 0.20 0.22 0.22 0.04 0.46 0.46 0.06 0.48 0.48 Sat Flow, veh/h 1753 1841 0 1795 865 865 1795 2389 1090 1795 3508 142 Grp Volume(v), veh/h 33 16 0 348 0 44 43 646 615 114 352 366 Grp Sat Flow(s),veh/h/ln 1753 1841 0 1795 0 1730 1795 1791 1689 1795 1791 1860 Q Serve(g_s), s 1.4 0.7 0.0 13.7 0.0 1.6 1.0 24.2 24.5 2.6 10.1 10.1 Cycle Q Clear(g_c), s 1.4 0.7 0.0 13.7 0.0 1.6 1.0 24.2 24.5 2.6 10.1 10.1 Prop In Lane 1.00 0.00 1.00 0.50 1.00 0.65 1.00 0.08 Lane Grp Cap(c), veh/h 222 101 0 518 0 386 419 820 774 261 855 888 V/C Ratio(X)0.15 0.16 0.00 0.67 0.00 0.11 0.10 0.79 0.79 0.44 0.41 0.41 Avail Cap(c_a), veh/h 278 419 0 557 0 667 465 1104 1041 559 1389 1442 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.5 35.6 0.0 25.4 0.0 24.5 10.7 18.2 18.2 15.0 13.4 13.4 Incr Delay (d2), s/veh 0.3 0.7 0.0 2.9 0.0 0.1 0.1 2.8 3.1 1.2 0.3 0.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.3 0.0 6.0 0.0 0.7 0.4 9.7 9.4 1.0 3.8 4.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 33.8 36.3 0.0 28.3 0.0 24.6 10.9 20.9 21.4 16.1 13.7 13.7 LnGrp LOS C D C C B C C B B B Approach Vol, veh/h 49 392 1304 832 Approach Delay, s/veh 34.6 27.8 20.8 14.1 Approach LOS C C C B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.1 40.7 20.4 8.9 7.6 42.2 7.1 22.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 17.7 48.7 17.6 18.0 5.1 61.3 5.1 30.5 Max Q Clear Time (g_c+I1), s 4.6 26.5 15.7 2.7 3.0 12.1 3.4 3.6 Green Ext Time (p_c), s 0.2 9.7 0.2 0.0 0.0 5.2 0.0 0.2 Intersection Summary HCM 7th Control Delay, s/veh 20.0 HCM 7th LOS B HCM 7th TWSC Projected 2026 without Phase 1 4: Idaho 33 & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 60 75 30 60 5 65 200 40 1 185 80 Future Vol, veh/h 75 60 75 30 60 5 65 200 40 1 185 80 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 111111111111 Mvmt Flow 78 63 78 31 63 5 68 208 42 1 193 83 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 611 622 234 591 643 229 276 0 0 250 0 0 Stage 1 236 236 - 365 365 ------- Stage 2 375 385 - 226 278 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - - Pot Cap-1 Maneuver 407 404 807 420 393 813 1293 - - 1321 - - Stage 1 769 711 - 657 625 ------- Stage 2 648 612 - 779 682 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 318 379 807 300 369 813 1293 - - 1321 - - Mov Cap-2 Maneuver 318 379 - 300 369 ------- Stage 1 768 711 - 616 587 ------- Stage 2 540 575 - 641 682 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 15.35 19.09 1.69 0.03 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)371 - - 318 379 807 354 6 - - HCM Lane V/C Ratio 0.052 - - 0.245 0.165 0.097 0.28 0.001 - - HCM Ctrl Dly (s/v)7.9 0 - 19.9 16.4 9.9 19.1 7.7 0 - HCM Lane LOS A A - C C A C A A - HCM 95th %tile Q(veh) 0.2 - - 0.9 0.6 0.3 1.1 0 - - Lanes, Volumes, Timings Projected 2026 with Phase 1 1: N Salem Hwy & US 20 SB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 330 1 40 210 295 0 0 575 105 Future Volume (vph)0 0 0 330 1 40 210 295 0 0 575 105 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 200 150 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1742 1416 913 1401 Travel Time (s)39.6 32.2 20.8 31.8 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 2 Detector Phase 88852 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)24.0 24.0 24.0 14.0 56.0 42.0 Total Split (%)30.0% 30.0% 30.0% 17.5% 70.0%52.5% Maximum Green (s)19.5 19.5 19.5 9.5 51.5 37.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 74.7 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps HCM 7th Signalized Intersection Summary Projected 2026 with Phase 1 1: N Salem Hwy & US 20 SB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 330 1 40 210 295 0 0 575 105 Future Volume (veh/h) 0 0 0 330 1 40 210 295 0 0 575 105 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870 Adj Flow Rate, veh/h 359 1 43 228 321 0 0 625 114 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %333550022 Cap, veh/h 423 1 377 338 1139 0 0 709 129 Arrive On Green 0.24 0.24 0.24 0.09 0.62 0.00 0.00 0.46 0.46 Sat Flow, veh/h 1763 5 1572 1739 1826 0 0 1539 281 Grp Volume(v), veh/h 360043228321000739 Grp Sat Flow(s),veh/h/ln 1767 0 1572 1739 18260001820 Q Serve(g_s), s 12.8 0.0 1.4 4.1 5.3 0.0 0.0 0.0 24.3 Cycle Q Clear(g_c), s 12.8 0.0 1.4 4.1 5.3 0.0 0.0 0.0 24.3 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.15 Lane Grp Cap(c), veh/h 424 0 377 338 1139000838 V/C Ratio(X)0.85 0.00 0.11 0.67 0.28 0.00 0.00 0.00 0.88 Avail Cap(c_a), veh/h 523046642514280001036 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 23.9 0.0 19.6 13.6 5.7 0.0 0.0 0.0 16.1 Incr Delay (d2), s/veh 10.6 0.0 0.1 3.0 0.1 0.0 0.0 0.0 7.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 0.0 0.5 1.7 1.6 0.0 0.0 0.0 10.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 34.5 0.0 19.7 16.5 5.8 0.0 0.0 0.0 23.8 LnGrp LOS C B B A C Approach Vol, veh/h 403 549 739 Approach Delay, s/veh 32.9 10.3 23.8 Approach LOS C B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 45.6 10.7 34.8 20.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 51.5 9.5 37.5 19.5 Max Q Clear Time (g_c+I1), s 7.3 6.1 26.3 14.8 Green Ext Time (p_c), s 2.1 0.2 4.0 1.0 Intersection Summary HCM 7th Control Delay, s/veh 21.6 HCM 7th LOS C Lanes, Volumes, Timings Projected 2026 with Phase 1 2: N Salem Hwy & US 20 NB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8553700000420195358700 Future Volume (vph) 8553700000420195358700 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 100 0 0 0 0 150 0 Storage Lanes 1 1 0 0 0 1 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1724 1826 2783 913 Travel Time (s)39.2 41.5 63.3 20.8 Turn Type Perm NA NA Perm pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 2 6 Detector Phase 4 4 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s)26.0 26.0 44.5 44.5 9.5 54.0 Total Split (%)32.5% 32.5%55.6% 55.6% 11.9% 67.5% Maximum Green (s) 21.5 21.5 40.0 40.0 5.0 49.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min None Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 65.7 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps HCM 7th Signalized Intersection Summary Projected 2026 with Phase 1 2: N Salem Hwy & US 20 NB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8553700000420195358700 Future Volume (veh/h) 8553700000420195358700 Initial Q (Qb), veh 000 000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0 Adj Flow Rate, veh/h 92 5 282 0 457 98 38 946 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 555 044220 Cap, veh/h 411 6 360 0 880 746 463 1122 0 Arrive On Green 0.24 0.24 0.24 0.00 0.48 0.48 0.04 0.60 0.00 Sat Flow, veh/h 1739 27 1524 0 1841 1560 1781 1870 0 Grp Volume(v), veh/h 92 0 287 0 457 98 38 946 0 Grp Sat Flow(s),veh/h/ln 1739 0 1551 0 1841 1560 1781 1870 0 Q Serve(g_s), s 2.3 0.0 9.5 0.0 9.5 1.9 0.5 22.5 0.0 Cycle Q Clear(g_c), s 2.3 0.0 9.5 0.0 9.5 1.9 0.5 22.5 0.0 Prop In Lane 1.00 0.98 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 411 0 367 0 880 746 463 1122 0 V/C Ratio(X)0.22 0.00 0.78 0.00 0.52 0.13 0.08 0.84 0.00 Avail Cap(c_a), veh/h 680 0 606 0 1338 1134 554 1683 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 16.9 0.0 19.7 0.0 10.0 8.0 6.8 8.9 0.0 Incr Delay (d2), s/veh 0.3 0.0 3.7 0.0 0.5 0.1 0.1 2.6 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 3.5 0.0 3.2 0.5 0.2 7.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 17.2 0.0 23.4 0.0 10.4 8.1 6.9 11.5 0.0 LnGrp LOS B C BAAB Approach Vol, veh/h 379 555 984 Approach Delay, s/veh 21.9 10.0 11.3 Approach LOS C B B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 6.7 30.8 17.5 37.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 40.0 21.5 49.5 Max Q Clear Time (g_c+I1), s 2.5 11.5 11.5 24.5 Green Ext Time (p_c), s 0.0 3.4 1.5 8.5 Intersection Summary HCM 7th Control Delay, s/veh 13.0 HCM 7th LOS B Lanes, Volumes, Timings Projected 2026 with Phase 1 3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)10 10 20 155 20 110 55 480 130 165 870 25 Future Volume (vph)10 10 20 155 20 110 55 480 130 165 870 25 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)150 0 200 0 150 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1579 818 765 2783 Travel Time (s)35.9 18.6 17.4 63.3 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 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)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)9.6 22.5 11.8 24.7 10.2 30.5 15.2 35.5 Total Split (%)12.0% 28.1% 14.8% 30.9% 12.8% 38.1% 19.0% 44.4% Maximum Green (s)5.1 18.0 7.3 20.2 5.7 26.0 10.7 31.0 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 None None None None Min None Min Walk Time (s)7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 49.8 Natural Cycle: 65 Control Type: Actuated-Uncoordinated Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd HCM 7th Signalized Intersection Summary Projected 2026 with Phase 1 3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 10 20 155 20 110 55 480 130 165 870 25 Future Volume (veh/h) 10 10 20 155 20 110 55 480 130 165 870 25 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870 Adj Flow Rate, veh/h 11 11 0 163 21 11 58 505 111 174 916 26 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 Percent Heavy Veh, % 111333444222 Cap, veh/h 257 102 0 418 172 90 358 996 218 496 1373 39 Arrive On Green 0.01 0.05 0.00 0.11 0.15 0.15 0.06 0.35 0.35 0.10 0.39 0.39 Sat Flow, veh/h 1795 1885 0 1767 1147 601 1753 2853 624 1781 3529 100 Grp Volume(v), veh/h 11 11 0 163 0 32 58 309 307 174 461 481 Grp Sat Flow(s),veh/h/ln 1795 1885 0 1767 0 1747 1753 1749 1728 1781 1777 1852 Q Serve(g_s), s 0.3 0.3 0.0 3.7 0.0 0.7 0.9 6.4 6.5 2.8 9.9 9.9 Cycle Q Clear(g_c), s 0.3 0.3 0.0 3.7 0.0 0.7 0.9 6.4 6.5 2.8 9.9 9.9 Prop In Lane 1.00 0.00 1.00 0.34 1.00 0.36 1.00 0.05 Lane Grp Cap(c), veh/h 257 102 0 418 0 262 358 611 603 496 691 721 V/C Ratio(X)0.04 0.11 0.00 0.39 0.00 0.12 0.16 0.51 0.51 0.35 0.67 0.67 Avail Cap(c_a), veh/h 430 735 0 503 0 765 475 985 974 737 1194 1244 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.1 20.8 0.0 16.1 0.0 17.0 9.2 11.9 11.9 8.4 11.6 11.6 Incr Delay (d2), s/veh 0.1 0.5 0.0 0.6 0.0 0.2 0.2 0.6 0.7 0.4 1.1 1.