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Ammon 240 TIS 20220128 Signed 1220 North 500 West, Ste. 202 Lehi, UT 84043 p 801.766.4343 www.halesengineering.com 240 Acre Residential Traffic Impact Study Ammon, Idaho January 28, 2021 UT21-2038 01/28/22 Ammon - 240 Acre Residential Traffic Impact Study i EXECUTIVE SUMMARY This study addresses the traffic impacts associated with the proposed 240 Acre Residential development located in Ammon, Idaho. The 240 Acre Residential development is located to the north and south of 49th South, just west of Ammon Road. The purpose of this traffic impact study is to analyze traffic operations at key intersections for existing (2021), future (2026), and future (2031) conditions with and without the proposed project and to recommend mitigation measures as needed. The peak hour level of service (LOS) results are shown in Table ES-1. Recommended storage lengths are shown in Table ES-2. Table ES-1: Peak Hour Level of Service Results Table ES-2: Recommended Storage Length Ammon - 240 Acre Residential Traffic Impact Study ii SUMMARY OF KEY FINDINGS & RECOMMENDATIONS Project Conditions · The development will consist of 416 single-family detached residential units and 300 townhomes · The project is anticipated to generate approximately 5,982 weekday daily trips, including 424 trips in the morning peak hour, and 557 trips in the evening peak hour · A summary of the following improvements is shown in Figure ES-1 2021 Background Plus Project Assumptions · Trip generation from BCP development east of Ammon added to traffic volumes · None Findings · Acceptable LOS · Poor LOS at 49th South / 25th East (PM) · Significant queuing at: o 45th East / Sunnyside Road (EB) o 49th South / 25th East (WB & EB) Mitigations · None · 49th South / 25th East (Hitt Road) o Install single-lane roundabout · 49th South / Ammon Road o Install single-lane roundabout (at request of City) 2026 Background Plus Project Assumptions · Trip generation from BCP development east of Ammon added to traffic volumes · Signal timing enhancements · Signal timing enhancements Findings · Poor LOS at: o 45th East / Sunnyside Road (AM & PM) o 49th South / 25th East (PM) · Significant Queuing at: o 45th East / Sunnyside Road (SB & EB) o 49th South / 15th East (WB) o 49th South / 25th East (WB & EB) · Poor LOS at: o 45th East / 15th East (PM) · Significant queuing at: o 49th South / 15th East (WB) o 49th South / 25th East (SB) Mitigations · 45th East / Sunnyside Road o Install signal with eastbound protective/permissive phasing o Install left-turn lanes on all approaches o Install SB right-turn lane (125 feet) · 49th South / 15th East o Install westbound right-turn lane (100 feet) · 49th South / 25th East (Hitt Road) o Install left-turn lanes on all approaches (100 feet) o Install SB right-turn lane (100 feet) · 49th South / 15th East o Install NB and SB left-turn lane (100 feet) o Install SB right-turn lane (100 feet) · 49th South / 25th East o Install dual southbound approach lanes – one thru/right and the other left through the roundabout Ammon - 240 Acre Residential Traffic Impact Study iii 2031 Background Plus Project Assumptions · Trip generation from BCP development east of Ammon added to traffic volumes · Signal timing enhancements · Signal timing enhancements Findings · Poor LOS at: o 49th South / 15th East (AM & PM) o 49th South / 25th East (PM) · Significant Queuing at: o 45th East / Sunnyside Road (EB & NB) o 49th South / 15th East (EB & WB) o 49th South / Ammon Road (WB) · Acceptable LOS · Significant queuing at: o 25th East / Sunnyside Road (EB) o 49th South / 15th East (SB) o 49th South / 25th East (WB) o 49th South / Ammon Road (WB) Mitigations · 45th East / Sunnyside Road o Implement northbound left-turn protective/permissive phasing o Implement southbound right-turn channelization o Install dual eastbound left-turn lanes · 49th South / 15th East o Construct single-lane roundabout. · 49th South / 25th East (Hitt Road) o Construct single-lane roundabout. · 49th South / Ammon Road o Install WB right-turn lane (100 feet) · 25th East / Sunnyside Road o Increase queue storage for eastbound right- turn lane · 49th South / 15th East o Install southbound slip lane · 49th South / 25th East o Install westbound slip lane · 49th South / Ammon Road o Install westbound slip lane DATE PROJECT UT21-2038 12/21/2021NImprovement Figure Ammon 240 TIS SB right-turn slip lane through roundabout (2031 Plus Project) Widen to 3 lanes (2031) Widen to 3 lanes (2026) and to 5 lanes (2031) Install roundabout (2021 Plus Project, 2031 Background) Interim Background improvements include left-turn lanes on all approaches and southbound right-turn lane Signalize (2026) WB right-turn slip lane (2031 Plus Project) NB, WB, & SB left-turn pockets (2026) SB right-turn channelization (2026) 65th South 49th South Sunnyside Rd Ammon RdCrowley Rd(45th East)65th South15th EastLegend Background Plus Project Ammon Boundary Idaho Falls BoundaryHitt Rd (25th East)Widen to 3 lanes (2021 Plus Project, 2026 Background) Widen to 5 lanes (2031 Plus Project) Install roundabout (2031 Background) Interim Background improvements include NB & SB left-turn lanes and SB & WB right-turn lane SB thru/right lane and left-turn lane separated (2026 Plus Project) EB dual left-turn lanes (2031) Install roundabout (2021 Plus Project - as requested by City) Interim Background improvements include left-turn lanes on all approaches and SB & WB right-turn lane Increase EB RT queue storage to 325 feet (2031 Plus Project) Figure ES-1 WB right-turn slip lane through roundabout (2031 Plus Project) Ammon - 240 Acre Residential Traffic Impact Study v TABLE OF CONTENTS EXECUTIVE SUMMARY ............................................................................................................................... i SUMMARY OF KEY FINDINGS & RECOMMENDATIONS ......................................................................... ii TABLE OF CONTENTS ............................................................................................................................... v LIST OF TABLES ....................................................................................................................................... vii LIST OF FIGURES ..................................................................................................................................... vii I. INTRODUCTION .................................................................................................................................. 1 A. Purpose ................................................................................................................................................. 1 B. Scope .................................................................................................................................................... 2 C. Analysis Methodology ........................................................................................................................... 2 D. Level of Service Standards ................................................................................................................... 3 II. EXISTING (2021) BACKGROUND CONDITIONS............................................................................... 4 A. Purpose ................................................................................................................................................. 4 B. Roadway System .................................................................................................................................. 4 C. Traffic Volumes ..................................................................................................................................... 4 D. Level of Service Analysis ...................................................................................................................... 5 E. Queuing Analysis .................................................................................................................................. 5 F. Mitigation Measures .............................................................................................................................. 5 III. PROJECT CONDITIONS ................................................................................................................... 11 A. Purpose ............................................................................................................................................... 11 B. Project Description .............................................................................................................................. 11 C. Trip Generation ................................................................................................................................... 11 D. Trip Distribution and Assignment ........................................................................................................ 12 E. Access ................................................................................................................................................. 18 IV. EXISTING (2021) PLUS PROJECT CONDITIONS ........................................................................... 19 A. Purpose ............................................................................................................................................... 19 B. Traffic Volumes ................................................................................................................................... 19 C. Level of Service Analysis .................................................................................................................... 19 D. Queuing Analysis ................................................................................................................................ 19 E. Mitigation Measures ............................................................................................................................ 24 V. FUTURE (2026) BACKGROUND CONDITIONS ............................................................................... 30 A. Purpose ............................................................................................................................................... 30 B. Roadway Network ............................................................................................................................... 30 C. Traffic Volumes ................................................................................................................................... 30 D. Level of Service Analysis .................................................................................................................... 30 E. Queuing Analysis ................................................................................................................................ 30 F. Mitigation Measures ............................................................................................................................ 35 VI. FUTURE (2026) PLUS PROJECT CONDITIONS .............................................................................. 41 A. Purpose ............................................................................................................................................... 41 B. Traffic Volumes ................................................................................................................................... 41 C. Level of Service Analysis .................................................................................................................... 41 D. Queuing Analysis ................................................................................................................................ 41 E. Mitigation Measures ............................................................................................................................ 41 Ammon - 240 Acre Residential Traffic Impact Study vi VII. FUTURE (2031) BACKGROUND CONDITIONS ............................................................................... 52 A. Purpose ............................................................................................................................................... 52 B. Roadway Network ............................................................................................................................... 52 C. Traffic Volumes ................................................................................................................................... 52 D. Level of Service Analysis .................................................................................................................... 52 E. Queuing Analysis ................................................................................................................................ 52 F. Mitigation Measures ............................................................................................................................ 57 VIII. FUTURE (2031) PLUS PROJECT CONDITIONS .............................................................................. 63 A. Purpose ............................................................................................................................................... 63 B. Traffic Volumes ................................................................................................................................... 63 C. Level of Service Analysis .................................................................................................................... 63 D. Queuing Analysis ................................................................................................................................ 63 E. Mitigation Measures ............................................................................................................................ 68 F. Recommended Storage Lengths ........................................................................................................ 74 Appendix A: Turning Movement Counts Appendix B: LOS Results Appendix C: Project Site Plan Appendix D: Queuing Results Ammon - 240 Acre Residential Traffic Impact Study vii LIST OF TABLES Table 1: Level of Service Description .................................................................................................... 3 Table 2: Existing (2021) Background Peak Hour LOS ........................................................................ 10 Table 3: Project Land Uses.................................................................................................................. 11 Table 4: Trip Generation ...................................................................................................................... 12 Table 5: Trip Distribution ...................................................................................................................... 12 Table 6: Existing (2021) Plus Project Peak Hour LOS ........................................................................ 24 Table 7: Existing (2021) Plus Project Peak Hour LOS (Mitigated) ...................................................... 25 Table 8: Future (2026) Background Peak Hour LOS .......................................................................... 35 Table 9: Future (2026) Background Peak Hour LOS (Mitigated) ........................................................ 36 Table 10: Future (2026) Plus Project Peak Hour LOS ........................................................................ 46 Table 11: Future (2026) Plus Project Peak Hour LOS (Mitigated) ...................................................... 51 Table 12: Future (2031) Background Peak Hour LOS ........................................................................ 57 Table 13: Future (2031) Background Peak Hour LOS (Mitigated) ...................................................... 58 Table 14: Future (2031) Plus Project Peak Hour LOS ........................................................................ 68 Table 15: Future (2031) Plus Project Peak Hour LOS (Mitigated) ...................................................... 69 Table 16: Recommended Storage Lengths ......................................................................................... 74 LIST OF FIGURES Figure 1: Vicinity map showing the project location in Ammon, Idaho .................................................. 1 Figure 2: Existing (2021) background peak hour traffic volumes .......................................................... 6 Figure 3: Trip Distribution Map ............................................................................................................ 13 Figure 4: Trip assignment for the peak hours ...................................................................................... 14 Figure 5: Existing (2021) plus project peak hour traffic volumes ........................................................ 20 Figure 6: Existing (2021) plus project peak hour traffic volumes (Mitigated) ...................................... 26 Figure 7: Future (2026) background peak hour traffic volumes .......................................................... 31 Figure 8: Future (2026) background peak hour traffic volumes (Mitigated) ........................................ 37 Figure 9: Future (2026) plus project peak hour traffic volumes ........................................................... 42 Figure 10: Future (2026) plus project peak hour traffic volumes (Mitigated) ...................................... 47 Figure 11: Future (2031) background peak hour traffic volumes ........................................................ 53 Figure 12: Future (2031) background peak hour traffic volumes (Mitigated) ...................................... 59 Figure 13: Future (2031) plus project peak hour traffic volumes ......................................................... 64 Figure 14: Future (2031) plus project peak hour traffic volumes (Mitigated) ...................................... 70 Ammon - 240 Acre Residential Traffic Impact Study 1 I. INTRODUCTION A. Purpose This study addresses the traffic impacts associated with the proposed 240 Acre Residential development located in Ammon, Idaho. The proposed project is located to the north and south of 49th South, just west of Ammon Road. Figure 1 shows a vicinity map of the proposed development. The purpose of this traffic impact study is to analyze traffic operations at key intersections for existing (2021), future (2026), and future (2031) conditions with and without the proposed project and to recommend mitigation measures as needed. Figure 1: Vicinity map showing the project location in Ammon, Idaho Ammon - 240 Acre Residential Traffic Impact Study 2 B. Scope The study area was defined based guidelines provided by the Bonneville Metropolitan Planning Organization (BMPO) and approval of a scoping memo by the City of Ammon, the City of Idaho Falls, Bonneville County, and the BMPO, which listed all anticipated major intersections within a three mile radius impacted by the development. This study was scoped to evaluate the traffic operational performance impacts of those selected intersections, which include: · 25th East (Hitt Road) / Sunnyside Road · Ammon Road / Sunnyside Road · 45th East (Crowley Road) / Sunnyside Road · 49th South (Township Road) / 15th East · 49th South (Township Road) / 25th East (Hitt Road) · 49th South (Township Road) / Ammon Road · 49th South (Township Road) / 45th East (Crowley Road) · 65th South (York Road) / 25th East (Hitt Road) · 65th South / 25th East (Hitt Road) · 65th South / Ammon Road · Northwest Access / 49th South · North Access / 49th South · Northeast Access / 49th South · East North Access / Ammon Road · East South Access / Ammon Road C. Analysis Methodology Level of service (LOS) is a term that describes the operating performance of an intersection or roadway. LOS is measured quantitatively and reported on a scale from A to F, with A representing the best performance and F the worst. Table 1 provides a brief description of each LOS letter designation and an accompanying average delay per vehicle for both signalized and unsignalized intersections. The Highway Capacity Manual (HCM), 7th Edition, 2022 methodology was used in this study to remain consistent with “state-of-the-practice” professional standards. This methodology has different quantitative evaluations for signalized and unsignalized intersections. For signalized, roundabout, and all-way stop-controlled (AWSC) intersections, the LOS is provided for the overall intersection (weighted average of all approach delays). For all other unsignalized intersections, LOS is reported based on the worst movement. Using Synchro/SimTraffic software, which follow the HCM methodology, the peak hour LOS was computed for each study intersection. Multiple runs of SimTraffic were used to provide a statistical evaluation of the interaction between the intersections. The detailed LOS reports are provided in Appendix B. Hales Engineering also calculated the 95th percentile queue lengths for the study intersections using SimTraffic. The detailed queue length reports are provided in Appendix D. Ammon - 240 Acre Residential Traffic Impact Study 3 D. Level of Service Standards For the purposes of this study, a minimum acceptable intersection performance for each of the study intersections was set at LOS D. If levels of service E or F conditions exist, an explanation and/or mitigation measures will be presented. A LOS D threshold is consistent with “state-of-the- practice” traffic engineering principles for urbanized areas. Table 1: Level of Service Description LOS Description of Traffic Conditions Average Delay (seconds/vehicle) Signalized Intersections Unsignalized Intersections A Free Flow / Insignificant Delay £ 10 £ 10 B Stable Operations / Minimum Delays > 10 to 20 > 10 to 15 C Stable Operations / Acceptable Delays > 20 to 35 > 15 to 25 D Approaching Unstable Flows / Tolerable Delays > 35 to 55 > 25 to 35 E Unstable Operations / Significant Delays > 55 to 80 > 35 to 50 F Forced Flows / Unpredictable Flows / Excessive Delays > 80 > 50 Source: Hales Engineering Descriptions, based on the Highway Capacity Manual (HCM), 6th Edition, 2016 Methodology (Transportation Research Board) Ammon - 240 Acre Residential Traffic Impact Study 4 II. EXISTING (2021) BACKGROUND CONDITIONS A. Purpose The purpose of the background analysis is to study the intersections and roadways during the peak travel periods of the day with background traffic and geometric conditions. Through this analysis, background traffic operational deficiencies can be identified, and potential mitigation measures recommended. This analysis provides a baseline condition that may be compared to the build conditions to identify the impacts of the development. B. Roadway System The primary roadways that will provide access to the project site are described below: 49th South – is a city-maintained roadway which is classified by the Bonneville Metropolitan Planning Organization (BMPO) 2040 Long Range Transportation Plan (May 2016) as a “Major Collector.” The roadway has one travel lane in each direction. The posted speed limit is 50 mph near the project site. Ammon Road – is a city-maintained roadway which is classified by the Bonneville Metropolitan Planning Organization (BMPO) 2040 Long Range Transportation Plan (May 2016) as a “Major Collector.” The roadway has one travel lane in each direction