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.0 1.4 0.0 0.3 0.3 2.2 2.2 0.9 3.3 3.4 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 20.2 21.2 0.0 16.7 0.0 17.2 9.4 12.5 12.6 8.9 12.8 12.7 LnGrp LOS CC B BABBABB Approach Vol, veh/h 22 195 674 1116 Approach Delay, s/veh 20.7 16.8 12.3 12.1 Approach LOS C B B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 20.6 9.6 7.0 7.1 22.4 5.2 11.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.7 26.0 7.3 18.0 5.7 31.0 5.1 20.2 Max Q Clear Time (g_c+I1), s 4.8 8.5 5.7 2.3 2.9 11.9 2.3 2.7 Green Ext Time (p_c), s 0.2 3.6 0.1 0.0 0.0 6.1 0.0 0.1 Intersection Summary HCM 7th Control Delay, s/veh 12.7 HCM 7th LOS B HCM 7th TWSC Projected 2026 with Phase 1 4: Idaho 33 & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 35 15 40 70 5 45 110 25 1 210 75 Future Vol, veh/h 40 35 15 40 70 5 45 110 25 1 210 75 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 111111222111 Mvmt Flow 43 38 16 43 76 5 49 120 27 1 228 82 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 527 516 269 480 543 133 310 0 0 147 0 0 Stage 1 271 271 - 231 231 ------- Stage 2 255 245 - 249 312 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 464 464 772 497 448 919 1251 - - 1441 - - Stage 1 737 687 - 774 715 ------- Stage 2 751 706 - 757 659 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 365 444 772 427 429 919 1251 - - 1441 - - Mov Cap-2 Maneuver 365 444 - 427 429 ------- Stage 1 736 686 - 741 685 ------- Stage 2 635 675 - 699 659 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 14.21 16.45 2 0.03 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)434 - - 365 444 772 438 6 - - HCM Lane V/C Ratio 0.039 - - 0.119 0.086 0.021 0.285 0.001 - - HCM Ctrl Dly (s/v)8 0 - 16.2 13.9 9.8 16.5 7.5 0 - HCM Lane LOS A A - C B A C A A - HCM 95th %tile Q(veh) 0.1 - - 0.4 0.3 0.1 1.2 0 - - HCM 7th TWSC Projected 2026 with Phase 1 5: Site Drwy/Walmart Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 85 50 20 160 15 50 1 10 10 1 15 Future Vol, veh/h 20 85 50 20 160 15 50 1 10 10 1 15 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--50 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 222222222222 Mvmt Flow 22 92 54 22 174 16 54 1 11 11 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 190 0 0 147 0 0 381 397 120 362 416 182 Stage 1 ------163163-226226- Stage 2 ------218234-136190- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1384 - - 1435 - - 577 541 932 594 527 860 Stage 1 ------839763-777717- Stage 2 ------784711-867743- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1384 - - 1435 - - 548 524 932 568 511 860 Mov Cap-2 Maneuver ------548524-568511- Stage 1 ------826751-765706- Stage 2 ------757701-842731- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.99 0.77 11.76 10.23 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)547 932 1384 - - 1435 - - 562 860 HCM Lane V/C Ratio 0.101 0.012 0.016 - - 0.015 - - 0.021 0.019 HCM Ctrl Dly (s/v)12.3 8.9 7.6 - - 7.5 - - 11.5 9.3 HCM Lane LOS B A A - - A - - B A HCM 95th %tile Q(veh) 0.3 0 0 - - 0 - - 0.1 0.1 HCM 7th TWSC Projected 2026 with Phase 1 6: Site Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 85 20 0 195 0 5 Future Vol, veh/h 8520019505 Conflicting Peds, #/hr 0 0 0 0 0 0 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, % 2 2 2 2 2 2 Mvmt Flow 92 22 0 212 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 103 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 952 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----952 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)952 - - - HCM Lane V/C Ratio 0.006 - - - HCM Ctrl Dly (s/v)8.8 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0 - - - HCM 7th TWSC Projected 2026 with Phase 1 7: Site Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 85 5 0 195 0 5 Future Vol, veh/h 85 5 0 195 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 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, % 2 2 2 2 2 2 Mvmt Flow 925021205 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 95 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 962 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----962 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 8.77 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)962 - - - HCM Lane V/C Ratio 0.006 - - - HCM Ctrl Dly (s/v)8.8 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0 - - - HCM 7th TWSC Projected 2026 with Phase 1 8: N 2nd E & Site Drwy AM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 35 625 50 0 1020 Future Vol, veh/h 0 35 625 50 0 1020 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 150 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 38 679 54 0 1109 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 340 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 656 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- -- Mov Cap-1 Maneuver - 656 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Ctrl Dly, s/v 10.82 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 656 - HCM Lane V/C Ratio - - 0.058 - HCM Ctrl Dly (s/v)- - 10.8 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.2 - Lanes, Volumes, Timings Projected 2026 with Phase 1 1: N Salem Hwy & US 20 SB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 325 1 30 415 510 0 0 410 70 Future Volume (vph)0 0 0 325 1 30 415 510 0 0 410 70 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 200 150 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1742 1416 913 1401 Travel Time (s)39.6 32.2 20.8 31.8 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 2 Detector Phase 88852 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)22.8 22.8 22.8 24.0 57.2 33.2 Total Split (%)28.5% 28.5% 28.5% 30.0% 71.5%41.5% Maximum Green (s)18.3 18.3 18.3 19.5 52.7 28.7 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 72.9 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Splits and Phases: 1: N Salem Hwy & US 20 SB Ramps HCM 7th Signalized Intersection Summary Projected 2026 with Phase 1 1: N Salem Hwy & US 20 SB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 325 1 30 415 510 0 0 410 70 Future Volume (veh/h) 0 0 0 325 1 30 415 510 0 0 410 70 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885 Adj Flow Rate, veh/h 349 1 32 446 548 0 0 441 75 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %222220011 Cap, veh/h 422 1 377 541 1140 0 0 529 90 Arrive On Green 0.24 0.24 0.24 0.20 0.61 0.00 0.00 0.34 0.34 Sat Flow, veh/h 1776 5 1585 1781 1870 0 0 1570 267 Grp Volume(v), veh/h 350032446548000516 Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 18700001837 Q Serve(g_s), s 11.0 0.0 0.9 8.5 9.5 0.0 0.0 0.0 15.2 Cycle Q Clear(g_c), s 11.0 0.0 0.9 8.5 9.5 0.0 0.0 0.0 15.2 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.15 Lane Grp Cap(c), veh/h 423 0 377 541 1140000619 V/C Ratio(X)0.83 0.00 0.08 0.83 0.48 0.00 0.00 0.00 0.83 Avail Cap(c_a), veh/h 55404937821675000896 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 21.3 0.0 17.5 11.1 6.3 0.0 0.0 0.0 18.0 Incr Delay (d2), s/veh 7.8 0.0 0.1 4.8 0.3 0.0 0.0 0.0 4.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 0.0 0.3 3.2 2.8 0.0 0.0 0.0 6.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 29.1 0.0 17.6 15.9 6.7 0.0 0.0 0.0 22.6 LnGrp LOS C B B A C Approach Vol, veh/h 382 994 516 Approach Delay, s/veh 28.1 10.8 22.6 Approach LOS C B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 40.4 16.0 24.3 18.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 52.7 19.5 28.7 18.3 Max Q Clear Time (g_c+I1), s 11.5 10.5 17.2 13.0 Green Ext Time (p_c), s 4.1 1.0 2.6 1.0 Intersection Summary HCM 7th Control Delay, s/veh 17.5 HCM 7th LOS B Lanes, Volumes, Timings Projected 2026 with Phase 1 2: N Salem Hwy & US 20 NB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 10513350000820425356950 Future Volume (vph) 10513350000820425356950 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 100 0 0 0 0 150 0 Storage Lanes 1 1 0 0 0 1 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1724 1826 2783 913 Travel Time (s)39.2 41.5 63.3 20.8 Turn Type Perm NA NA Perm pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 2 6 Detector Phase 4 4 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5 Total Split (s)24.4 24.4 46.1 46.1 9.5 55.6 Total Split (%)30.5% 30.5%57.6% 57.6% 11.9% 69.5% Maximum Green (s) 19.9 19.9 41.6 41.6 5.0 51.1 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None Min Min None Min Walk Time (s)7.0 7.0 7.0 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 80 Actuated Cycle Length: 63.4 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 2: N Salem Hwy & US 20 NB Ramps HCM 7th Signalized Intersection Summary Projected 2026 with Phase 1 2: N Salem Hwy & US 20 NB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10513350000820425356950 Future Volume (veh/h) 10513350000820425356950 Initial Q (Qb), veh 000 000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 114 1 163 0 891 245 38 755 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222 011220 Cap, veh/h 269 1 238 0 1063 901 288 1283 0 Arrive On Green 0.15 0.15 0.15 0.00 0.56 0.56 0.04 0.69 0.00 Sat Flow, veh/h 1781 10 1577 0 1885 1598 1781 1870 0 Grp Volume(v), veh/h 114 0 164 0 891 245 38 755 0 Grp Sat Flow(s),veh/h/ln 1781 0 1587 0 1885 1598 1781 1870 0 Q Serve(g_s), s 3.2 0.0 5.4 0.0 21.5 4.3 0.4 11.7 0.0 Cycle Q Clear(g_c), s 3.2 0.0 5.4 0.0 21.5 4.3 0.4 11.7 0.0 Prop In Lane 1.00 0.99 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 269 0 239 0 1063 901 288 1283 0 V/C Ratio(X)0.42 0.00 0.69 0.00 0.84 0.27 0.13 0.59 0.00 Avail Cap(c_a), veh/h 644 0 573 0 1424 1207 378 1736 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 21.2 0.0 22.1 0.0 9.9 6.2 9.1 4.6 0.0 Incr Delay (d2), s/veh 1.1 0.0 3.5 0.0 3.5 0.2 0.2 0.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 2.1 0.0 7.4 1.1 0.2 2.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 22.3 0.0 25.6 0.0 13.4 6.3 9.3 5.0 0.0 LnGrp LOS C C BAAA Approach Vol, veh/h 278 1136 793 Approach Delay, s/veh 24.2 11.9 5.2 Approach LOS C B A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 6.7 35.5 12.8 42.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 41.6 19.9 51.1 Max Q Clear Time (g_c+I1), s 2.4 23.5 7.4 13.7 Green Ext Time (p_c), s 0.0 7.5 1.0 6.5 Intersection Summary HCM 7th Control Delay, s/veh 11.0 HCM 7th LOS B Lanes, Volumes, Timings Projected 2026 with Phase 1 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)30 15 35 445 20 150 40 890 415 245 605 30 Future Volume (vph)30 15 35 445 20 150 40 890 415 245 605 30 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)150 0 200 0 150 0 125 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft)25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 30 30 Link Distance (ft)1579 818 765 2783 Travel Time (s)35.9 18.6 17.4 63.3 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases4826 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)9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)9.6 22.5 22.1 35.0 9.6 53.2 22.2 65.8 Total Split (%)8.0% 18.8% 18.4% 29.2% 8.0% 44.3% 18.5% 54.8% Maximum Green (s)5.1 18.0 17.6 30.5 5.1 48.7 17.7 61.3 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 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 None None None None Min None Min Walk Time (s)7.0 7.0 7.0 7.0 Flash Don't Walk (s)11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 104.3 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Splits and Phases: 3: N 2nd E/N Salem Hwy & E Moody Rd HCM 7th Signalized Intersection Summary Projected 2026 with Phase 1 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 15 35 445 20 150 40 890 415 245 605 30 Future Volume (veh/h) 30 15 35 445 20 150 40 890 415 245 605 30 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885 Adj Flow Rate, veh/h 33 16 0 484 22 22 43 967 408 266 658 28 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 444111112111 Cap, veh/h 198 90 0 476 180 180 464 1141 476 307 1857 79 Arrive On Green 0.03 0.05 0.00 0.19 0.21 0.21 0.04 0.46 0.46 0.10 0.53 0.53 Sat Flow, veh/h 1753 1841 0 1795 865 865 1795 2464 1027 1795 3500 149 Grp Volume(v), veh/h 33 16 0 484 0 44 43 700 675 266 336 350 Grp Sat Flow(s),veh/h/ln 1753 1841 0 1795 0 1730 1795 1791 1700 1795 1791 1858 Q Serve(g_s), s 1.6 0.8 0.0 17.6 0.0 1.9 1.1 31.9 32.8 7.1 10.1 10.1 Cycle Q Clear(g_c), s 1.6 0.8 0.0 17.6 0.0 1.9 1.1 31.9 32.8 7.1 10.1 10.1 Prop In Lane 1.00 0.00 1.00 0.50 1.00 0.60 1.00 0.08 Lane Grp Cap(c), veh/h 198 90 0 476 0 360 464 829 787 307 950 986 V/C Ratio(X)0.17 0.18 0.00 1.02 0.00 0.12 0.09 0.84 0.86 0.87 0.35 0.35 Avail Cap(c_a), veh/h 240 358 0 476 0 569 498 941 894 464 1185 1229 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.0 42.3 0.0 35.1 0.0 29.8 12.0 21.9 22.2 20.6 12.6 12.6 Incr Delay (d2), s/veh 0.4 0.9 0.0 45.5 0.0 0.2 0.1 6.4 7.6 10.6 0.2 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.4 0.0 8.1 0.0 0.8 0.4 14.0 13.9 3.5 3.9 4.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 40.4 43.2 0.0 80.6 0.0 30.0 12.1 28.3 29.8 31.2 12.8 12.8 LnGrp LOS D D F C B C C C B B Approach Vol, veh/h 49 528 1418 952 Approach Delay, s/veh 41.3 76.4 28.5 17.9 Approach LOS D E C B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.1 47.4 22.1 9.0 7.8 53.7 7.4 23.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 17.7 48.7 17.6 18.0 5.1 61.3 5.1 30.5 Max Q Clear Time (g_c+I1), s 9.1 34.8 19.6 2.8 3.1 12.1 3.6 3.9 Green Ext Time (p_c), s 0.5 8.1 0.0 0.0 0.0 4.9 0.0 0.2 Intersection Summary HCM 7th Control Delay, s/veh 33.9 HCM 7th LOS C HCM 7th TWSC Projected 2026 with Phase 1 4: Idaho 33 & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 100 75 75 30 75 5 65 200 40 1 185 105 Future Vol, veh/h 100 75 75 30 75 5 65 200 40 1 185 105 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 111111111111 Mvmt Flow 104 78 78 31 78 5 68 208 42 1 193 109 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 632 635 247 598 669 229 302 0 0 250 0 0 Stage 1 249 249 - 365 365 ------- Stage 2 383 385 - 234 304 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - - Pot Cap-1 Maneuver 394 397 794 415 380 813 1265 - - 1321 - - Stage 1 757 702 - 657 625 ------- Stage 2 642 612 - 771 665 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 290 372 794 281 356 813 1265 - - 1321 - - Mov Cap-2 Maneuver 290 372 - 281 356 ------- Stage 1 756 701 - 616 586 ------- Stage 2 518 574 - 617 664 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 17.85 20.89 1.71 0.03 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)371 - - 290 372 794 340 6 - - HCM Lane V/C Ratio 0.054 - - 0.359 0.21 0.098 0.337 0.001 - - HCM Ctrl Dly (s/v)8 0 - 24.2 17.2 10 20.9 7.7 0 - HCM Lane LOS A A - C C B C A A - HCM 95th %tile Q(veh) 0.2 - - 1.6 0.8 0.3 1.5 0 - - HCM 7th TWSC Projected 2026 with Phase 1 5: Site Drwy/Walmart Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 225 130 45 175 20 175 1 25 20 1 30 Future Vol, veh/h 30 225 130 45 175 20 175 1 25 20 1 30 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----0--50 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 222222222222 Mvmt Flow 33 245 141 49 190 22 190 1 27 22 1 33 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 212 0 0 386 0 0 669 690 315 609 750 201 Stage 1 ------380380-299299- Stage 2 ------289310-310451- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1358 - - 1173 - - 371 368 725 407 340 840 Stage 1 ------642614-710666- Stage 2 ------719659-700571- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1358 - - 1173 - - 333 344 725 365 318 840 Mov Cap-2 Maneuver ------333344-365318- Stage 1 ------626599-680639- Stage 2 ------661632-656557- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.6 1.54 27.08 11.98 HCM LOS D B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)333 725 1358 - - 1173 - - 363 840 HCM Lane V/C Ratio 0.575 0.037 0.024 - - 0.042 - - 0.063 0.039 HCM Ctrl Dly (s/v)29.5 10.2 7.7 - - 8.2 - - 15.6 9.5 HCM Lane LOS D B A - - A - - C A HCM 95th %tile Q(veh) 3.4 0.1 0.1 - - 0.1 - - 0.2 0.1 HCM 7th TWSC Projected 2026 with Phase 1 6: Site Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 230 40 0 240 0 15 Future Vol, veh/h 230 40 0 240 0 15 Conflicting Peds, #/hr 0 0 0 0 0 0 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, % 2 2 2 2 2 2 Mvmt Flow 250 43 0 261 0 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 272 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 767 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----767 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)767 - - - HCM Lane V/C Ratio 0.021 - - - HCM Ctrl Dly (s/v)9.8 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0.1 - - - HCM 7th TWSC Projected 2026 with Phase 1 7: Site Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 245 5 0 240 0 5 Future Vol, veh/h 245 5 0 240 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 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, % 2 2 2 2 2 2 Mvmt Flow 266 5 0 261 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 269 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 770 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----770 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.71 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)770 - - - HCM Lane V/C Ratio 0.007 - - - HCM Ctrl Dly (s/v)9.7 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0 - - - HCM 7th TWSC Projected 2026 with Phase 1 8: N 2nd E & Site Drwy PM Peak Hour Synchro 12 ReportRexburg WinCo 02/13/2025 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 140 1205 140 0 880 Future Vol, veh/h 0 140 1205 140 0 880 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 150 - - Veh in Median Storage, # 2 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 152 1310 152 0 957 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 655 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 409 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- -- Mov Cap-1 Maneuver - 409 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Ctrl Dly, s/v 18.94 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 409 - HCM Lane V/C Ratio - - 0.372 - HCM Ctrl Dly (s/v)- - 18.9 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.7 - HCM 7th Signalized Intersection Summary Projected 2031 without Phase 2 1: N Salem Hwy & US 20 SB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 365 1 45 240 335 0 0 650 120 Future Volume (veh/h) 0 0 0 365 1 45 240 335 0 0 650 120 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870 Adj Flow Rate, veh/h 384 1 10 253 353 0 0 684 115 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %333550022 Cap, veh/h 435 1 388 313 1163 0 0 754 127 Arrive On Green 0.25 0.25 0.25 0.10 0.64 0.00 0.00 0.48 0.48 Sat Flow, veh/h 1763 5 1572 1739 1826 0 0 1561 262 Grp Volume(v), veh/h 385 0 10 253 353 0 0 0 799 Grp Sat Flow(s),veh/h/ln 1767 0 1572 1739 1826 0 0 0 1823 Q Serve(g_s), s 16.3 0.0 0.4 5.2 6.7 0.0 0.0 0.0 31.3 Cycle Q Clear(g_c), s 16.3 0.0 0.4 5.2 6.7 0.0 0.0 0.0 31.3 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.14 Lane Grp Cap(c), veh/h 436 0 388 313 1163 0 0 0 880 V/C Ratio(X)0.88 0.00 0.03 0.81 0.30 0.00 0.00 0.00 0.91 Avail Cap(c_a), veh/h 504 0 449 395 1388 0 0 0 1019 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 28.1 0.0 22.1 16.5 6.3 0.0 0.0 0.0 18.4 Incr Delay (d2), s/veh 15.2 0.0 0.0 9.5 0.1 0.0 0.0 0.0 10.