and a posted speed limit of 50 mph near the project site. C. Traffic Volumes Weekday morning (7:00 to 9:00 a.m.) and evening (4:00 to 6:00 p.m.) peak period traffic counts were performed at the following intersections: · 25th East (Hitt Road) / Sunnyside Road · Ammon Road / Sunnyside Road · 45th East (Crowley Road) / Sunnyside Road · 49th South (Township Road) / 15th East · 49th South (Township Road) / 25th East (Hitt Road) · 49th South (Township Road) / Ammon Road · 49th South (Township Road) / 45th East (Crowley Road) · 65th South (York Road) / 25th East (Hitt Road) · 65th South / 25th East (Hitt Road) · 65th South / Ammon Road The counts were performed on Tuesday, November 30, 2021. The morning peak hour was determined to be between 7:30 and 8:30 a.m., and the evening peak hour was determined to be between 5:00 and 6:00 p.m. The evening peak hour volumes were approximately equal to the Ammon - 240 Acre Residential Traffic Impact Study 5 morning peak hour volumes. Both the morning and evening peak hour volumes were used in the analysis. Detailed count data are included in Appendix A. Hales Engineering made seasonal adjustments to the observed traffic volumes. Monthly traffic volume data were obtained from a nearby ITD automatic traffic recorder (ATR) on Sunnyside Road / I-15 Business / US26 (ATR #231). In recent years, traffic volumes in November have been equal to approximately 98% of average traffic volumes. The observed traffic volumes were adjusted accordingly to determine average turning movement counts at the study intersections. The traffic counts were collected during the COVID-19 pandemic when traffic volumes may have been slightly reduced due to social distancing measures. According to ATR #231, the monthly traffic volumes in 2021 were higher than those from 2019 and before. Therefore, no adjustment was made due to the COVID-19 pandemic. Anticipated trip generation from the nearby BCP development, east of Ammon, was added on top of the existing counts. Figure 2 shows the existing peak hour volumes as well as intersection geometry at the study intersections. D. Level of Service Analysis Hales Engineering determined that all study intersections are currently operating at acceptable levels of service during the morning and evening peak hours, as shown in Table 2. These results serve as a baseline condition for the impact analysis of the proposed development during existing (2021) conditions. E. Queuing Analysis Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections. No significant queueing was observed during either peak hour. F. Mitigation Measures No mitigation measures are recommended. Ammon 240 TIS Morning Peak Hour Existing (2021) Background Figure 2A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202227422590Sunnyside Rd 199397199 117 7721317 2157205132494981009 22 1569215th East408832152183149th South 80 1623 31 561453 9843849th South 66146Y ork R o a d (6 5th)9 754447988108 1246 83065th South Sunnyside Rd Hitt Rd Ammon 240 TIS Morning Peak Hour Existing (2021) Background Figure 2A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20222211687109 20762 19523 54 84131391108220910839 30 1079 27 101162712581649th South 31 574 19 1712619 85343311322791412 243 108 375858222465th South 1257 2 3109 38 261830Sunnyside Rd Ammon Rd Crowley Rd Ammon 240 TIS Evening Peak Hour Existing (2021) Background Figure 2B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022290386127429928 379 99536 1572 2131827613146153592 7 201486215th East69250120131877468 2931 2834 94 1432718549th South 5189Y o rk R o a d (6 5 th )1311 08188144549686170126 65th South Sunnyside Rd Hitt Rd Ammon 240 TIS Evening Peak Hour Existing (2021) Background Figure 2B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20227712617403 536138 13 290 71 781762744515115366 8856 10 541816103157 2601149th South 40158 5 498 118 214852368664352 22 229 42 707360517865th South 38 1345 386 20 452412Sunnyside Rd Ammon Rd Crowley Rd Ammon - 240 Acre Residential Traffic Impact Study 10 Table 2: Existing (2021) Background Peak Hour LOS Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal C (26.9) C (34.6) Ammon Road / Sunnyside Road Signal B (12.5) B (15.7) 45th East (Crowley Road) / Sunnyside Road AWSC A (9.7) B (12.4) 49th South / 15th East EB/WB Stop c (16.5) / WBT c (17.9) / WBT 49th South / 25th East (Hitt Road) EB/WB Stop c (17.6) / WBT c (21.4) / WBT 49th South / Ammon Road AWSC A (9.3) A (9.9) 49th South / 45th East (Crowley Road) EB/WB Stop a (9.7) / EBL b (10.4) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (5.7) / EBL a (8.4) / EBL 65th South / 25th East (Crowley Road) WB Stop b (10.2) / WBL b (10.1) / WBL 65th South / Ammon Road EB/WB Stop a (8.3) / WBT b (10.8) / EBT 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 Ammon - 240 Acre Residential Traffic Impact Study 11 III. PROJECT CONDITIONS A. Purpose The project conditions discussion explains the type and intensity of development. This provides the basis for trip generation, distribution, and assignment of project trips to the surrounding study intersections defined in Chapter I. B. Project Description The proposed 240 Acre Residential development is located to the north and south of 49th South, just west of Ammon Road. The development will consist of residential townhome and single-family units. A concept plan for the proposed development is provided in Appendix C. The proposed land use for the development has been identified in Table 3. Table 3: Project Land Uses Land Use Intensity Single-family detached housing 416 Units Townhomes 300 Units C. Trip Generation Trip generation for the development was calculated using trip generation rates published in the Institute of Transportation Engineers (ITE), Trip Generation, 11th Edition, 2021. Trip generation for the proposed project is included in Table 4. The total trip generation for the development is as follows: · Daily Trips: 5,982 · Morning Peak Hour Trips: 424 · Evening Peak Hour Trips: 557 Ammon - 240 Acre Residential Traffic Impact Study 12 Table 4: Trip Generation D. Trip Distribution and Assignment Project traffic is assigned to the roadway network based on the type of trip and the proximity of project access points to major streets, high population densities, and regional trip attractions. Existing travel patterns observed during data collection also provide helpful guidance to establishing these distribution percentages, especially near the site. The resulting distribution of project generated trips is shown in Table 5 and Figure 3. Table 5: Trip Distribution Direction % To/From Project North 45% South 5% East 10% West 40% These trip distribution assumptions were used to assign the morning and evening peak hour generated traffic at the study intersections to create trip assignment for the proposed development. Trip assignment for the development is shown in Figure 4. DATE PROJECT Figure 2 UT21-2038 10/26/2021NPM Peak Hour - Trip Distribution Ammon - 240 49th South (Township Road)45th East (Crowley Road)Sunnyside Road 25th East (Hitt Road)35th East (Ammon Road)15%30% 25% 2%3% 5% 10% 7% 65th South15th East (Woodruff Ave)Holmes AvenueLEGEND Principal Arterial Minor Arterial Major Collector ##%Trip Assignment Percentage 2% 1% Proposed Study Intersections 3 Ammon 240 TIS Morning Peak Hour Trip Assignment Figure 4A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022576900 722 0 192382 700000 80 021 1015th East400007012 0 1631 126 490042Y o rk R o ad (6 5 th )51 511224 4 1565th South Sunnyside Rd Hitt Rd4101049th South 1440 14 2 953 8037No rt h we s t Ac c e s sNor t h Access1430 14 15037 Ammon 240 TIS Morning Peak Hour Trip Assignment Figure 4A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20224246220 015 90 0 0180022175 0 1 20 0071255255 48 11002121 000420 01 0 00102065th South 3 00 00 1 368Sunnyside Rd Ammon Rd Ammon Rd 4101049th South 1440 14 2 953 8037No rt h we s t Ac c e s sNor t h Access300131430 14 5 33615037 Crowley RdNE Access1717508 7 27 231E a s t N o rth A c c e s s386 161433E a s t S o u th A c c e s s 3071012 Ammon 240 TIS Evening Peak Hour Trip Assignment Figure 4B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20224149002164 013 16 25770000023 0 015 715th East11000019034 0 13 229014 10037Y o rk R o a d (6 5 th )12558732 3 5565th South Sunnyside Rd Hitt Rd300549th South 3911639 5 7011 6025No rt h we st Ac c e s sNorth Access39 4939 13025 Ammon 240 TIS Evening Peak Hour Trip Assignment Figure 4B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202229331500 46 24 0 0 051002111 40 16 0 0418939238218 43006160 00049th South 3 10 0 20 00507065th South 80 0 0 03 245Sunnyside Rd Ammon Rd Ammon Rd 300549th South 39 11639 570116025 Nort h west Ac c es sNor t h Access200739 4939 11412113025 Crowley RdNE Access1694920 1557 823E a s t N o rth A c c e s s27 54043 108E a s t S o u th A c c e s s 236540 Ammon - 240 Acre Residential Traffic Impact Study 18 E. Access The proposed access for the site will be gained at the following locations (see also concept plan in Appendix C): 49th South (Township Road): · The northwest access will be located approximately 2,300 feet west of the 49th South / Ammon Road intersection. It will access the project on the north and south side of 49th South. It is anticipated that the access will be stop-controlled. · The north access will be located approximately 1,500 feet west of the 49th South / Ammon Road intersection. It will access the project on the north and south side of 49th South. It is anticipated that the access will be stop-controlled. · The northeast access will be located approximately 800 feet west of the 49th South / Ammon Road intersection. It will access the project on the south side of 49th South. It is anticipated that the access will be stop-controlled Ammon Road: · The east north access will be located approximately 800 feet south of the 49th South / Ammon Road intersection. It will access the project on the west side of Ammon Road. It is anticipated that the access will be stop-controlled. · The east south access will be located approximately 1,900 feet south of the 49th South / Ammon Road intersection. It will access the project on the west side of Ammon Road. It is anticipated that the access will be stop-controlled. Ammon - 240 Acre Residential Traffic Impact Study 19 IV. EXISTING (2021) PLUS PROJECT CONDITIONS A. Purpose The purpose of the existing (2021) plus project analysis is to study the intersections and roadways during the peak travel periods of the day for existing background traffic and geometric conditions plus the net trips generated by the proposed development. This scenario provides valuable insight into the potential impacts of the proposed project on background traffic conditions. B. Traffic Volumes Hales Engineering added the project trips discussed in Chapter III to the existing (2021) background traffic volumes to predict turning movement volumes for existing (2021) plus project conditions. Existing (2021) plus project peak hour turning movement volumes are shown in Figure 5. C. Level of Service Analysis Hales Engineering determined that all intersections are anticipated to operate at acceptable levels of service with project traffic added, except for the 49th South / 25th East (Hitt Road) intersection during the evening peak hour, as shown in Table 6. D. Queuing Analysis Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections. Significant 95th percentile queue lengths are summarized as follows: · 45th East (Crowley Road) / Sunnyside Road: o Eastbound: 250 feet (PM) · 49th South / 25th East (Hitt Road): o Westbound: 200 – 475 feet (AM & PM) o Eastbound: 200 feet (PM) Ammon 240 TIS Morning Peak Hour Existing (2021) Plus Project Figure 5A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202233129490199 