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 0.0 0.1 2.9 2.2 0.0 0.0 0.0 14.3 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 43.3 0.0 22.2 26.0 6.5 0.0 0.0 0.0 29.0 LnGrp LOS D C C A C Approach Vol, veh/h 395 606 799 Approach Delay, s/veh 42.8 14.6 29.0 Approach LOS D B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 53.9 12.0 41.9 23.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 58.9 11.1 43.3 22.1 Max Q Clear Time (g_c+I1), s 8.7 7.2 33.3 18.3 Green Ext Time (p_c), s 2.4 0.3 4.2 0.9 Intersection Summary HCM 7th Control Delay, s/veh 27.2 HCM 7th LOS C HCM 7th Signalized Intersection Summary Projected 2031 without Phase 2 2: N Salem Hwy & US 20 NB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 100 5 420 0 0 0 0 475 220 40 975 0 Future Volume (veh/h) 100 5 420 0 0 0 0 475 220 40 975 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0 Adj Flow Rate, veh/h 105 5 353 0 500 111 42 1026 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %555 044220 Cap, veh/h 459 6 404 0 948 804 437 1150 0 Arrive On Green 0.26 0.26 0.26 0.00 0.52 0.52 0.04 0.61 0.00 Sat Flow, veh/h 1739 22 1529 0 1841 1560 1781 1870 0 Grp Volume(v), veh/h 105 0 358 0 500 111 42 1026 0 Grp Sat Flow(s),veh/h/ln1739 0 1551 0 1841 1560 1781 1870 0 Q Serve(g_s), s 3.5 0.0 16.4 0.0 13.4 2.8 0.8 34.8 0.0 Cycle Q Clear(g_c), s 3.5 0.0 16.4 0.0 13.4 2.8 0.8 34.8 0.0 Prop In Lane 1.00 0.99 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 459 0 410 0 948 804 437 1150 0 V/C Ratio(X) 0.23 0.00 0.87 0.00 0.53 0.14 0.10 0.89 0.00 Avail Cap(c_a), veh/h 550 0 490 0 1186 1005 490 1446 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh21.4 0.0 26.2 0.0 12.0 9.4 8.4 12.2 0.0 Incr Delay (d2), s/veh 0.3 0.0 14.1 0.0 0.5 0.1 0.1 6.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 0.0 7.3 0.0 5.0 0.9 0.3 13.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 21.7 0.0 40.2 0.0 12.5 9.5 8.5 18.5 0.0 LnGrp LOS C D BAAB Approach Vol, veh/h 463 611 1068 Approach Delay, s/veh 36.0 11.9 18.1 Approach LOS D B B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s7.4 42.8 24.1 50.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s5.1 47.9 23.5 57.5 Max Q Clear Time (g_c+I1), s2.8 15.4 18.4 36.8 Green Ext Time (p_c), s 0.0 4.0 1.2 8.9 Intersection Summary HCM 7th Control Delay, s/veh 20.2 HCM 7th LOS C HCM 7th Signalized Intersection Summary Projected 2031 without Phase 2 3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 10 20 170 20 125 55 535 145 175 990 30 Future Volume (veh/h) 15 10 20 170 20 125 55 535 145 175 990 30 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870 Adj Flow Rate, veh/h 16 11 0 179 21 11 58 563 127 184 1042 32 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 Percent Heavy Veh, %111333444222 Cap, veh/h 254 105 0 419 176 92 327 1068 240 480 1472 45 Arrive On Green 0.02 0.06 0.00 0.12 0.15 0.15 0.05 0.38 0.38 0.10 0.42 0.42 Sat Flow, veh/h 1795 1885 0 1767 1147 601 1753 2837 638 1781 3520 108 Grp Volume(v), veh/h 16 11 0 179 0 32 58 346 344 184 526 548 Grp Sat Flow(s),veh/h/ln1795 1885 0 1767 0 1747 1753 1749 1726 1781 1777 1851 Q Serve(g_s), s 0.4 0.3 0.0 4.5 0.0 0.8 1.0 7.8 7.9 3.1 12.5 12.5 Cycle Q Clear(g_c), s 0.4 0.3 0.0 4.5 0.0 0.8 1.0 7.8 7.9 3.1 12.5 12.5 Prop In Lane 1.00 0.00 1.00 0.34 1.00 0.37 1.00 0.06 Lane Grp Cap(c), veh/h 254 105 0 419 0 268 327 659 650 480 743 774 V/C Ratio(X) 0.06 0.11 0.00 0.43 0.00 0.12 0.18 0.53 0.53 0.38 0.71 0.71 Avail Cap(c_a), veh/h 398 666 0 436 0 666 420 927 915 675 1116 1163 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh22.0 22.9 0.0 17.6 0.0 18.6 9.7 12.3 12.4 8.7 12.2 12.2 Incr Delay (d2), s/veh 0.1 0.4 0.0 0.7 0.0 0.2 0.3 0.7 0.7 0.5 1.3 1.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.1 0.0 1.7 0.0 0.3 0.3 2.7 2.7 1.0 4.3 4.4 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 22.1 23.3 0.0 18.3 0.0 18.8 9.9 13.0 13.0 9.2 13.5 13.4 LnGrp LOS CC B BABBABB Approach Vol, veh/h 27 211 748 1258 Approach Delay, s/veh 22.6 18.4 12.8 12.8 Approach LOS C B B B Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s9.4 23.7 10.5 7.3 7.3 25.8 5.5 12.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s10.5 27.0 6.5 18.0 5.5 32.0 5.1 19.4 Max Q Clear Time (g_c+I1), s5.1 9.9 6.5 2.3 3.0 14.5 2.4 2.8 Green Ext Time (p_c), s 0.2 4.1 0.0 0.0 0.0 6.8 0.0 0.1 Intersection Summary HCM 7th Control Delay, s/veh 13.5 HCM 7th LOS B HCM 6th TWSC Projected 2031 without Phase 2 4: Idaho 33 & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 35 20 45 75 5 50 125 30 1 240 85 Future Vol, veh/h 40 35 20 45 75 5 50 125 30 1 240 85 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- 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, % 111111222111 Mvmt Flow 42 37 21 47 79 5 53 132 32 1 253 89 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 596 570 298 583 598 148 342 0 0 164 0 0 Stage 1 300 300 - 254 254 ------- Stage 2 296 270 - 329 344 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 417 433 744 425 417 901 1217 - - 1421 - - Stage 1 711 667 - 753 699 ------- Stage 2 715 688 - 686 638 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 339 412 744 371 397 901 1217 - - 1421 - - Mov Cap-2 Maneuver 339 412 - 371 397 ------- Stage 1 677 666 - 717 665 ------- Stage 2 596 655 - 629 637 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 14.7 18.5 2 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)1217 - - 339 412 744 396 1421 - - HCM Lane V/C Ratio 0.043 - - 0.124 0.089 0.028 0.332 0.001 - - HCM Ctrl Dly (s/v)8.1 0 - 17.1 14.6 10 18.5 7.5 0 - HCM Lane LOS A A - C B B C A A - HCM 95th %tile Q (veh) 0.1 - - 0.4 0.3 0.1 1.4 0 - - HCM 6th TWSC Projected 2031 without Phase 2 5: Site Drwy/Walmart Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 95 50 20 180 15 50 1 10 10 1 15 Future Vol, veh/h 20 95 50 20 180 15 50 1 10 10 1 15 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--50 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, % 222222222222 Mvmt Flow 21 100 53 21 189 16 53 1 11 11 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 205 0 0 153 0 0 417 416 127 414 434 197 Stage 1 ------169169-239239- Stage 2 ------248247-175195- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1366 - - 1428 - - 546 527 923 549 515 844 Stage 1 ------833759-764708- Stage 2 ------756702-827739- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1366 - - 1428 - - 523 511 923 530 500 844 Mov Cap-2 Maneuver ------523511-530500- Stage 1 ------821748-753697- Stage 2 ------730691-804728- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.9 0.7 12.1 10.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)523 923 1366 - - 1428 - - 527 844 HCM Lane V/C Ratio 0.103 0.011 0.015 - - 0.015 - - 0.022 0.019 HCM Ctrl Dly (s/v)12.7 8.9 7.7 - - 7.6 - - 12 9.3 HCM Lane LOS B A A - - A - - B A HCM 95th %tile Q (veh) 0.3 0 0 - - 0 - - 0.1 0.1 HCM 6th TWSC Projected 2031 without Phase 2 6: Site Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 90 20 0 220 0 5 Future Vol, veh/h 9020022005 Conflicting Peds, #/hr 0 0 0 0 0 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 95 21 0 232 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 106 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 948 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----948 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)948 - - - HCM Lane V/C Ratio 0.006 - - - HCM Ctrl Dly (s/v)8.8 - - - HCM Lane LOS A - - - HCM 95th %tile Q (veh) 0 - - - HCM 6th TWSC Projected 2031 without Phase 2 7: Site Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 95 5 0 220 0 5 Future Vol, veh/h 95 5 0 220 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 100 5 0 232 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 103 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 952 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----952 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)952 - - - HCM Lane V/C Ratio 0.006 - - - HCM Ctrl Dly (s/v)8.8 - - - HCM Lane LOS A - - - HCM 95th %tile Q (veh) 0 - - - HCM 6th TWSC Projected 2031 without Phase 2 8: N 2nd E & Site Drwy AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 35 700 50 0 1155 Future Vol, veh/h 0 35 700 50 0 1155 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 150 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 37 737 53 0 1216 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 369 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 628 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- -- Mov Cap-1 Maneuver - 628 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Ctrl Dly, s/v 11.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 628 - HCM Lane V/C Ratio - - 0.059 - HCM Ctrl Dly (s/v)- - 11.1 - HCM Lane LOS - - B - HCM 95th %tile Q (veh) - - 0.2 - HCM 7th Signalized Intersection Summary Projected 2031 without Phase 2 1: N Salem Hwy & US 20 SB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 355 1 30 470 575 0 0 460 80 Future Volume (veh/h) 0 0 0 355 1 30 470 575 0 0 460 80 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885 Adj Flow Rate, veh/h 374 1 6 495 605 0 0 484 73 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222220011 Cap, veh/h 428 1 381 548 1177 0 0 547 83 Arrive On Green 0.24 0.24 0.24 0.22 0.63 0.00 0.00 0.34 0.34 Sat Flow, veh/h 1777 5 1585 1781 1870 0 0 1600 241 Grp Volume(v), veh/h 375 0 6 495 605 0 0 0 557 Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1870 0 0 0 1842 Q Serve(g_s), s 14.0 0.0 0.2 12.5 12.3 0.0 0.0 0.0 19.7 Cycle Q Clear(g_c), s 14.0 0.0 0.2 12.5 12.3 0.0 0.0 0.0 19.7 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.13 Lane Grp Cap(c), veh/h 429 0 381 548 1177 0 0 0 630 V/C Ratio(X)0.87 0.00 0.02 0.90 0.51 0.00 0.00 0.00 0.88 Avail Cap(c_a), veh/h 487 0 434 660 1411 0 0 0 744 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 25.2 0.0 20.0 15.0 7.0 0.0 0.0 0.0 21.4 Incr Delay (d2), s/veh 14.8 0.0 0.0 14.1 0.3 0.0 0.0 0.0 11.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.3 0.0 0.1 6.4 3.9 0.0 0.0 0.0 9.7 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 40.0 0.0 20.0 29.1 7.4 0.0 0.0 0.0 32.4 LnGrp LOS D C C A C Approach Vol, veh/h 381 1100 557 Approach Delay, s/veh 39.7 17.1 32.4 Approach LOS D B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 48.0 19.8 28.1 21.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 52.1 19.7 27.9 18.9 Max Q Clear Time (g_c+I1), s 14.3 14.5 21.7 16.0 Green Ext Time (p_c), s 4.7 0.8 1.9 0.7 Intersection Summary HCM 7th Control Delay, s/veh 25.5 HCM 7th LOS C HCM 7th Signalized Intersection Summary Projected 2031 without Phase 2 2: N Salem Hwy & US 20 NB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 120 1 375 0 0 0 0 925 470 40 775 0 Future Volume (veh/h) 120 1 375 0 0 0 0 925 470 40 775 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 126 1 221 0 974 269 42 816 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222 011220 Cap, veh/h 318 1 282 0 1089 923 237 1283 0 Arrive On Green 0.18 0.18 0.18 0.00 0.58 0.58 0.04 0.69 0.00 Sat Flow, veh/h 1781 7 1579 0 1885 1598 1781 1870 0 Grp Volume(v), veh/h 126 0 222 0 974 269 42 816 0 Grp Sat Flow(s),veh/h/ln1781 0 1586 0 1885 1598 1781 1870 0 Q Serve(g_s), s 4.2 0.0 8.9 0.0 30.0 5.7 0.6 16.2 0.0 Cycle Q Clear(g_c), s 4.2 0.0 8.9 0.0 30.0 5.7 0.6 16.2 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 318 0 283 0 1089 923 237 1283 0 V/C Ratio(X) 0.40 0.00 0.78 0.00 0.89 0.29 0.18 0.64 0.00 Avail Cap(c_a), veh/h 482 0 429 0 1233 1045 299 1490 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh24.1 0.0 26.1 0.0 12.3 7.1 12.7 5.8 0.0 Incr Delay (d2), s/veh 0.8 0.0 5.3 0.0 8.0 0.2 0.4 0.7 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.7 0.0 3.6 0.0 12.3 1.6 0.3 4.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 24.9 0.0 31.4 0.0 20.3 7.3 13.1 6.5 0.0 LnGrp LOS C C C A B A Approach Vol, veh/h 348 1243 858 Approach Delay, s/veh 29.1 17.5 6.8 Approach LOS C B A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s7.2 42.9 16.4 50.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s5.0 43.5 18.0 53.0 Max Q Clear Time (g_c+I1), s2.6 32.0 10.9 18.2 Green Ext Time (p_c), s 0.0 6.4 1.0 7.3 Intersection Summary HCM 7th Control Delay, s/veh 15.4 HCM 7th LOS B HCM 7th Signalized Intersection Summary Projected 2031 without Phase 2 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 15 35 490 25 165 40 1000 475 255 690 35 Future Volume (veh/h) 30 15 35 490 25 165 40 1000 475 255 690 35 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885 Adj Flow Rate, veh/h 32 16 0 516 26 27 42 1053 453 268 726 32 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 Percent Heavy Veh, %444111112111 Cap, veh/h 180 83 0 473 180 187 439 1151 484 299 1930 85 Arrive On Green 0.03 0.05 0.00 0.20 0.21 0.21 0.03 0.47 0.47 0.12 0.55 0.55 Sat Flow, veh/h 1753 1841 0 1795 847 880 1795 2456 1034 1795 3494 154 Grp Volume(v), veh/h 32 16 0 516 0 53 42 761 745 268 372 386 Grp Sat Flow(s),veh/h/ln1753 1841 0 1795 0 1727 1795 1791 1699 1795 1791 1857 Q Serve(g_s), s 1.8 0.9 0.0 20.5 0.0 2.6 1.2 41.1 43.3 10.2 12.3 12.3 Cycle Q Clear(g_c), s 1.8 0.9 0.0 20.5 0.0 2.6 1.2 41.1 43.3 10.2 12.3 12.3 Prop In Lane 1.00 0.00 1.00 0.51 1.00 0.61 1.00 0.08 Lane Grp Cap(c), veh/h 180 83 0 473 0 367 439 839 796 299 989 1026 V/C Ratio(X) 0.18 0.19 0.00 1.09 0.00 0.14 0.10 0.91 0.94 0.90 0.38 0.38 Avail Cap(c_a), veh/h 215 317 0 473 0 552 466 857 813 320 1001 1039 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh45.6 48.0 0.0 39.4 0.0 33.4 13.3 25.7 26.3 29.8 13.2 13.2 Incr Delay (d2), s/veh 0.5 1.1 0.0 68.0 0.0 0.2 0.1 13.2 17.6 25.3 0.2 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.8 0.4 0.0 11.1 0.0 1.1 0.5 19.7 20.5 8.8 4.8 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 46.0 49.1 0.0 107.3 0.0 33.6 13.4 38.8 43.9 55.0 13.4 13.4 LnGrp LOS D D F C B D D E B B Approach Vol, veh/h 48 569 1548 1026 Approach Delay, s/veh 47.1 100.4 40.6 24.3 Approach LOS D F D C Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s16.8 53.4 25.0 9.2 8.0 62.2 7.5 26.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s13.5 50.0 20.5 18.0 5.1 58.4 5.1 33.4 Max Q Clear Time (g_c+I1), s12.2 45.3 22.5 2.9 3.2 14.3 3.8 4.6 Green Ext Time (p_c), s 0.1 3.6 0.0 0.0 0.0 5.5 0.0 0.2 Intersection Summary HCM 7th Control Delay, s/veh 46.1 HCM 7th LOS D HCM 6th TWSC Projected 2031 without Phase 2 4: Idaho 33 & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 9.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 105 80 80 35 80 5 75 230 45 1 210 115 Future Vol, veh/h 105 80 80 35 80 5 75 230 45 1 210 115 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- 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, % 111111111111 Mvmt Flow 111 84 84 37 84 5 79 242 47 1 221 121 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 752 731 282 792 768 266 342 0 0 289 0 0 Stage 1 284 284 - 424 424 ------- Stage 2 468 447 - 368 344 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - - Pot Cap-1 Maneuver 328 350 759 308 333 775 1223 - - 1279 - - Stage 1 725 678 - 610 589 ------- Stage 2 577 575 - 654 638 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 242 323 759 206 307 775 1223 - - 1279 - - Mov Cap-2 Maneuver 242 323 - 206 307 ------- Stage 1 669 677 - 563 544 ------- Stage 2 447 531 - 509 637 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 21.7 28.7 1.7 0 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)1223 - - 242 323 759 275 1279 - - HCM Lane V/C Ratio 0.065 - - 0.457 0.261 0.111 0.459 0.001 - - HCM Ctrl Dly (s/v)8.1 0 - 31.8 20 10.3 28.7 7.8 0 - HCM Lane LOS A A - D C B D A A - HCM 95th %tile Q (veh) 0.2 - - 2.2 1 0.4 2.3 0 - - HCM 6th TWSC Projected 2031 without Phase 2 5: Site Drwy/Walmart Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 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 30 255 130 45 205 20 175 1 25 20 1 30 Future Vol, veh/h 30 255 130 45 205 20 175 1 25 20 1 30 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----0--50 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, % 222222222222 Mvmt Flow 32 268 137 47 216 21 184 1 26 21 1 32 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 237 0 0 405 0 0 738 732 337 735 790 227 Stage 1 ------401401-321321- Stage 2 ------337331-414469- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1330 - - 1154 - - 334 348 705 335 322 812 Stage 1 ------626601-691652- Stage 2 ------677645-616561- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1330 - - 1154 - - 305 326 705 306 301 812 Mov Cap-2 Maneuver ------305326-306301- Stage 1 ------611587-674625- Stage 2 ------623619-578548- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.6 1.4 30.6 12.9 HCM LOS D B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)305 705 1330 - - 1154 - - 306 812 HCM Lane V/C Ratio 0.607 0.037 0.024 - - 0.041 - - 0.072 0.039 HCM Ctrl Dly (s/v)33.5 10.3 7.8 - - 8.3 - - 17.7 9.6 HCM Lane LOS D B A - - A - - C A HCM 95th %tile Q (veh) 3.7 0.1 0.1 - - 0.1 - - 0.2 0.1 HCM 6th TWSC Projected 2031 without Phase 2 6: Site Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 260 40 0 270 0 15 Future Vol, veh/h 260 40 0 270 0 15 Conflicting Peds, #/hr 0 0 0 0 0 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 274 42 0 284 0 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 295 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 744 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----744 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)744 - - - HCM Lane V/C Ratio 0.021 - - - HCM Ctrl Dly (s/v)9.9 - - - HCM Lane LOS A - - - HCM 95th %tile Q (veh) 0.1 - - - HCM 6th TWSC Projected 2031 without Phase 2 7: Site Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 270 5 0 270 0 5 Future Vol, veh/h 270 5 0 270 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 284 5 0 284 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 287 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 752 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----752 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)752 - - - HCM Lane V/C Ratio 0.007 - - - HCM Ctrl Dly (s/v)9.8 - - - HCM Lane LOS A - - - HCM 95th %tile Q (veh) 0 - - - HCM 6th TWSC Projected 2031 without Phase 2 8: N 2nd E & Site Drwy PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 140 1370 140 0 985 Future Vol, veh/h 0 140 1370 140 0 985 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 150 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 147 1442 147 0 1037 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 721 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 370 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- -- Mov Cap-1 Maneuver - 370 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Ctrl Dly, s/v 21 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 370 - HCM Lane V/C Ratio - - 0.398 - HCM Ctrl Dly (s/v)- - 21 - HCM Lane LOS - - C - HCM 95th %tile Q (veh) - - 1.9 - HCM 7th Signalized Intersection Summary Projected 2031 with Phase 2 1: N Salem Hwy & US 20 SB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 400 1 45 245 345 0 0 665 120 Future Volume (veh/h) 0 0 0 400 1 45 245 345 0 0 665 120 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1826 1826 0 0 1870 1870 Adj Flow Rate, veh/h 421 1 10 258 363 0 0 700 115 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %333550022 Cap, veh/h 462 1 412 296 1152 0 0 745 122 Arrive On Green 0.26 0.26 0.26 0.10 0.63 0.00 0.00 0.48 0.48 Sat Flow, veh/h 1763 4 1572 1739 1826 0 0 1567 257 Grp Volume(v), veh/h 422 0 10 258 363 0 0 0 815 Grp Sat Flow(s),veh/h/ln 1767 0 1572 1739 1826 0 0 0 1824 Q Serve(g_s), s 19.4 0.0 0.4 6.4 7.7 0.0 0.0 0.0 35.5 Cycle Q Clear(g_c), s 19.4 0.0 0.4 6.4 7.7 0.0 0.0 0.0 35.5 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.14 Lane Grp Cap(c), veh/h 463 0 412 296 1152 0 0 0 867 V/C Ratio(X)0.91 0.00 0.02 0.87 0.32 0.00 0.00 0.00 0.94 Avail Cap(c_a), veh/h 495 0 440 346 1251 0 0 0 915 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 30.0 0.0 23.0 19.4 7.1 0.0 0.0 0.0 20.9 Incr Delay (d2), s/veh 20.3 0.0 0.0 18.6 0.2 0.0 0.0 0.0 16.