404221 117791 154 8018420513249498108 9 22177 10215th East44883215218388028 23 4787271888438 70148Y o rk R o a d (6 5 th )10255 4990901212 1286935 65th South 4101049th South 1413214 2 3113 8037Nor t h Access1412214 15037Hitt RdNo rt hwe st Ac c e s s Sunnyside Rd Ammon 240 TIS Morning Peak Hour Existing (2021) Plus Project Figure 5A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202226321429109207 77 28 523 54 8414939110822211125 4430 1181 27 10116278141131886 6112 20 1722619 8746431132249th South 83 1612 2 44108375859 224465th South 1557 2 3109 39 2924384101049th South 14 13214 231138037 Nor t h Access3001314 12214 5249 6 15037NE Access1717142 8 7243 2107E a st N o rth A c c e s s 3869214 379E a s t S o u th A c c e s s 3078612 Ammon Rd Ammon Rd No rt h we st Ac c es s Crowley RdSunnyside Rd Ammon 240 TIS Evening Peak Hour Existing (2021) Plus Project Figure 5B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022331435127429 949443 99 549 173 246395276131461535 1157 20163 6915th East8025012013187936863 31 4156 184 284271855496Y o rk R o a d (6 5 th )143 1 1319315261128 89175131 65th South 300549th South 39319 39 5 19311 6025Nor t h Access39252 39 13025Hitt RdNo rt h we s t Ac c e s s Sunnyside Rd Ammon 240 TIS Evening Peak Hour Existing (2021) Plus Project Figure 5B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202210615932403536 184 37 2907178227274 4515316377 9256 1160 18 1610717511991378160 23 8101 118 21414683686649th South 465322 2 3142707365 524865th South 46134 5 3 8623472817300549th South 39 31939 5193116025 Nor t h Access200739 25239 11164 21 13025NE Access16925220 15180 896E a s t N o rth A c c e s s 27 513443 1081E a s t S o u th A c c e s s 2369940 Ammon Rd Ammon Rd No rt h we st Ac c e s s Crowley RdSunnyside Rd Ammon - 240 Acre Residential Traffic Impact Study 24 Table 6: Existing (2021) Plus Project Peak Hour LOS Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal C (27.3) D (37.5) Ammon Road / Sunnyside Road Signal B (13.1) B (17.7) 45th East (Crowley Road) / Sunnyside Road AWSC A (9.6) B (12.9) 49th South / 15th East EB/WB Stop c (16.8) / WBT c (19.9) / WBT 49th South / 25th East (Hitt Road) EB/WB Stop c (23.0) / WBT f (>50) / WBT 49th South / Ammon Road AWSC B (10.3) B (12.3) 49th South / 45th East (Crowley Road) EB/WB Stop a (9.6) / EBL a (9.5) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (6.0) / EBL a (8.8) / EBL 65th South / 25th East (Crowley Road) WB Stop b (10.6) / WBL a (10.0) / WBL 65th South / Ammon Road EB/WB Stop a (8.7) / WBT b (10.8) / EBT Northwest Access / 49th South NB/SB Stop a (6.4) / NBL a (7.3) / NBL North Access / 49th South NB/SB Stop a (6.0) / NBL a (6.4) / SBL Northeast Access / 49th South NB Stop a (5.6) / NBL a (5.9) / NBL East North Access / Ammon Road EB Stop a (4.9) / EBL a (5.4) / EBL East South Access / Ammon Road EB Stop a (4.7) / EBL a (4.7) / EBL 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 E. Mitigation Measures To mitigate poor LOS and significant queuing anticipated during the future (2026) background conditions, the following mitigation measures are recommended: · 49th South / 25th East (Hitt Road) o Install single-lane roundabout · 49th South / Ammon Road o At the request of the City of Ammon, a single-lane roundabout was installed Ammon - 240 Acre Residential Traffic Impact Study 25 The 49th South / 25th East (Hitt Road) intersection is anticipated to continue to operate a poor level of service, even with all right-and left-turn lanes on all approaches. Due to the large volume of southbound left turns and westbound right turns, it was determined that a roundabout would likely be the best form of traffic control at this intersection. If a roundabout is not desirable due to farming in the area, other traffic control options could be considered to mitigate the intersection. Based on expected traffic volumes, it should also be noted that 25th East (Hitt Road) was widened to three lanes in accordance with the BMPO 2040 Long Range Transportation Plan. These mitigation measures were analyzed and the roadway network is shown in Figure 6 with LOS results in Table 7. Table 7: Existing (2021) Plus Project Peak Hour LOS (Mitigated) Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal C (27.1) D (37.7) Ammon Road / Sunnyside Road Signal B (13.2) B (17.4) 45th East (Crowley Road) / Sunnyside Road AWSC A (9.9) B (14.4) 49th South / 15th East EB/WB Stop c (16.9) / WBT c (18.0) / WBT 49th South / 25th East (Hitt Road) Roundabout A (5.7) A (8.6) 49th South / Ammon Road Roundabout A (6.4) A (7.0) 49th South / 45th East (Crowley Road) EB/WB Stop a (8.6) / WBL a (8.6) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (6.0) / EBL a (9.2) / EBL 65th South / 25th East (Crowley Road) WB Stop b (11.0) / WBL a (9.7) / WBL 65th South / Ammon Road EB/WB Stop a (8.8) / WBT b (10.7) / EBT Northwest Access / 49th South NB/SB Stop a (6.6) / NBL a (6.9) / NBL North Access / 49th South NB/SB Stop a (6.0) / NBL a (7.2) / NBL Northeast Access / 49th South NB Stop a (5.5) / NBL a (6.3) / NBL East North Access / Ammon Road EB Stop a (4.9) / EBL a (5.1) / EBL East South Access / Ammon Road EB Stop a (4.5) / EBL a (4.8) / EBL 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 Ammon 240 TIS Morning Peak Hour Existing (2021) Plus Project (Mitigated)Figure 6A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202233129490199 404221 117 79115480184205 13249498 1089 2217710215th East448832152183880 2823 4787 271 88843870148Y o rk R o a d (6 5 th )1 025549909012121286935 65th South 4101049th South 14132 14 2311 3 8037Nor t h Access14122 14 15037Hitt RdNo rt h we s t Ac c e s s Sunnyside Rd Ammon 240 TIS Morning Peak Hour Existing (2021) Plus Project (Mitigated)Figure 6A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20222632142910920777 28 523 54 8414939110822211125 4430 1181 27 1011627814113188661 12 20172 261 98746431132249th South 8316 12 2 44108375859 224465th South 1557 2 3 109392924384101049th South 14 13214 2311 3 8037Nor t h Access3001314 12214 5249 6 15037NE Access17171428 7243 2107E a s t N o rth A c c e s s 3869214 379E a s t S o u th A c c e s s 3078612 Ammon Rd Ammon Rd No rt h we s t Ac c e s s Crowley RdSunnyside Rd Ammon 240 TIS Evening Peak Hour Existing (2021) Plus Project (Mitigated)Figure 6B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022331435127429949 443 99549 173 246395276131461535115 7 20 1636915th East802501201318793686331 41 5618428 4271855496Y o rk R o a d (6 5 th )14311 31931526112889175131 65th South 300549th South 39 31939 5193116025 Nor t h Access39 25239 13025Hitt RdNort h west Ac c es s Sunnyside Rd Ammon 240 TIS Evening Peak Hour Existing (2021) Plus Project (Mitigated)Figure 6B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202210615932403536 184 37 290 71 782272744515316377 9256 1160 18 1610717511991378 16023 8 10111821 414683686649th South 46 5322 2 3142707365 524865th South 46134 5 386 23 472817300549th South 39 31939 5193116025 Nor t h Access200739 25239 11164 21 13025NE Access169252 20 15180 896E a s t N o rth A c c e s s 27 5 134431081E a s t S o u th A c c e s s 2369940 Ammon Rd Ammon Rd No rt h we st Ac c es s Crowley RdSunnyside Rd Ammon - 240 Acre Residential Traffic Impact Study 30 V. FUTURE (2026) BACKGROUND CONDITIONS A. Purpose The purpose of the future (2026) background analysis is to study the intersections and roadways during the peak travel periods of the day for future background traffic and geometric conditions. Through this analysis, future background traffic operational deficiencies can be identified, and potential mitigation measures recommended. B. Roadway Network According to the BMPO 2040 Long Range Transportation Plan, there are no specific projects planned before 2026 in the study area. Therefore, no changes were made to the roadway network for the future (2026) analysis. If mitigations are recommended in the analysis that align with proposed future projects in the transportation plan, they will be implemented at that time. Signal timing adjustments were assumed to maintain proper operational efficiency. C. Traffic Volumes Hales Engineering obtained future (2026) forecasted volumes from historical traffic volume trends at ATR #231 on Sunnyside Road, west of the project. Ten-year historical data (2010-2019) for the annual average daily traffic (AADT) gave a yearly growth rate of approximately 4.5%. A conservative growth rate of 5% was applied to existing traffic counts at all intersections, except those along Sunnyside Road. BMPO projected 2025 traffic volumes were utilized for individual approaches along Sunnyside Road. Future (2026) morning and evening peak hour turning movement volumes are shown in Figure 7. D. Level of Service Analysis Hales Engineering determined that all study intersections are anticipated to operate at acceptable levels of service in future (2026) background conditions, except the 45th East (Crowley Road) / Sunnyside Road intersection during both peak hours and the 49th South / 25th East (Hitt Road) intersection during the evening peak hour, as shown in Table 8. E. Queuing Analysis Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections. 95th percentile queue lengths are summarized as follows: · 49th South / 15th East: o Westbound: 225 feet (AM & PM) · 49th South / 25th East: o Eastbound: 200 feet (PM) o Westbound: 200 feet (PM) · 45th East / Sunnyside Road: o Southbound: >1,000 feet (AM) o Eastbound: >2,000 feet (PM) Ammon 240 TIS Morning Peak Hour Future (2026) Background Figure 7A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022340280107225433 250 139 845 200 106218230153105120125 10 25195 11515th East501104020270401002030 4070 180 501054549th South 80185Y o rk R o a d (6 5 th )12 0655510011015101558535 65th South Sunnyside Rd Hitt Rd Ammon 240 TIS Morning Peak Hour Future (2026) Background Figure 7A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202227521011125 29875 26 726 65 10017344013527215186 6040 15 1254515156442 5702049th South 4070 5 25215 325 120655540165510020 15 555135457070 525565th South 15 705 513545302035Sunnyside Rd Ammon Rd Crowley Rd Ammon 240 TIS Evening Peak Hour Future (2026) Background Figure 7B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20223604931544651009 475 119 590 2132 99405310151802045115 10 25185 7515th East85310150152359085 3540 3540 115 18034010549th South 65110Y o rk R o a d (6 5 th )1 65 135235180651010110215155 65th South Sunnyside Rd Hitt Rd Ammon 240 TIS Evening Peak Hour Future (2026) Background Figure 7B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20229516325440723170 18 418 90 95222300551932557313570 15 90 25 251362905751549th South 50195 10 5120 145 2651053010105105565 25 53550859075 10201065th South 45 16510 5 10525553015Sunnyside Rd Ammon Rd Crowley Rd Ammon - 240 Acre Residential Traffic Impact Study 35 Table 8: Future (2026) Background Peak Hour LOS Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal C (28.7) D (44.4) Ammon Road / Sunnyside Road Signal B (17.2) C (22.6) 45th East (Crowley Road) / Sunnyside Road AWSC E (45.5) F (>80) 49th South / 15th East EB/WB Stop d (25.8) / WBT d (32.3) / WBT 49th South / 25th East (Hitt Road) EB/WB Stop c (21.6) / WBT e (43.2) / WBT 49th South / Ammon Road AWSC B (11.9) B (11.8) 49th South / 45th East (Crowley Road) EB/WB Stop b (11.5) / EBL b (11.8) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (7.1) / EBL b (13.9) / EBL 65th South / 25th East (Crowley Road) WB Stop b (12.3) / WBL b (13.5) / WBL 65th South / Ammon Road EB/WB Stop a (9.2) / WBT b (11.8) / EBT 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 F. Mitigation Measures To mitigate poor LOS and significant queuing anticipated during the future (2026) background conditions, the following