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.6 0.0 0.1 3.8 2.6 0.0 0.0 0.0 17.8 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 50.3 0.0 23.0 38.1 7.3 0.0 0.0 0.0 37.5 LnGrp LOS D C D A D Approach Vol, veh/h 432 621 815 Approach Delay, s/veh 49.7 20.1 37.5 Approach LOS D C D Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 57.4 13.0 44.4 26.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 57.5 10.9 42.1 23.5 Max Q Clear Time (g_c+I1), s 9.7 8.4 37.5 21.4 Green Ext Time (p_c), s 2.5 0.2 2.3 0.6 Intersection Summary HCM 7th Control Delay, s/veh 34.5 HCM 7th LOS C HCM 7th Signalized Intersection Summary Projected 2031 with Phase 2 2: N Salem Hwy & US 20 NB Ramps AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 100 5 435 0 0 0 0 490 235 40 1025 0 Future Volume (veh/h) 100 5 435 0 0 0 0 490 235 40 1025 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 0 1841 1841 1870 1870 0 Adj Flow Rate, veh/h 105 5 379 0 516 121 42 1079 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %555 044220 Cap, veh/h 470 5 414 0 948 804 421 1145 0 Arrive On Green 0.27 0.27 0.27 0.00 0.52 0.52 0.04 0.61 0.00 Sat Flow, veh/h 1739 20 1530 0 1841 1560 1781 1870 0 Grp Volume(v), veh/h 105 0 384 0 516 121 42 1079 0 Grp Sat Flow(s),veh/h/ln1739 0 1550 0 1841 1560 1781 1870 0 Q Serve(g_s), s 3.6 0.0 18.4 0.0 14.5 3.1 0.8 40.6 0.0 Cycle Q Clear(g_c), s 3.6 0.0 18.4 0.0 14.5 3.1 0.8 40.6 0.0 Prop In Lane 1.00 0.99 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 470 0 419 0 948 804 421 1145 0 V/C Ratio(X) 0.22 0.00 0.92 0.00 0.54 0.15 0.10 0.94 0.00 Avail Cap(c_a), veh/h 487 0 434 0 959 812 468 1205 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh21.8 0.0 27.2 0.0 12.5 9.8 8.8 13.6 0.0 Incr Delay (d2), s/veh 0.2 0.0 23.6 0.0 0.6 0.1 0.1 13.9 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 0.0 9.2 0.0 5.5 1.0 0.3 18.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 22.0 0.0 50.7 0.0 13.2 9.9 8.9 27.6 0.0 LnGrp LOS C D B A A C Approach Vol, veh/h 489 637 1121 Approach Delay, s/veh 44.6 12.5 26.9 Approach LOS D B C Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s7.5 44.1 25.3 51.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s5.0 40.0 21.5 49.5 Max Q Clear Time (g_c+I1), s2.8 16.5 20.4 42.6 Green Ext Time (p_c), s 0.0 3.9 0.3 4.4 Intersection Summary HCM 7th Control Delay, s/veh 26.7 HCM 7th LOS C HCM 7th Signalized Intersection Summary Projected 2031 with Phase 2 3: N 2nd E/N Salem Hwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 10 20 200 20 125 55 565 145 240 990 30 Future Volume (veh/h) 15 10 20 200 20 125 55 565 145 240 990 30 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1841 1841 1841 1870 1870 1870 Adj Flow Rate, veh/h 16 11 0 211 21 16 58 595 127 253 1042 32 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 Percent Heavy Veh, %111333444222 Cap, veh/h 254 109 0 433 159 122 322 988 210 489 1465 45 Arrive On Green 0.02 0.06 0.00 0.13 0.16 0.16 0.05 0.34 0.34 0.13 0.42 0.42 Sat Flow, veh/h 1795 1885 0 1767 977 744 1753 2869 611 1781 3520 108 Grp Volume(v), veh/h 16 11 0 211 0 37 58 362 360 253 526 548 Grp Sat Flow(s),veh/h/ln1795 1885 0 1767 0 1722 1753 1749 1731 1781 1777 1851 Q Serve(g_s), s 0.4 0.3 0.0 5.5 0.0 1.0 1.1 8.9 8.9 4.4 12.8 12.8 Cycle Q Clear(g_c), s 0.4 0.3 0.0 5.5 0.0 1.0 1.1 8.9 8.9 4.4 12.8 12.8 Prop In Lane 1.00 0.00 1.00 0.43 1.00 0.35 1.00 0.06 Lane Grp Cap(c), veh/h 254 109 0 433 0 281 322 602 596 489 739 770 V/C Ratio(X) 0.06 0.10 0.00 0.49 0.00 0.13 0.18 0.60 0.60 0.52 0.71 0.71 Avail Cap(c_a), veh/h 391 653 0 433 0 646 399 841 832 693 1108 1154 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh22.3 23.2 0.0 17.9 0.0 18.6 10.6 14.1 14.1 9.3 12.6 12.6 Incr Delay (d2), s/veh 0.1 0.4 0.0 0.9 0.0 0.2 0.3 1.0 1.0 0.8 1.3 1.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.1 0.0 2.1 0.0 0.4 0.4 3.2 3.2 1.4 4.4 4.6 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 22.4 23.6 0.0 18.8 0.0 18.8 10.9 15.1 15.1 10.1 13.9 13.8 LnGrp LOS CC B BBBBBBB Approach Vol, veh/h 27 248 780 1327 Approach Delay, s/veh 22.9 18.8 14.8 13.1 Approach LOS C B B B Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s11.1 22.4 11.0 7.5 7.3 26.1 5.5 13.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s12.5 25.0 6.5 18.0 5.1 32.4 5.0 19.5 Max Q Clear Time (g_c+I1), s6.4 10.9 7.5 2.3 3.1 14.8 2.4 3.0 Green Ext Time (p_c), s 0.4 3.9 0.0 0.0 0.0 6.9 0.0 0.1 Intersection Summary HCM 7th Control Delay, s/veh 14.4 HCM 7th LOS B HCM 6th TWSC Projected 2031 with Phase 2 4: Idaho 33 & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 40 20 45 80 5 50 125 30 1 240 100 Future Vol, veh/h 50 40 20 45 80 5 50 125 30 1 240 100 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- 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, % 111111222111 Mvmt Flow 53 42 21 47 84 5 53 132 32 1 253 105 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 607 578 306 593 614 148 358 0 0 164 0 0 Stage 1 308 308 - 254 254 ------- Stage 2 299 270 - 339 360 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.12 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.218 - - 2.209 - - Pot Cap-1 Maneuver 410 428 736 419 408 901 1201 - - 1421 - - Stage 1 704 662 - 753 699 ------- Stage 2 712 688 - 678 628 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 327 407 736 361 388 901 1201 - - 1421 - - Mov Cap-2 Maneuver 327 407 - 361 388 ------- Stage 1 670 661 - 716 665 ------- Stage 2 588 654 - 616 627 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 15.5 19.4 2 0 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)1201 - - 327 407 736 386 1421 - - HCM Lane V/C Ratio 0.044 - - 0.161 0.103 0.029 0.355 0.001 - - HCM Ctrl Dly (s/v)8.1 0 - 18.1 14.9 10 19.4 7.5 0 - HCM Lane LOS A A - C B B C A A - HCM 95th %tile Q (veh) 0.1 - - 0.6 0.3 0.1 1.6 0 - - HCM 6th TWSC Projected 2031 with Phase 2 5: Site Drwy/Walmart Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 120 85 45 180 15 85 1 15 10 1 15 Future Vol, veh/h 20 120 85 45 180 15 85 1 15 10 1 15 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----50--50 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, % 222222222222 Mvmt Flow 21 126 89 47 189 16 89 1 16 11 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 205 0 0 215 0 0 513 512 171 512 548 197 Stage 1 ------213213-291291- Stage 2 ------300299-221257- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1366 - - 1355 - - 472 465 873 472 444 844 Stage 1 ------789726-717672- Stage 2 ------709666-781695- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1366 - - 1355 - - 445 442 873 445 422 844 Mov Cap-2 Maneuver ------445442-445422- Stage 1 ------777715-706648- Stage 2 ------671643-754685- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.7 1.5 14.2 11 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)445 873 1366 - - 1355 - - 443 844 HCM Lane V/C Ratio 0.203 0.018 0.015 - - 0.035 - - 0.026 0.019 HCM Ctrl Dly (s/v)15.1 9.2 7.7 - - 7.8 - - 13.3 9.3 HCM Lane LOS C A A - - A - - B A HCM 95th %tile Q (veh) 0.8 0.1 0 - - 0.1 - - 0.1 0.1 HCM 6th TWSC Projected 2031 with Phase 2 6: Site Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 100 45 0 240 0 10 Future Vol, veh/h 100 45 0 240 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 105 47 0 253 0 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 129 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 921 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----921 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)921 - - - HCM Lane V/C Ratio 0.011 - - - HCM Ctrl Dly (s/v)9 - - - HCM Lane LOS A - - - HCM 95th %tile Q (veh) 0 - - - HCM 6th TWSC Projected 2031 with Phase 2 7: Site Drwy & E Moody Rd AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 105 5 0 240 0 5 Future Vol, veh/h 105 5 0 240 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 111 5 0 253 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 114 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 939 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----939 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)939 - - - HCM Lane V/C Ratio 0.006 - - - HCM Ctrl Dly (s/v)8.9 - - - HCM Lane LOS A - - - HCM 95th %tile Q (veh) 0 - - - HCM 6th TWSC Projected 2031 with Phase 2 8: N 2nd E & Site Drwy AM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 65 700 105 0 1185 Future Vol, veh/h 0 65 700 105 0 1185 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 150 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 68 737 111 0 1247 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 369 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 628 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- -- Mov Cap-1 Maneuver - 628 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Ctrl Dly, s/v 11.