mitigation measures are recommended: · 45th East (Crowley Road) / Sunnyside Road o Install Signal with eastbound protective/permissive phasing o Install left-turn lanes on all approaches o Install southbound right-turn lane (125 feet) · 49th South / 15th East o Install westbound right-turn lane (100 feet) · 49th South / 25th East (Hitt Road) o Install left-turn lanes on all approaches (100 feet) o Install southbound right-turn lane (100 feet) The 45th East (Crowley Road) / Sunnyside Road intersection is anticipated to meet evening peak hour signal warrants in 2026 conditions. This improvement was also incorporated into the future (2040) analysis for the BCP development study. A roundabout could also be considered at this Ammon - 240 Acre Residential Traffic Impact Study 36 location as a temporary improvement but based on a previous study for the BCP development, a roundabout is expected to fail in future (2040) conditions. Based on expected traffic volumes, it should also be noted that the following roadway segments were widened in accordance with the BMPO 2040 Long Range Transportation Plan. · Sunnyside Road was widened to three lanes between Ammon Road and 45th East (Crowley Road) · 45th East (Crowley Road) was widened to three lanes north of Sunnyside Road. · 25th East (Hitt Road) was widened to three lanes north of 49th South. These mitigation measures were analyzed and the roadway network is shown in Figure 8 with LOS results in Table 9. These results serve as a baseline condition for the impact analysis of the proposed development for future (2026) conditions. Table 9: Future (2026) Background Peak Hour LOS (Mitigated) Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal C (28.6) D (44.4) Ammon Road / Sunnyside Road Signal B (17.6) C (21.8) 45th East (Crowley Road) / Sunnyside Road Signal B (13.2) B (16.1) 49th South / 15th East EB/WB Stop c (21.3) / WBT d (25.6) / WBT 49th South / 25th East (Hitt Road) EB/WB Stop c (21.4) / WBT d (26.2) / WBT 49th South / Ammon Road AWSC B (12.3) B (12.5) 49th South / 45th East (Crowley Road) EB/WB Stop b (11.8) / EBL b (11.2) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (7.0) / EBL b (12.8) / EBL 65th South / 25th East (Crowley Road) WB Stop b (11.4) / WBL b (11.7) / WBL 65th South / Ammon Road EB/WB Stop a (9.3) / WBT b (11.6) / EBT 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 Ammon 240 TIS Morning Peak Hour Future (2026) Background (Mitigated)Figure 8A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022340280107225433250 139 84520010 6218230153105120125 10 2519511515th East5011040202704010020 30 4070 180 501054549th South 80185Y o rk R o a d (65 th )12065 5510011015101558535 65th South Sunnyside Rd Hitt Rd Ammon 240 TIS Morning Peak Hour Future (2026) Background (Mitigated)Figure 8A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202227521011125 29875 26726 65 100173440135272151866040 15 1254515156442 5702049th South 40 705 25 21532512 065554016551002015 555 135 457070525565th South 1570 5 5135 45 302035Sunnyside Rd Ammon Rd Crowley Rd Ammon 240 TIS Evening Peak Hour Future (2026) Background (Mitigated)Figure 8B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20223604931544651009475 119 59021329 9405310151802045115 10 251857515th East8531015015235908535 40 3540 115 18034010549th South 65110Y o rk R o a d (6 5 th )16513 5235180651010110215155 65th South Sunnyside Rd Hitt Rd Ammon 240 TIS Evening Peak Hour Future (2026) Background (Mitigated)Figure 8B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20229516325440 723170 18 418 90 952223005519325573135 70 1590 25 251362905751549th South 50195 10 5120 145 2651053010105105565 25 53550859075 10201065th South 45 16510 5105 25 553015Sunnyside Rd Ammon Rd Crowley Rd Ammon - 240 Acre Residential Traffic Impact Study 41 VI. FUTURE (2026) PLUS PROJECT CONDITIONS A. Purpose The purpose of the future (2026) plus project analysis is to study the intersections and roadways during the peak travel periods of the day for future background traffic and geometric conditions plus the net trips generated by the proposed development. This scenario provides valuable insight into the potential impacts of the proposed project on future background traffic conditions. B. Traffic Volumes Hales Engineering added the project trips discussed in Chapter III to the future (2026) background traffic volumes to predict turning movement volumes for future (2026) plus project conditions. Future (2026) plus project peak hour turning movement volumes are shown in Figure 9. C. Level of Service Analysis Hales Engineering determined that all intersections are anticipated to operate at acceptable levels of service in future (2026) plus project conditions, except the 49th South / 15th East intersection during the evening peak hour, as shown in Table 10. D. Queuing Analysis Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections. Significant 95th percentile queue lengths of 225 feet are anticipated on the westbound approach of the 15th East / 49th South intersection during the evening peak hour. There is also considerable southbound queuing of 425 feet at the 25th East (Hitt Road) / 49th South roundabout. E. Mitigation Measures To mitigate poor LOS and significant queuing anticipated during the future (2026) plus project conditions, the following mitigation measures are recommended: · 49th South / 15th East o Install northbound and southbound left-turn lane (100 feet) o Install southbound right-turn lane (100 feet) · 49th South / 25th East (Hitt Road) o Install dual southbound lanes through the roundabout – one for left turns, and the other for thru/rights These mitigation measures were analyzed and the roadway network is shown in Figure 10 with LOS results in Table 11. Ammon 240 TIS Morning Peak Hour Future (2026) Plus Project Figure 9A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022397349107225440 272 139 864 223 114245230153105120133 10 2521612515th East541104020270471003230 56 1013069 91054584187Y o rk R o a d (6 5 th )12566 6011111217141598640 65th South 4101049th South 14 15514 237038037 Nor t h Access14 14514 15037Hitt RdNort h west Ac c es s Sunnyside Rd Ammon 240 TIS Morning Peak Hour Future (2026) Plus Project Figure 9A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20223172563312529890 35 726 65 1001914401352741720365 40 16127 45 151564491712522957413 26 216 325 120867640165510422 15 556 135 457071527565th South 18 705 5135463326434101049th South 14155 14 2370 3 8037Nor t h Access3001314145 14 5 308615037 NE Access17171658 7 302 2126E a st N o rth A c c e s s 38611114 398E a s t S o u th A c c e s s 30 710512 Ammon Rd Ammon Rd No rt h we s t Ac c e s s Crowley RdSunnyside Rd Ammon 240 TIS Evening Peak Hour Future (2026) Plus Project Figure 9B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022401542154465 1030539 119603 229 324482310151802045 13810 25 2008215th East96310150152351098569 40 4862 205 32134010568117Y o rk R o a d (6 5 th )1 77 140240188721312 113220160 65th South 300549th South 39371 39 5 22511 6025Nor t h Access3930439 13025Hitt RdNo rt hwe st Ac c e s s Sunnyside Rd Ammon 240 TIS Evening Peak Hour Future (2026) Plus Project Figure 9B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202212419640440 723216 42418 90 95273300551952658413970 16 962525140308 141141788 19728 9 12314526 516690101051049th South 586625 537 50 85908010271065th South 53 16510 5105 28 573420300549th South 39371 39 5 22511 6025Nor t h Access20073930439 11 1962113025 NE Access169304 20 15 212 8118E a st N o rth A c c e s s 27 516043 10103E a s t S o u th A c c e s s 23612540 Ammon Rd Ammon Rd No rt hwe st Ac c e s s Crowley RdSunnyside Rd Ammon - 240 Acre Residential Traffic Impact Study 46 Table 10: Future (2026) Plus Project Peak Hour LOS Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal C (29.7) D (45.3) Ammon Road / Sunnyside Road Signal B (18.7) C (20.9) 45th East (Crowley Road) / Sunnyside Road Signal B (13.2) B (16.5) 49th South / 15th East EB/WB Stop c (21.8) / WBT e (36.1) / WBT 49th South / 25th East (Hitt Road) Roundabout A (6.9) B (13.3) 49th South / Ammon Road Roundabout A (7.5) A (8.0) 49th South / 45th East (Crowley Road) EB/WB Stop b (10.4) / EBL b (10.2) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (7.4) / EBL b (13.8) / EBL 65th South / 25th East (Crowley Road) WB Stop b (12.3) / WBL b (13.1) / WBL 65th South / Ammon Road EB/WB Stop a (9.3) / WBT b (11.5) / EBT Northwest Access / 49th South NB/SB Stop a (7.1) / SBL a (8.0) / NBL North Access / 49th South NB/SB Stop a (6.1) / NBL a (8.1) / NBL Northeast Access / 49th South NB Stop a (7.0) / NBL a (5.8) / NBL East North Access / Ammon Road EB Stop a (4.9) / EBL a (5.0) / EBL East South Access / Ammon Road EB Stop a (4.8) / EBL a (4.7) / EBL 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 Ammon 240 TIS Morning Peak Hour Future (2026) Plus Project (Mitigated)Figure 10A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022397349107225440 272 139 864 2231 1424523015310512013310 25216 12515th East5411040202704710032 30 561013069910545 84187Y o rk R o a d (6 5 th )125 666011111217141598640 65th South 4101049th South 14 15514 2370 3 8037Nor t h Access1414514 15037Hitt RdNo rt h we s t Ac c e s s Sunnyside Rd Ammon 240 TIS Morning Peak Hour Future (2026) Plus Project (Mitigated)Figure 10A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202231725633125 29890 35 726 65 100191440135274172036540 16 127 45 1515644917125229574 13 26216 3251 20867640165549th South 10422 15 556 135 457071527565th South 18 705 5135463326434101049th South 14155 14 237038037 Nor t h Access3001314145 14 5 308615037 NE Access17171658 7 302 2126E a st N o rth A c c e s s 38 611114 398E a s t S o u th A c c e s s 30 710512 Ammon Rd Ammon Rd No rt h we s t Ac c e s s Crowley RdSunnyside Rd Ammon 240 TIS Evening Peak Hour Future (2026) Plus Project (Mitigated)Figure 10B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20224015421544651030 539 119 603 2293 2448231015180204513810 252008215th East96310150152351098569 40 48 6220532134 010568117Y o rk R o ad (6 5 th )177 140240188721312113220160 65th South 300549th South 39 37139 5225 11 6025Nor t h Access39 30439 13025Hitt RdNo rt h we st Ac c es s Sunnyside Rd Ammon 240 TIS Evening Peak Hour Future (2026) Plus Project (Mitigated)Figure 10B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202212419640440723 216 42 4189095273300 551952658413970 1696 25 25140308141141788197 28 9123 145 26516690101051049th South 58 6625 5 3750859080 10271065th South 53165 10 5 10528573420300549th South 39 37139 5225 11 6025Nor t h Access200739 30439 11196 21 13025NE Access16930420 15212 8118E a s t N o rth A c ce s s 27 516043 10103E a s t S o u th A c c e s s 23612540 Ammon Rd Ammon Rd No rt h we st Ac c es s Crowley RdSunnyside Rd Ammon - 240 Acre Residential Traffic Impact Study 51 Table 11: Future (2026) Plus Project Peak Hour LOS (Mitigated) Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal C (30.7) D (46.0) Ammon Road / Sunnyside Road Signal B (19.1) C (21.3) 45th East (Crowley Road) / Sunnyside Road Signal B (13.1) B (16.6) 49th South / 15th East EB/WB Stop c (22.8) / WBT d (26.3) / WBT 49th South / 25th East (Hitt Road) Roundabout A (7.1) A (8.6) 49th South / Ammon Road Roundabout A (7.7) A (7.9) 49th South / 45th East (Crowley Road) EB/WB Stop a (9.6) / EBL a (10.0) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (7.1) / EBL b (13.6) / EBL 65th South / 25th East (Crowley Road) WB Stop b (11.2) / WBL b (13.3) / WBL 65th South / Ammon Road EB/WB Stop a (9.2) / WBT b (11.2) / EBT Northwest Access / 49th South NB/SB Stop a (6.7) / NBL a (7.3) / NBL North Access / 49th South NB/SB Stop a (6.5) / NBL a (7.1) / SBL Northeast Access / 49th South NB Stop a (6.3) / NBL a (6.2) / NBL East North Access / Ammon Road EB Stop a (4.9) / EBL a (5.2) / EBL East South Access / Ammon Road EB Stop a (4.6) / EBL a (4.7) / EBL 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 Ammon - 240 Acre Residential Traffic Impact Study 52 VII. FUTURE (2031) BACKGROUND CONDITIONS A. Purpose The purpose of the future (2031) background analysis is to study the intersections and roadways during the peak travel periods of the day for future background traffic and geometric conditions. Through this analysis, future background traffic operational deficiencies can be identified, and potential mitigation measures recommended. B. Roadway Network According to the BMPO 2040 Long Range Transportation Plan, there are no specific projects planned before 2031 in the study area. Therefore, no changes were made to the roadway network for the future (2031) analysis. If mitigations are recommended in the analysis that align with proposed future projects in the transportation plan, they will be implemented at that time. Signal timing adjustments were assumed to maintain proper operational efficiency. C. Traffic Volumes Hales Engineering obtained future (2031) forecasted volumes from historical traffic volume trends at ATR #231 on Sunnyside Road, west of the project. Ten-year historical data (2010-2019) for the annual average daily traffic (AADT) gave a yearly growth rate of approximately 4.5%. A conservative growth rate of 5% was applied to existing traffic counts at all intersections, except those along Sunnyside Road. BMPO projected 2040 traffic volumes were utilized for individual approaches along Sunnyside Road. Future (2031) background peak hour turning movement volumes are shown in Figure 11. D. Level of Service Analysis Hales Engineering determined that all study intersections are anticipated to operate at acceptable levels of service in future (2031) background conditions, except for the 49th South / 15th East intersection during both peak hours and the 49th South / 25th East intersection during the evening peak hour, as shown in Table 12. E. Queuing Analysis Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections. Significant 95th percentile queue lengths are summarized as follows: · 49th South / 15th East: o Eastbound: 450 feet (AM) o Westbound: 800 feet (PM) · 49th South / Ammon Road: o Westbound: 525 feet (AM) · 45th East / Sunnyside Road o Eastbound: 475 feet (PM) Left-turns o Northbound: 450 feet (AM) Left-turns Ammon 240 TIS Morning Peak Hour Future (2031) Background Figure 11A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022395319118225474 280 168 947 2761 32260235203755145150 15 35 23514015th East601305020325451202535 4585 215 601255549th South 100220Y o rk R o a d (65 th )14 58065120135151018510045 65th South Sunnyside Rd Hitt Rd+172-339 +250 +25-35 +20-468+5 0-20-200 -5 Ammon 240 TIS Morning Peak Hour Future (2031) Background Figure 11A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20223302601214535695 36 910 80 1252264901453112524290 40 30170 50 251836195852549th South 4585 5 30255 390 145806545200512020 20 565160558585 535565th South 20 855 5 16555402545Sunnyside Rd Ammon Rd Crowley Rd+82-128 +92 +1-121 +20 +5+5 +480-67-95 -28-20 -5 -5 Ammon 240 TIS Evening Peak Hour Future (2031) Background Figure 11B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022400591178490 1131535 138659 252 377480315202202050 14010 30 2209515th East10537518020280110100 4545 40 5014021 540512549th South 75135Y o rk R oa d (6 5 th )16516 0285215801510130255190 65th South Sunnyside Rd Hitt Rd Ammon 240 TIS Evening Peak Hour Future (2031) Background Figure 11B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202211520635500921205 26 516 105 1152763405522940755190 70 30120 40 351573985901549th South 60235 10 5145 175 3201253510130106580 35 545 65 1051109010251065th South 55 20010 513030653520Sunnyside Rd Ammon Rd Crowley Rd Ammon - 240 Acre Residential Traffic Impact Study 57 Table 12: Future (2031) Background Peak Hour LOS Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal C (30.5) D (42.5) Ammon Road / Sunnyside Road Signal C (31.2) C (25.0) 45th East (Crowley Road) / Sunnyside Road Signal C (27.2) C (24.7) 49th South / 15th East EB/WB Stop f (>50) / EBL f (>50) / WBL 49th South / 25th East (Hitt Road) EB/WB Stop d (31.0) / WBT e (45.8) / EBL 49th South / Ammon Road AWSC C (23.4) B (14.9) 49th South / 45th East (Crowley Road) EB/WB Stop b (13.7) / EBL b (12.9) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (9.1) / EBL c (17.0) / EBL 65th South / 25th East (Crowley Road) WB Stop b (12.9) / WBL b (14.1) / WBL 65th South / Ammon Road EB/WB Stop a (9.8) / WBT b (12.3) / EBT 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 F. Mitigation Measures To mitigate poor LOS and significant queuing anticipated during the future (2031) background conditions, the following mitigation measures are recommended: · 45th East (Crowley Road) / Sunnyside Road o Implement northbound left-turn protective/permissive phasing o Implement southbound right-turn channelization o Install eastbound dual left-turn lanes with protective phasing · 49th South / 15th East o Install single-lane roundabout · 49th South / 25th East (Hitt Road) o Install single-lane roundabout. · 49th South / Ammon Road o Install westbound right-turn lane The intersections of 49th South / 15th East and 49th South / 25th East (Hitt Road) are anticipated to continue operating at poor levels of service even with full buildout on all approaches. A number of traffic-control mitigations were considered at these intersections. The 49th South / 15th East intersection is not anticipated to meet peak hour signal warrants in 2031 conditions. Both an all- Ammon - 240 Acre Residential Traffic Impact Study 58 way stop-control and a roundabout were considered at this location. Due to the approximately equal traffic volumes on all approaches and high number of left-turn movements on some approaches, a roundabout was recommended for this intersection. The 49th South / 25th East (Hitt Road) intersection was anticipated to barely meet peak hour signal warrants in 2031 conditions. Along with a signal, all-way stop-control and a roundabout were considered at this location. Due to the higher expected volumes on the north- and southbound approaches as well as the higher number of left-turn movements, a roundabout was recommended at this location. Other traffic control options are anticipated to work at an acceptable level of service as well if roundabouts are undesirable in the area. Based on expected traffic volumes, 15th East was widened to three lanes north of 49th South in accordance with the BMPO 2040 Long Range Transportation Plan. With expected traffic volumes from the BCP development to the east, Sunnyside Road and Crowley Road are anticipated to meet guidelines for a five-lane cross section. These mitigation measures were analyzed and the roadway network is shown in Figure 12 with LOS results in Table 13. These results serve as a baseline condition for the impact analysis of the proposed development for future (2031) conditions. Table 13: Future (2031) Background Peak Hour LOS (Mitigated) Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal C (30.8) D (42.2) Ammon Road / Sunnyside Road Signal C (33.0) C (25.8) 45th East (Crowley Road) / Sunnyside Road Signal B (13.1) B (17.4) 49th South / 15th East Roundabout A (8.0) B (11.0) 49th South / 25th East (Hitt Road) Roundabout A (7.1) A (10.0) 49th South / Ammon Road AWSC B (11.2) C (16.0) 49th South / 45th East (Crowley Road) EB/WB Stop b (13.3) / EBL b (12.9) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (9.1) / EBL c (16.6) / EBL 65th South / 25th East (Crowley Road) WB Stop b (11.7) / WBL c (15.3) / WBL 65th South / Ammon Road EB/WB Stop a (9.9) / WBT b (12.5) / EBT 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 Ammon 240 TIS Morning Peak Hour Future (2031) Background (Mitigated)Figure 12A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022395319118225474 280 168 947 2761 32260235203755145150 15 3523514015th East60130502032545120 2535 4585 215 601255549th South 100220Y o rk R o a d (6 5 th )1 45 8065120135151018510045 65th South Sunnyside Rd Hitt Rd Ammon 240 TIS Morning Peak Hour Future (2031) Background (Mitigated)Figure 12A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202233026012145 35695 36 91080125226490 145311252429040 30170 50 251836195852549th South 4585 5 30 25539014 5806545200512020 20 565 160 558585535565th South 20 855 5165 55 402545Sunnyside Rd Ammon Rd Sunnyside Rd Crowley Rd Ammon 240 TIS Evening Peak Hour Future (2031) Background (Mitigated)Figure 12B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20224005911784901131 535 138 65925237 7480315202202050140 10 30 2209515th East10537518020280110100 4545 4050140215405125 49th South 75135Y o rk R o ad (6 5 th )165 160285215801510130255190 65th South Sunnyside Rd Hitt Rd Ammon 240 TIS Evening Peak Hour Future (2031) Background (Mitigated)Figure 12B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202211520635500 921205 26 516105115276340 552294075519070 30120 40 351573985901549th South 6023510 5145 175 320125351013010658035 545 65 1051109010251065th South 5520010 5130 30 653520Sunnyside Rd Ammon Rd Sunnyside Rd Crowley Rd Ammon - 240 Acre Residential Traffic Impact Study 63 VIII. FUTURE (2031) PLUS PROJECT CONDITIONS A. Purpose The purpose of the future (2031) plus project analysis is to study the intersections and roadways during the peak travel periods of the day for future background traffic and geometric conditions plus the net trips generated by the proposed development. This scenario provides valuable insight into the potential impacts of the proposed project on future background traffic conditions. B. Traffic Volumes Hales Engineering added the project trips discussed in Chapter III to the future (2031) background traffic volumes to predict turning movement volumes for future (2031) plus project conditions. Future (2031) plus project peak hour turning movement volumes are shown in Figure 13. C. Level of Service Analysis Hales Engineering determined that all intersections are anticipated to operate at acceptable levels of service in future (2031) plus project conditions, as shown in Table 14. D. Queuing Analysis Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections. Significant queueing is summarized as follows: · 49th South / 15th East: o Southbound: 375 feet (PM) · 49th South / 25th East (Hitt Road): o Westbound: 225 feet (AM) · 25th East (Hitt Road) / Sunnyside Road: o Eastbound: 675 feet (PM) · 49th South / Ammon Road o Westbound: 275 feet (AM) Ammon 240 TIS Morning Peak Hour Future (2031) Plus Project Figure 13A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022452388118225481 302 168 966 2991 40287235203755145158 15 35 25615015th East6413050203255212037 35 61 11634110 912555104222Y o rk R oa d (6 5 th )1508 170131137171418910150 65th South 4101049th South 14 17514 242038037 Nor t h Access14 16514 15037Hitt RdNo rt h we st Ac c es s Sunnyside Rd Ammon 240 TIS Morning Peak Hour Future (2031) Plus Project Figure 13A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202237230634145 356110 45 910 80 12524449014531327259 9540 31172 50 2518362617140271008913 31 25639014 51018645200549th South 1242220 566 160 558586537565th South 23 855 5165 56 4331534101049th South 14175 14 2 4203 8037Nor t h Access3001314165 14 5 358615037 NE Access17171858 7 352 2146E a s t N o rth A c c e s s 38613114 3118E a s t S o u th A c c e s s 30 712512 Ammon Rd Ammon Rd Sunnyside Rd No rt h we s t Ac c e s s Crowley RdSunnyside Rd Ammon 240 TIS Evening Peak Hour Future (2031) Plus Project Figure 13B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20224416401784901152 599 