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 628 - HCM Lane V/C Ratio - - 0.109 - HCM Ctrl Dly (s/v)- - 11.4 - HCM Lane LOS - - B - HCM 95th %tile Q (veh) - - 0.4 - HCM 7th Signalized Intersection Summary Projected 2031 with Phase 2 1: N Salem Hwy & US 20 SB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 375 1 30 480 585 0 0 465 80 Future Volume (veh/h) 0 0 0 375 1 30 480 585 0 0 465 80 Initial Q (Qb), veh 000000000 Lane Width Adj.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT)1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1885 1885 Adj Flow Rate, veh/h 395 1 6 505 616 0 0 489 73 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222220011 Cap, veh/h 441 1 393 551 1178 0 0 536 80 Arrive On Green 0.25 0.25 0.25 0.23 0.63 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1777 4 1585 1781 1870 0 0 1603 239 Grp Volume(v), veh/h 396 0 6 505 616 0 0 0 562 Grp Sat Flow(s),veh/h/ln 1782 0 1585 1781 1870 0 0 0 1842 Q Serve(g_s), s 15.8 0.0 0.2 14.6 13.4 0.0 0.0 0.0 21.5 Cycle Q Clear(g_c), s 15.8 0.0 0.2 14.6 13.4 0.0 0.0 0.0 21.5 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.13 Lane Grp Cap(c), veh/h 442 0 393 551 1178 0 0 0 616 V/C Ratio(X)0.90 0.00 0.02 0.92 0.52 0.00 0.00 0.00 0.91 Avail Cap(c_a), veh/h 476 0 423 619 1301 0 0 0 667 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 26.8 0.0 20.9 17.3 7.5 0.0 0.0 0.0 23.5 Incr Delay (d2), s/veh 18.4 0.0 0.0 17.5 0.4 0.0 0.0 0.0 16.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 0.0 0.1 7.9 4.4 0.0 0.0 0.0 11.5 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 45.2 0.0 20.9 34.8 7.9 0.0 0.0 0.0 39.7 LnGrp LOS D C C A D Approach Vol, veh/h 402 1121 562 Approach Delay, s/veh 44.9 20.0 39.7 Approach LOS D C D Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 50.9 21.8 29.2 22.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 51.3 20.1 26.7 19.7 Max Q Clear Time (g_c+I1), s 15.4 16.6 23.5 17.8 Green Ext Time (p_c), s 4.8 0.6 1.1 0.5 Intersection Summary HCM 7th Control Delay, s/veh 30.1 HCM 7th LOS C HCM 7th Signalized Intersection Summary Projected 2031 with Phase 2 2: N Salem Hwy & US 20 NB Ramps PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 120 1 380 0 0 0 0 945 495 40 800 0 Future Volume (veh/h) 120 1 380 0 0 0 0 945 495 40 800 0 Initial Q (Qb), veh 000 000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 126 1 237 0 995 289 42 842 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222 011220 Cap, veh/h 332 1 294 0 1091 925 222 1279 0 Arrive On Green 0.19 0.19 0.19 0.00 0.58 0.58 0.04 0.68 0.00 Sat Flow, veh/h 1781 7 1579 0 1885 1598 1781 1870 0 Grp Volume(v), veh/h 126 0 238 0 995 289 42 842 0 Grp Sat Flow(s),veh/h/ln1781 0 1586 0 1885 1598 1781 1870 0 Q Serve(g_s), s 4.3 0.0 10.0 0.0 32.6 6.4 0.6 17.9 0.0 Cycle Q Clear(g_c), s 4.3 0.0 10.0 0.0 32.6 6.4 0.6 17.9 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 332 0 295 0 1091 925 222 1279 0 V/C Ratio(X) 0.38 0.00 0.81 0.00 0.91 0.31 0.19 0.66 0.00 Avail Cap(c_a), veh/h 463 0 412 0 1184 1003 279 1431 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh24.7 0.0 27.0 0.0 13.0 7.5 14.0 6.3 0.0 Incr Delay (d2), s/veh 0.7 0.0 7.8 0.0 10.2 0.2 0.4 1.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 0.0 4.2 0.0 14.1 1.9 0.3 5.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 25.4 0.0 34.8 0.0 23.2 7.7 14.4 7.3 0.0 LnGrp LOS C C C A B A Approach Vol, veh/h 364 1284 884 Approach Delay, s/veh 31.6 19.7 7.6 Approach LOS C B A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s7.3 44.6 17.4 51.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s5.0 43.5 18.0 53.0 Max Q Clear Time (g_c+I1), s2.6 34.6 12.0 19.9 Green Ext Time (p_c), s 0.0 5.5 1.0 7.6 Intersection Summary HCM 7th Control Delay, s/veh 17.2 HCM 7th LOS B HCM 7th Signalized Intersection Summary Projected 2031 with Phase 2 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 15 35 585 25 170 40 1040 475 345 635 35 Future Volume (veh/h) 30 15 35 585 25 170 40 1040 475 345 635 35 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885 Adj Flow Rate, veh/h 32 16 0 616 26 26 42 1095 458 363 668 32 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 Percent Heavy Veh, %444111112111 Cap, veh/h 145 66 0 504 208 208 435 1088 444 348 1996 96 Arrive On Green 0.03 0.04 0.00 0.23 0.24 0.24 0.03 0.44 0.44 0.16 0.57 0.57 Sat Flow, veh/h 1753 1841 0 1795 865 865 1795 2482 1012 1795 3480 167 Grp Volume(v), veh/h 32 16 0 616 0 52 42 782 771 363 344 356 Grp Sat Flow(s),veh/h/ln1753 1841 0 1795 0 1730 1795 1791 1703 1795 1791 1855 Q Serve(g_s), s 2.4 1.2 0.0 31.5 0.0 3.2 1.7 59.7 60.0 22.5 13.9 13.9 Cycle Q Clear(g_c), s 2.4 1.2 0.0 31.5 0.0 3.2 1.7 59.7 60.0 22.5 13.9 13.9 Prop In Lane 1.00 0.00 1.00 0.50 1.00 0.59 1.00 0.09 Lane Grp Cap(c), veh/h 145 66 0 504 0 415 435 785 746 348 1027 1064 V/C Ratio(X) 0.22 0.24 0.00 1.22 0.00 0.13 0.10 1.00 1.03 1.04 0.33 0.33 Avail Cap(c_a), veh/h 165 242 0 504 0 561 449 785 746 348 1027 1064 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh61.4 64.2 0.0 49.7 0.0 40.7 19.9 38.3 38.4 47.6 15.4 15.4 Incr Delay (d2), s/veh 0.8 1.9 0.0 116.7 0.0 0.1 0.1 31.3 41.5 60.2 0.2 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.1 0.6 0.0 18.3 0.0 1.4 0.8 32.5 33.1 17.3 5.7 5.9 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 62.2 66.1 0.0 166.4 0.0 40.9 20.0 69.6 80.0 107.8 15.6 15.6 LnGrp LOS E E F D B E F F B B Approach Vol, veh/h 48 668 1595 1063 Approach Delay, s/veh 63.5 156.7 73.3 47.1 Approach LOS E F E D Timer - Assigned Phs 1 2 3 4 5678 Phs Duration (G+Y+Rc), s27.0 64.5 36.0 9.4 8.5 83.0 8.0 37.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s22.5 60.0 31.5 18.0 5.1 77.4 5.1 44.4 Max Q Clear Time (g_c+I1), s24.5 62.0 33.5 3.2 3.7 15.9 4.4 5.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 5.1 0.0 0.3 Intersection Summary HCM 7th Control Delay, s/veh 81.4 HCM 7th LOS F HCM 6th TWSC Projected 2031 with Phase 2 4: Idaho 33 & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 10.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 116 85 85 35 85 5 75 230 45 1 210 125 Future Vol, veh/h 116 85 85 35 85 5 75 230 45 1 210 125 Conflicting Peds, #/hr000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - 150 --------- 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, % 111111111111 Mvmt Flow 122 89 89 37 89 5 79 242 47 1 221 132 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 760 736 287 802 779 266 353 0 0 289 0 0 Stage 1 289 289 - 424 424 ------- Stage 2 471 447 - 378 355 ------- Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - - 4.11 - - Critical Hdwy Stg 16.115.51-6.115.51------- Critical Hdwy Stg 26.115.51-6.115.51------- Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - - 2.209 - - Pot Cap-1 Maneuver 324 348 754 303 328 775 1211 - - 1279 - - Stage 1 721 675 - 610 589 ------- Stage 2 575 575 - 646 631 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 234 321 754 198 302 775 1211 - - 1279 - - Mov Cap-2 Maneuver 234 321 - 198 302 ------- Stage 1 665 674 - 562 543 ------- Stage 2 440 530 - 493 630 ------- Approach EB WB NB SB HCM Ctrl Dly, s/v 23.8 30.6 1.8 0 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1 SBL SBT SBR Capacity (veh/h)1211 - - 234 321 754 269 1279 - - HCM Lane V/C Ratio 0.065 - - 0.522 0.279 0.119 0.489 0.001 - - HCM Ctrl Dly (s/v)8.2 0 - 36 20.5 10.4 30.6 7.8 0 - HCM Lane LOS A A - E C B D A A - HCM 95th %tile Q (veh) 0.2 - - 2.7 1.1 0.4 2.5 0 - - HCM 6th TWSC Projected 2031 with Phase 2 5: Site Drwy/Walmart Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 50.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 265 205 55 205 20 320 1 30 20 1 30 Future Vol, veh/h 30 265 205 55 205 20 320 1 30 20 1 30 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 ----0--50 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, % 222222222222 Mvmt Flow 32 279 216 58 216 21 337 1 32 21 1 32 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 237 0 0 495 0 0 810 804 387 811 902 227 Stage 1 ------451451-343343- Stage 2 ------359353-468559- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1330 - - 1069 - - ~ 298 316 661 298 277 812 Stage 1 ------588571-672637- Stage 2 ------659631-575511- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1330 - - 1069 - - ~ 269 292 661 266 256 812 Mov Cap-2 Maneuver ------~ 269292-266256- Stage 1 ------574557-656603- Stage 2 ------598597-533499- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.5 1.7 165.8 13.8 HCM LOS F B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)269 661 1330 - - 1069 - - 266 812 HCM Lane V/C Ratio 1.256 0.048 0.024 - - 0.054 - - 0.083 0.039 HCM Ctrl Dly (s/v) 180.3 10.7 7.8 - - 8.6 - - 19.8 9.6 HCM Lane LOS F B A - - A - - C A HCM 95th %tile Q (veh) 16.4 0.2 0.1 - - 0.2 - - 0.3 0.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Projected 2031 with Phase 2 6: Site Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 265 55 0 280 0 25 Future Vol, veh/h 265 55 0 280 0 25 Conflicting Peds, #/hr 0 0 0 0 0 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 279 58 0 295 0 26 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 308 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 732 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----732 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)732 - - - HCM Lane V/C Ratio 0.036 - - - HCM Ctrl Dly (s/v)10.1 - - - HCM Lane LOS B - - - HCM 95th %tile Q (veh) 0.1 - - - HCM 6th TWSC Projected 2031 with Phase 2 7: Site Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 285 5 0 280 0 5 Future Vol, veh/h 285 5 0 280 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 300 5 0 295 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 303 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 737 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - -- Mov Cap-1 Maneuver -----737 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)737 - - - HCM Lane V/C Ratio 0.007 - - - HCM Ctrl Dly (s/v)9.9 - - - HCM Lane LOS A - - - HCM 95th %tile Q (veh) 0 - - - HCM 6th TWSC Projected 2031 with Phase 2 8: N 2nd E & Site Drwy PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 3.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 265 1285 255 0 955 Future Vol, veh/h 0 265 1285 255 0 955 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 150 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 279 1353 268 0 1005 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 677 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 395 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- -- Mov Cap-1 Maneuver - 395 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Ctrl Dly, s/v 33.3 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 395 - HCM Lane V/C Ratio - - 0.706 - HCM Ctrl Dly (s/v)- - 33.3 - HCM Lane LOS - - D - HCM 95th %tile Q (veh) - - 5.3 - HCM 7th Signalized Intersection Summary Projected 2031 with Phase 2 with imp 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 15 35 385 25 170 40 1040 475 345 635 35 Future Volume (veh/h) 30 15 35 385 25 170 40 1040 475 345 635 35 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885 Adj Flow Rate, veh/h 32 16 0 405 26 21 42 1095 458 363 668 32 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 Percent Heavy Veh, % 444111112111 Cap, veh/h 170 68 0 394 160 129 473 1203 491 389 2193 105 Arrive On Green 0.04 0.04 0.00 0.17 0.17 0.17 0.03 0.48 0.48 0.18 0.63 0.63 Sat Flow, veh/h 1753 1841 0 1795 965 780 1795 2482 1012 1795 3480 167 Grp Volume(v), veh/h 32 16 0 405 0 47 42 782 771 363 344 356 Grp Sat Flow(s),veh/h/ln 1753 1841 0 1795 0 1745 1795 1791 1703 1795 1791 1855 Q Serve(g_s), s 2.3 1.1 0.0 22.0 0.0 3.0 1.5 52.7 56.2 20.7 11.6 11.6 Cycle Q Clear(g_c), s 2.3 1.1 0.0 22.0 0.0 3.0 1.5 52.7 56.2 20.7 11.6 11.6 Prop In Lane 1.00 0.00 1.00 0.45 1.00 0.59 1.00 0.09 Lane Grp Cap(c), veh/h 170 68 0 394 0 289 473 868 825 389 1129 1169 V/C Ratio(X)0.19 0.24 0.00 1.03 0.00 0.16 0.09 0.90 0.93 0.93 0.30 0.30 Avail Cap(c_a), veh/h 344 253 0 394 0 291 489 895 851 428 1179 1221 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.5 61.7 0.0 52.2 0.0 47.2 15.9 31.1 32.0 42.3 11.2 11.2 Incr Delay (d2), s/veh 0.5 1.8 0.0 52.7 0.0 0.3 0.1 12.0 16.7 26.3 0.2 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.6 0.0 8.1 0.0 1.4 0.6 25.1 26.3 14.6 4.6 4.7 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 58.0 63.5 0.0 104.9 0.0 47.4 16.0 43.1 48.7 68.5 11.3 11.3 LnGrp LOS E E F D B D D E B B Approach Vol, veh/h 48 452 1595 1063 Approach Delay, s/veh 59.9 98.9 45.1 30.9 Approach LOS E F D C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 27.6 68.4 26.5 9.3 8.4 87.6 9.5 26.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 26.0 65.9 22.0 18.1 5.1 86.8 18.1 22.0 Max Q Clear Time (g_c+I1), s 22.7 58.2 24.0 3.1 3.5 13.6 4.3 5.0 Green Ext Time (p_c), s 0.4 5.8 0.0 0.0 0.0 5.1 0.0 0.1 Intersection Summary HCM 7th Control Delay, s/veh 48.2 HCM 7th LOS D HCM 7th Signalized Intersection Summary Projected 2031 with Phase 2 with imp - split phase 3: N 2nd E/N Salem Hwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 15 35 385 25 170 40 1040 475 345 635 35 Future Volume (veh/h) 30 15 35 385 25 170 40 1040 475 345 635 35 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1841 1841 1885 1885 1885 1885 1885 1870 1885 1885 1885 Adj Flow Rate, veh/h 32 16 0 405 26 21 42 1095 458 363 668 32 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 Percent Heavy Veh, % 444111112111 Cap, veh/h 59 62 0 472 131 106 504 1276 521 396 2256 108 Arrive On Green 0.03 0.03 0.00 0.14 0.14 0.14 0.03 0.51 0.51 0.17 0.65 0.65 Sat Flow, veh/h 1753 1841 0 3483 965 780 1795 2482 1012 1795 3480 167 Grp Volume(v), veh/h 32 16 0 405 0 47 42 782 771 363 344 356 Grp Sat Flow(s),veh/h/ln 1753 1841 0 1742 0 1745 1795 1791 1703 1795 1791 1855 Q Serve(g_s), s 2.1 1.0 0.0 13.5 0.0 2.8 1.3 44.9 47.8 17.0 9.9 10.0 Cycle Q Clear(g_c), s 2.1 1.0 0.0 13.5 0.0 2.8 1.3 44.9 47.8 17.0 9.9 10.0 Prop In Lane 1.00 0.00 1.00 0.45 1.00 0.59 1.00 0.09 Lane Grp Cap(c), veh/h 59 62 0 472 0 236 504 921 876 396 1161 1203 V/C Ratio(X)0.55 0.26 0.00 0.86 0.00 0.20 0.08 0.85 0.88 0.92 0.30 0.30 Avail Cap(c_a), veh/h 267 280 0 547 0 274 524 1034 983 498 1356 1405 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.6 56.1 0.0 50.3 0.0 45.7 12.6 24.9 25.6 35.7 9.1 9.1 Incr Delay (d2), s/veh 7.7 2.2 0.0 11.6 0.0 0.4 0.1 6.3 8.6 19.2 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.5 0.0 6.6 0.0 1.3 0.5 19.9 20.6 12.5 3.8 3.9 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 64.3 58.3 0.0 61.9 0.0 46.1 12.6 31.2 34.2 54.9 9.2 9.2 LnGrp LOS E E E D B C C D A A Approach Vol, veh/h 48 452 1595 1063 Approach Delay, s/veh 62.3 60.3 32.2 24.8 Approach LOS E E C C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 24.2 65.7 8.5 8.3 81.6 20.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 26.5 68.7 18.1 5.1 90.1 18.7 Max Q Clear Time (g_c+I1), s 19.0 49.8 4.1 3.3 12.0 15.5 Green Ext Time (p_c), s 0.7 11.4 0.1 0.0 5.1 0.6 Intersection Summary HCM 7th Control Delay, s/veh 34.2 HCM 7th LOS C HCM 7th AWSC Projected 2031 with Phase 2 with imp 4: Idaho 33 & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Intersection Delay, s/veh 17.9 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 116 85 85 35 85 5 75 230 45 1 210 125 Future Vol, veh/h 116 85 85 35 85 5 75 230 45 1 210 125 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, % 111111111111 Mvmt Flow 122 89 89 37 89 5 79 242 47 1 221 132 Number of Lanes 111010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1311 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1131 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1113 HCM Control Delay, s/veh 11.9 13.5 22.6 19.7 HCM LOS B B C C Lane NBLn1 EBLn1 EBLn2 EBLn3 WBLn1 SBLn1 Vol Left, %21% 100% 0% 0% 28% 0% Vol Thru, %66% 0% 100% 0% 68% 63% Vol Right, %13% 0% 0% 100% 4% 37% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 350 116 85 85 125 336 LT Vol 75 116 0 0 35 1 Through Vol 230 0 85 0 85 210 RT Vol 45 0 0 85 5 125 Lane Flow Rate 368 122 89 89 132 354 Geometry Grp 555555 Degree of Util (X)0.682 0.262 0.179 0.161 0.283 0.633 Departure Headway (Hd)6.666 7.722 7.209 6.492 7.741 6.44 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 542 465 497 552 463 562 Service Time 4.405 5.469 4.956 4.238 5.495 4.179 HCM Lane V/C Ratio 0.679 0.262 0.179 0.161 0.285 0.63 HCM Control Delay, s/veh 22.6 13.2 11.5 10.5 13.5 19.7 HCM Lane LOS C BBBBC HCM 95th-tile Q 5.2 1 0.6 0.6 1.2 4.4 HCM 7th TWSC Projected 2031 with Phase 2 with imp 5: Site Drwy/Walmart Drwy & E Moody Rd PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 265 205 55 205 20 140 1 30 20 1 30 Future Vol, veh/h 30 265 205 55 205 20 140 1 30 20 1 30 Conflicting Peds, #/hr000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - 100 100 ----0--50 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, % 222222222222 Mvmt Flow 32 279 216 58 216 21 147 1 32 21 1 32 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 237 0 0 495 0 0 674 695 279 685 900 226 Stage 1 ------342342-342342- Stage 2 ------332353-343558- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1330 - - 1069 - - 368 366 760 362 278 813 Stage 1 ------673638-673638- Stage 2 ------681631-673512- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1330 - - 1069 - - 326 338 760 320 257 813 Mov Cap-2 Maneuver ------326338-320257- Stage 1 ------657623-637603- Stage 2 ------618597-628500- Approach EB WB NB SB HCM Ctrl Dly, s/v 0.47 1.68 22.35 12.75 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)326 760 1330 - - 1069 - - 316 813 HCM Lane V/C Ratio 0.456 0.042 0.024 - - 0.054 - - 0.07 0.039 HCM Ctrl Dly (s/v)25 9.9 7.8 - - 8.6 - - 17.2 9.6 HCM Lane LOS C A A - - A - - C A HCM 95th %tile Q(veh) 2.3 0.1 0.1 - - 0.2 - - 0.2 0.1 HCM 7th TWSC Projected 2031 with Phase 2 with imp 8: N 2nd E & Site Drwy PM Peak Hour Synchro 12 ReportRexburg WinCo 02/17/2025 Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 205 1285 255 0 955 Future Vol, veh/h 0 205 1285 255 0 955 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 150 - - Veh in Median Storage, # 2 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 216 1353 268 0 1005 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 676 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy -6.94---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -3.32---- Pot Cap-1 Maneuver 0 396 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, %- -- Mov Cap-1 Maneuver - 396 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Ctrl Dly, s/v 24.48 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h)- - 396 - HCM Lane V/C Ratio - - 0.545 - HCM Ctrl Dly (s/v)- - 24.5 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 3.2 -