138 672 2684 02557315202202050163 10 30 23510215th East1163751802028012910079 45 53 7223035640 512578142Y o rk R o a d (6 5 th )1771 65 290223871812133260195 65th South 300549th South 39 42139 5255116025 Nor t h Access39 35439 13025Hitt RdNo rt h we st Ac c es s Sunnyside Rd Ammon 240 TIS Evening Peak Hour Future (2031) Plus Project Figure 13B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202214423950500921 251 50516 105 1153273405523141766194 70 31 1264035161416 141291798 23728 9 14817532 018695101301049th South 68 8135 5 476510511095 10321065th South 63200 10 5130 33 673925300549th South 39 42139 5255116025 Nor t h Access200739 35439 11226 21 13025NE Access169354 20 15242 8133E a s t N o rth A c c e s s 27 518043 10118E a s t S o u th A c c e s s 23614540 Ammon Rd Ammon Rd Sunnyside Rd No rt h we st Ac c es s Crowley RdSunnyside Rd Ammon - 240 Acre Residential Traffic Impact Study 68 Table 14: Future (2031) Plus Project Peak Hour LOS Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal D (36.6) D (49.6) Ammon Road / Sunnyside Road Signal C (32.3) C (28.3) 45th East (Crowley Road) / Sunnyside Road Signal B (13.8) B (17.7) 49th South / 15th East Roundabout A (9.1) B (12.3) 49th South / 25th East (Hitt Road) Roundabout A (9.0) B (10.7) 49th South / Ammon Road Roundabout B (10.5) A (9.6) 49th South / 45th East (Crowley Road) EB/WB Stop b (12.7) / EBL b (12.3) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (9.8) / EBL c (18.2) / EBL 65th South / 25th East (Crowley Road) WB Stop b (12.6) / WBL b (12.1) / WBL 65th South / Ammon Road EB/WB Stop a (9.9) / WBT b (13.4) / EBT Northwest Access / 49th South NB/SB Stop a (8.7) / SBL a (8.6) / NBL North Access / 49th South NB/SB Stop a (7.5) / NBL a (8.0) / NBL Northeast Access / 49th South NB Stop a (6.4) / NBL a (7.2) / NBL East North Access / Ammon Road EB Stop a (5.1) / EBL a (5.4) / EBL East South Access / Ammon Road EB Stop a (4.9) / EBL a (5.1) / EBL 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 E. Mitigation Measures The following minor mitigations are recommended: · Increase queue storage for eastbound right turns at the 25th East (Hitt Road) / Sunnyside Road intersection · Add in a slip lane for the southbound approach right turns at the 49th South / 15th East intersection · Add in a slip lane for the westbound approach right turns at the 49th South / 25th East (Hitt Road) intersection. · Add in a slip lane for the westbound approach right-turns at the 49th South / Ammon Road intersection. Ammon - 240 Acre Residential Traffic Impact Study 69 · 25th East will meet guidelines for a five-lane cross section north of 49th South. These mitigation measure was analyzed and the roadway network is shown in Figure 14 with LOS results in Table 15. Table 15: Future (2031) Plus Project Peak Hour LOS (Mitigated) Intersection LOS (Sec. Delay / Veh.) / Movement1 Description Control Morning Peak Evening Peak 25th East (Hitt Road) / Sunnyside Road Signal D (35.6) D (47.2) Ammon Road / Sunnyside Road Signal C (33.3) C (28.5) 45th East (Crowley Road) / Sunnyside Road Signal B (13.9) B (18.0) 49th South / 15th East Roundabout A (9.8) A (8.4) 49th South / 25th East (Hitt Road) Roundabout A (5.9) A (8.8) 49th South / Ammon Road Roundabout A (7.4) B (10.2) 49th South / 45th East (Crowley Road) EB/WB Stop b (13.2) / EBL b (12.1) / EBL 65th South (York Road) / 25th East (Crowley Road) EB Stop a (9.8) / EBL c (19.6) / EBL 65th South / 25th East (Crowley Road) WB Stop b (11.8) / WBL b (13.6) / WBL 65th South / Ammon Road EB/WB Stop b (10.1) / WBT b (13.1) / EBT Northwest Access / 49th South NB/SB Stop a (8.1) / SBL a (8.7) / SBL North Access / 49th South NB/SB Stop a (7.6) / NBL a (8.2) / SBL Northeast Access / 49th South NB Stop a (6.6) / NBL a (7.0) / NBL East North Access / Ammon Road EB Stop a (4.8) / EBL a (5.4) / EBL East South Access / Ammon Road EB Stop a (4.8) / EBL a (4.8) / EBL 1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc. 2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections. Source: Hales Engineering, January 2022 Ammon 240 TIS Morning Peak Hour Future (2031) Plus Project (Mitigated)Figure 14A - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/2022452388118225481 302 168966 299 140287235203755145158 15 35 25615015th East641305020325521203735 61116 341 10912555104222Y o rk R o a d (6 5 th )15 08170131137171418910150 65th South 4101049th South 14 17514 242038037 Nor t h Access14 16514 15037Hitt RdNort h west Ac c e s s Sunnyside Rd Ammon 240 TIS Morning Peak Hour Future (2031) Plus Project (Mitigated)Figure 14A - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202237230634145356110 45 910 80 1252444901453132725995 40 31 1725025183628 171402710089 13 31 25639014 51018645200549th South 12422 20 5 66160558586 537565th South 2385 5 5 165564331534101049th South 14 17514 2420 3 8037Nor t h Access3001314 16514 5358 6 15037NE Access17171858 7352 2146E a s t N o rth A c ce s s 38613114 3118E a s t S o u th A c c e s s 30712512 Ammon Rd Ammon Rd Sunnyside Rd No rt h we s t Ac c e s s Crowley RdSunnyside Rd Ammon 240 TIS Evening Peak Hour Future (2031) Plus Project (Mitigated)Figure 14B - West Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/20224416401784901152599 138 672 268 402557315202202050 16310 30235 10215th East11637518020280129100 7945 53 7223035 640512578142Y o rk R o a d (6 5 th )1 77 165290223871812 133260195 65th South 300549th South 39421 39 5 25511 6025Nor t h Access39354 39 13025Hitt RdNo rt h we s t Ac c e s s Sunnyside Rd Ammon 240 TIS Evening Peak Hour Future (2031) Plus Project (Mitigated)Figure 14B - East Hales Engineering 801.766.4343 1220 North 500 West Ste 202, Lehi, UT, 84043 01/25/202214423950500921 251 50 516 105 1153273405523141766194 70 31 1264035161416 141291798237 28 9148 175 32018695101301049th South 688135 5 476510511095 10321065th South 63200 10 5 13033673925300549th South 39 42139 5255116025 Nor t h Access200739 35439 11226 21 13025NE Access16935420 15242 8133E a s t N o rth A c c e s s 27 518043 10118E a s t S o u th A c c e s s 23 614540 Ammon Rd Ammon Rd Sunnyside Rd No rt h we st Ac c e s s Crowley RdSunnyside Rd Ammon - 240 Acre Residential Traffic Impact Study 74 F. Recommended Storage Lengths Hales Engineering determined recommended storage lengths based on the 95th percentile queue lengths given in the future (2031) plus project scenario. These storage lengths do not include the taper length. Recommended storage lengths for the study intersections are shown in Table 16. Intersections shown in Table 16 include new intersections and existing intersections that have recommended storage length changes. Table 16: Recommended Storage Lengths Ammon - 240 Acre Residential Traffic Impact Study APPENDIX A Turning Movement Counts File Name : 25th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 1 Study: HALE0051 Intersection: 25th East / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized Groups Printed- General Traffic 25th East From North Sunnyside Road From East 25th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 17 10 8 0 35 6 122 6 0 134 7 18 25 0 50 8 43 18 0 69 288 07:15 AM 35 14 11 0 60 14 122 10 0 146 4 25 40 0 69 21 64 19 0 104 379 07:30 AM 43 23 13 0 79 23 149 7 0 179 12 31 57 0 100 28 60 23 0 111 469 07:45 AM 56 38 17 0 111 29 233 22 0 284 17 58 76 0 151 39 90 42 0 171 717 Total 151 85 49 0 285 72 626 45 0 743 40 132 198 0 370 96 257 102 0 455 1853 08:00 AM 51 37 21 0 109 26 182 35 0 243 17 59 67 0 143 59 98 36 0 193 688 08:15 AM 35 38 16 0 89 30 176 36 0 242 32 50 63 0 145 67 93 52 0 212 688 08:30 AM 59 35 12 0 106 29 153 21 0 203 22 52 63 0 137 30 104 65 0 199 645 08:45 AM 52 43 31 0 126 22 161 17 0 200 19 38 46 0 103 37 77 58 0 172 601 Total 197 153 80 0 430 107 672 109 0 888 90 199 239 0 528 193 372 211 0 776 2622 ------ 04:00 PM 72 83 44 0 199 43 174 34 0 251 17 77 82 0 176 76 170 114 0 360 986 04:15 PM 86 74 35 0 195 40 139 29 0 208 21 98 76 0 195 65 156 83 0 304 902 04:30 PM 52 64 57 0 173 34 139 21 0 194 15 72 73 0 160 75 191 104 0 370 897 04:45 PM 54 67 44 0 165 47 121 32 0 200 23 92 83 0 198 84 198 121 0 403 966 Total 264 288 180 0 732 164 573 116 0 853 76 339 314 0 729 300 715 422 0 1437 3751 05:00 PM 83 88 57 0 228 23 127 25 0 175 28 80 62 0 170 101 207 93 0 401 974 05:15 PM 63 84 52 0 199 39 136 22 0 197 25 103 62 0 190 118 274 84 0 476 1062 05:30 PM 71 69 49 0 189 35 134 17 0 186 48 96 77 0 221 69 218 123 0 410 1006 05:45 PM 62 78 34 0 174 38 121 26 0 185 23 96 58 0 177 70 210 92 0 372 908 Total 279 319 192 0 790 135 518 90 0 743 124 375 259 0 758 358 909 392 0 1659 3950 Grand Total 891 845 501 0 2237 478 2389 360 0 3227 330 1045 1010 0 2385 947 2253 1127 0 4327 12176 Apprch %39.8 37.8 22.4 0 14.8 74 11.2 0 13.8 43.8 42.3 0 21.9 52.1 26 0 Total %7.3 6.9 4.1 0 18.4 3.9 19.6 3 0 26.5 2.7 8.6 8.3 0 19.6 7.8 18.5 9.3 0 35.5 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 2 Study: HALE0051 Intersection: 25th East / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized 25th East Sunnyside Road Sunnyside Road 25th East Right 891 Thru 845 Left 501 Peds 0 InOut Total 2650 2237 4887 Right478 Thru2389 Left360 Peds0 OutTotalIn3084 3227 6311 Left 1010 Thru 1045 Right 330 Peds 0 Out TotalIn 2152 2385 4537 Left1127 Thru2253 Right947 Peds0 TotalOutIn4290 4327 8617 11/30/2021 07:00 AM 11/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 3 Study: HALE0051 Intersection: 25th East / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized 25th East From North Sunnyside Road From East 25th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 56 38 17 0 111 29 233 22 0 284 17 58 76 0 151 39 90 42 0 171 717 08:00 AM 51 37 21 0 109 26 182 35 0 243 17 59 67 0 143 59 98 36 0 193 688 08:15 AM 35 38 16 0 89 30 176 36 0 242 32 50 63 0 145 67 93 52 0 212 688 08:30 AM 59 35 12 0 106 29 153 21 0 203 22 52 63 0 137 30 104 65 0 199 645 Total Volume 201 148 66 0 415 114 744 114 0 972 88 219 269 0 576 195 385 195 0 775 2738 % App. Total 48.4 35.7 15.9 0 11.7 76.5 11.7 0 15.3 38 46.7 0 25.2 49.7 25.2 0 PHF .852 .974 .786 .000 .935 .950 .798 .792 .000 .856 .688 .928 .885 .000 .954 .728 .925 .750 .000 .914 .955 25th East Sunnyside Road Sunnyside Road 25th East Right 201 Thru 148 Left 66 Peds 0 InOut Total 528 415 943 Right114 Thru744 Left114 Peds0 OutTotalIn539 972 1511 Left 269 Thru 219 Right 88 Peds 0 Out TotalIn 457 576 1033 Left195 Thru385 Right195 Peds0 TotalOutIn1214 775 1989 Peak Hour Begins at 07:45 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 4 Study: HALE0051 Intersection: 25th East / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized 25th East From North Sunnyside Road From East 25th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:45 AM 07:45 AM 08:00 AM +0 mins.51 37 21 0 109 29 233 22 0 284 17 58 76 0 151 59 98 36 0 193 +15 mins.35 38 16 0 89 26 182 35 0 243 17 59 67 0 143 67 93 52 0 212 +30 mins.59 35 12 0 106 30 176 36 0 242 32 50 63 0 145 30 104 65 0 199 +45 mins.52 43 31 0 126 29 153 21 0 203 22 52 63 0 137 37 77 58 0 172 Total Volume 197 153 80 0 430 114 744 114 0 972 88 219 269 0 576 193 372 211 0 776 % App. Total 45.8 35.6 18.6 0 11.7 76.5 11.7 0 15.3 38 46.7 0 24.9 47.9 27.2 0 PHF .835 .890 .645 .000 .853 .950 .798 .792 .000 .856 .688 .928 .885 .000 .954 .720 .894 .812 .000 .915 25th East Sunnyside Road Sunnyside Road 25th East Right 197 Thru 153 Left 80 Peds 0 In - Peak Hour: 08:00 AM 430 Right114 Thru744 Left114 Peds0 In - Peak Hour: 07:45 AM972 Left 269 Thru 219 Right 88 Peds 0 In - Peak Hour: 07:45 AM 576 Left211 Thru372 Right193 Peds0 In - Peak Hour: 08:00 AM776 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 5 Study: HALE0051 Intersection: 25th East / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized 25th East From North Sunnyside Road From East 25th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 54 67 44 0 165 47 121 32 0 200 23 92 83 0 198 84 198 121 0 403 966 05:00 PM 83 88 57 0 228 23 127 25 0 175 28 80 62 0 170 101 207 93 0 401 974 05:15 PM 63 84 52 0 199 39 136 22 0 197 25 103 62 0 190 118 274 84 0 476 1062 05:30 PM 71 69 49 0 189 35 134 17 0 186 48 96 77 0 221 69 218 123 0 410 1006 Total Volume 271 308 202 0 781 144 518 96 0 758 124 371 284 0 779 372 897 421 0 1690 4008 % App. Total 34.7 39.4 25.9 0 19 68.3 12.7 0 15.9 47.6 36.5 0 22 53.1 24.9 0 PHF .816 .875 .886 .000 .856 .766 .952 .750 .000 .948 .646 .900 .855 .000 .881 .788 .818 .856 .000 .888 .944 25th East Sunnyside Road Sunnyside Road 25th East Right 271 Thru 308 Left 202 Peds 0 InOut Total 936 781 1717 Right144 Thru518 Left96 Peds0 OutTotalIn1223 758 1981 Left 284 Thru 371 Right 124 Peds 0 Out TotalIn 776 779 1555 Left421 Thru897 Right372 Peds0 TotalOutIn1073 1690 2763 Peak Hour Begins at 04:45 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 6 Study: HALE0051 Intersection: 25th East / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized 25th East From North Sunnyside Road From East 25th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:45 PM 04:45 PM +0 mins.83 88 57 0 228 43 174 34 0 251 23 92 83 0 198 84 198 121 0 403 +15 mins.63 84 52 0 199 40 139 29 0 208 28 80 62 0 170 101 207 93 0 401 +30 mins.71 69 49 0 189 34 139 21 0 194 25 103 62 0 190 118 274 84 0 476 +45 mins.62 78 34 0 174 47 121 32 0 200 48 96 77 0 221 69 218 123 0 410 Total Volume 279 319 192 0 790 164 573 116 0 853 124 371 284 0 779 372 897 421 0 1690 % App. Total 35.3 40.4 24.3 0 19.2 67.2 13.6 0 15.9 47.6 36.5 0 22 53.1 24.9 0 PHF .840 .906 .842 .000 .866 .872 .823 .853 .000 .850 .646 .900 .855 .000 .881 .788 .818 .856 .000 .888 25th East Sunnyside Road Sunnyside Road 25th East Right 279 Thru 319 Left 192 Peds 0 In - Peak Hour: 05:00 PM 790 Right164 Thru573 Left116 Peds0 In - Peak Hour: 04:00 PM853 Left 284 Thru 371 Right 124 Peds 0 In - Peak Hour: 04:45 PM 779 Left421 Thru897 Right372 Peds0 In - Peak Hour: 04:45 PM1690 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 7 Study: HALE0051 Intersection: 25th East / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 1 Study: HALE0051 Intersection: Ammon Rd / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized Groups Printed- General Traffic Ammon Road From North Sunnyside Road From East Ammon Road From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 50 12 13 0 75 7 54 2 0 63 1 10 13 0 24 7 32 22 0 61 223 07:15 AM 71 23 16 0 110 10 54 2 0 66 1 16 19 0 36 9 40 17 0 66 278 07:30 AM 76 23 23 0 122 13 105 6 0 124 6 31 27 0 64 11 36 33 0 80 390 07:45 AM 102 25 33 0 160 15 147 8 0 170 3 42 46 0 91 17 42 22 0 81 502 Total 299 83 85 0 467 45 360 18 0 423 11 99 105 0 215 44 150 94 0 288 1393 08:00 AM 88 39 16 0 143 9 89 3 0 101 0 50 48 0 98 20 55 28 0 103 445 08:15 AM 98 28 15 0 141 17 140 5 0 162 3 43 63 0 109 11 42 30 0 83 495 08:30 AM 95 34 18 0 147 12 104 2 0 118 1 28 60 0 89 13 53 27 0 93 447 08:45 AM 68 29 15 0 112 15 74 4 0 93 4 15 24 0 43 7 43 30 0 80 328 Total 349 130 64 0 543 53 407 14 0 474 8 136 195 0 339 51 193 115 0 359 1715 ------ 04:00 PM 69 48 17 0 134 10 60 4 0 74 2 16 17 0 35 62 103 92 0 257 500 04:15 PM 76 40 23 0 139 10 79 4 0 93 7 38 25 0 70 35 89 67 0 191 493 04:30 PM 75 31 25 0 131 12 77 8 0 97 5 32 20 0 57 28 108 86 0 222 507 04:45 PM 77 43 13 0 133 11 72 4 0 87 4 29 15 0 48 29 109 85 0 223 491 Total 297 162 78 0 537 43 288 20 0 351 18 115 77 0 210 154 409 330 0 893 1991 05:00 PM 58 45 25 0 128 18 63 3 0 84 2 32 17 0 51 29 125 97 0 251 514 05:15 PM 67 38 21 0 126 22 66 3 0 91 7 32 29 0 68 44 125 112 0 281 566 05:30 PM 67 44 17 0 128 19 64 3 0 86 3 28 14 0 45 33 132 101 0 266 525 05:45 PM 65 47 22 0 134 7 59 5 0 71 2 42 34 0 78 37 66 56 0 159 442 Total 257 174 85 0 516 66 252 14 0 332 14 134 94 0 242 143 448 366 0 957 2047 Grand Total 1202 549 312 0 2063 207 1307 66 0 1580 51 484 471 0 1006 392 1200 905 0 2497 7146 Apprch %58.3 26.6 15.1 0 13.1 82.7 4.2 0 5.1 48.1 46.8 0 15.7 48.1 36.2 0 Total %16.8 7.7 4.4 0 28.9 2.9 18.3 0.9 0 22.1 0.7 6.8 6.6 0 14.1 5.5 16.8 12.7 0 34.9 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 2 Study: HALE0051 Intersection: Ammon Rd / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized Ammon Road Sunnyside Road Sunnyside Road Ammon Road Right 1202 Thru 549 Left 312 Peds 0 InOut Total 1596 2063 3659 Right207 Thru1307 Left66 Peds0 OutTotalIn1563 1580 3143 Left 471 Thru 484 Right 51 Peds 0 Out TotalIn 1007 1006 2013 Left905 Thru1200 Right392 Peds0 TotalOutIn2980 2497 5477 11/30/2021 07:00 AM 11/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 3 Study: HALE0051 Intersection: Ammon Rd / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized Ammon Road From North Sunnyside Road From East Ammon Road From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 102 25 33 0 160 15 147 8 0 170 3 42 46 0 91 17 42 22 0 81 502 08:00 AM 88 39 16 0 143 9 89 3 0 101 0 50 48 0 98 20 55 28 0 103 445 08:15 AM 98 28 15 0 141 17 140 5 0 162 3 43 63 0 109 11 42 30 0 83 495 08:30 AM 95 34 18 0 147 12 104 2 0 118 1 28 60 0 89 13 53 27 0 93 447 Total Volume 383 126 82 0 591 53 480 18 0 551 7 163 217 0 387 61 192 107 0 360 1889 % App. Total 64.8 21.3 13.9 0 9.6 87.1 3.3 0 1.8 42.1 56.1 0 16.9 53.3 29.7 0 PHF .939 .808 .621 .000 .923 .779 .816 .563 .000 .810 .583 .815 .861 .000 .888 .763 .873 .892 .000 .874 .941 Ammon Road Sunnyside Road Sunnyside Road Ammon Road Right 383 Thru 126 Left 82 Peds 0 InOut Total 323 591 914 Right53 Thru480 Left18 Peds0 OutTotalIn281 551 832 Left 217 Thru 163 Right 7 Peds 0 Out TotalIn 205 387 592 Left107 Thru192 Right61 Peds0 TotalOutIn1080 360 1440 Peak Hour Begins at 07:45 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 4 Study: HALE0051 Intersection: Ammon Rd / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized Ammon Road From North Sunnyside Road From East Ammon Road From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:30 AM 07:45 AM 07:45 AM +0 mins.102 25 33 0 160 13 105 6 0 124 3 42 46 0 91 17 42 22 0 81 +15 mins.88 39 16 0 143 15 147 8 0 170 0 50 48 0 98 20 55 28 0 103 +30 mins.98 28 15 0 141 9 89 3 0 101 3 43 63 0 109 11 42 30 0 83 +45 mins.95 34 18 0 147 17 140 5 0 162 1 28 60 0 89 13 53 27 0 93 Total Volume 383 126 82 0 591 54 481 22 0 557 7 163 217 0 387 61 192 107 0 360 % App. Total 64.8 21.3 13.9 0 9.7 86.4 3.9 0 1.8 42.1 56.1 0 16.9 53.3 29.7 0 PHF .939 .808 .621 .000 .923 .794 .818 .688 .000 .819 .583 .815 .861 .000 .888 .763 .873 .892 .000 .874 Ammon Road Sunnyside Road Sunnyside Road Ammon Road Right 383 Thru 126 Left 82 Peds 0 In - Peak Hour: 07:45 AM 591 Right54 Thru481 Left22 Peds0 In - Peak Hour: 07:30 AM557 Left 217 Thru 163 Right 7 Peds 0 In - Peak Hour: 07:45 AM 387 Left107 Thru192 Right61 Peds0 In - Peak Hour: 07:45 AM360 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 5 Study: HALE0051 Intersection: Ammon Rd / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized Ammon Road From North Sunnyside Road From East Ammon Road From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 77 43 13 0 133 11 72 4 0 87 4 29 15 0 48 29 109 85 0 223 491 05:00 PM 58 45 25 0 128 18 63 3 0 84 2 32 17 0 51 29 125 97 0 251 514 05:15 PM 67 38 21 0 126 22 66 3 0 91 7 32 29 0 68 44 125 112 0 281 566 05:30 PM 67 44 17 0 128 19 64 3 0 86 3 28 14 0 45 33 132 101 0 266 525 Total Volume 269 170 76 0 515 70 265 13 0 348 16 121 75 0 212 135 491 395 0 1021 2096 % App. Total 52.2 33 14.8 0 20.1 76.1 3.7 0 7.5 57.1 35.4 0 13.2 48.1 38.7 0 PHF .873 .944 .760 .000 .968 .795 .920 .813 .000 .956 .571 .945 .647 .000 .779 .767 .930 .882 .000 .908 .926 Ammon Road Sunnyside Road Sunnyside Road Ammon Road Right 269 Thru 170 Left 76 Peds 0 InOut Total 586 515 1101 Right70 Thru265 Left13 Peds0 OutTotalIn583 348 931 Left 75 Thru 121 Right 16 Peds 0 Out TotalIn 318 212 530 Left395 Thru491 Right135 Peds0 TotalOutIn609 1021 1630 Peak Hour Begins at 04:45 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 6 Study: HALE0051 Intersection: Ammon Rd / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized Ammon Road From North Sunnyside Road From East Ammon Road From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:15 PM 05:00 PM 04:45 PM +0 mins.69 48 17 0 134 10 79 4 0 93 2 32 17 0 51 29 109 85 0 223 +15 mins.76 40 23 0 139 12 77 8 0 97 7 32 29 0 68 29 125 97 0 251 +30 mins.75 31 25 0 131 11 72 4 0 87 3 28 14 0 45 44 125 112 0 281 +45 mins.77 43 13 0 133 18 63 3 0 84 2 42 34 0 78 33 132 101 0 266 Total Volume 297 162 78 0 537 51 291 19 0 361 14 134 94 0 242 135 491 395 0 1021 % App. Total 55.3 30.2 14.5 0 14.1 80.6 5.3 0 5.8 55.4 38.8 0 13.2 48.1 38.7 0 PHF .964 .844 .780 .000 .966 .708 .921 .594 .000 .930 .500 .798 .691 .000 .776 .767 .930 .882 .000 .908 Ammon Road Sunnyside Road Sunnyside Road Ammon Road Right 297 Thru 162 Left 78 Peds 0 In - Peak Hour: 04:00 PM 537 Right51 Thru291 Left19 Peds0 In - Peak Hour: 04:15 PM361 Left 94 Thru 134 Right 14 Peds 0 In - Peak Hour: 05:00 PM 242 Left395 Thru491 Right135 Peds0 In - Peak Hour: 04:45 PM1021 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 7 Study: HALE0051 Intersection: Ammon Rd / Sunnyside Rd City, State: Ammon, Idaho Control: Signalized Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 1 Study: HALE0051 Intersection: 45th East / Sunnyside Rd City, State: Ammon, Idaho Control: Stop Sign Groups Printed- General Traffic 45th East From North Sunnyside Road From East 45th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 38 9 1 0 48 3 9 0 0 12 1 14 5 0 20 4 8 13 0 25 105 07:15 AM 38 9 0 0 47 3 14 2 0 19 2 21 7 0 30 8 7 29 0 44 140 07:30 AM 52 27 2 0 81 6 24 0 0 30 1 52 21 0 74 6 9 16 0 31 216 07:45 AM 76 36 4 0 116 5 16 2 0 23 1 64 19 0 84 4 6 21 0 31 254 Total 204 81 7 0 292 17 63 4 0 84 5 151 52 0 208 22 30 79 0 131 715 08:00 AM 47 32 2 0 81 9 14 2 0 25 5 45 21 0 71 7 10 27 0 44 221 08:15 AM 60 18 2 0 80 6 23 6 0 35 2 54 45 0 101 12 13 31 0 56 272 08:30 AM 42 20 6 0 68 2 16 0 0 18 3 20 26 0 49 11 18 16 0 45 180 08:45 AM 43 24 3 0 70 6 23 3 0 32 3 19 12 0 34 14 12 20 0 46 182 Total 192 94 13 0 299 23 76 11 0 110 13 138 104 0 255 44 53 94 0 191 855 ------ 04:00 PM 35 33 6 0 74 8 13 3 0 24 3 26 12 0 41 21 22 41 0 84 223 04:15 PM 44 34 3 0 81 2 18 5 0 25 2 29 11 0 42 14 14 57 0 85 233 04:30 PM 39 29 5 0 73 5 11 4 0 20 2 25 11 0 38 18 24 65 0 107 238 04:45 PM 36 26 3 0 65 2 11 1 1 15 5 36 11 0 52 17 20 60 0 97 229 Total 154 122 17 0 293 17 53 13 1 84 12 116 45 0 173 70 80 223 0 373 923 05:00 PM 37 24 4 0 65 5 15 1 0 21 4 31 8 0 43 15 26 64 0 105 234 05:15 PM 30 29 4 0 63 7 11 4 0 22 4 38 13 0 55 12 21 96 0 129 269 05:30 PM 28 19 5 0 52 4 16 4 0 24 2 39 12 0 53 11 19 101 0 131 260 05:45 PM 30 34 3 0 67 2 14 3 0 19 3 17 13 0 33 12 17 46 0 75 194 Total 125 106 16 0 247 18 56 12 0 86 13 125 46 0 184 50 83 307 0 440 957 Grand Total 675 403 53 0 1131 75 248 40 1 364 43 530 247 0 820 186 246 703 0 1135 3450 Apprch %59.7 35.6 4.7 0 20.6 68.1 11 0.3 5.2 64.6 30.1 0 16.4 21.7 61.9 0 Total %19.6 11.7 1.5 0 32.8 2.2 7.2 1.2 0 10.6 1.2 15.4 7.2 0 23.8 5.4 7.1 20.4 0 32.9 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 2 Study: HALE0051 Intersection: 45th East / Sunnyside Rd City, State: Ammon, Idaho Control: Stop Sign 45th East Sunnyside Road Sunnyside Road 45th East Right 675 Thru 403 Left 53 Peds 0 InOut Total 1308 1131 2439 Right75 Thru248 Left40 Peds1 OutTotalIn342 364 706 Left 247 Thru 530 Right 43 Peds 0 Out TotalIn 629 820 1449 Left703 Thru246 Right186 Peds0 TotalOutIn1170 1135 2305 11/30/2021 07:00 AM 11/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 3 Study: HALE0051 Intersection: 45th East / Sunnyside Rd City, State: Ammon, Idaho Control: Stop Sign 45th East From North Sunnyside Road From East 45th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 52 27 2 0 81 6 24 0 0 30 1 52 21 0 74 6 9 16 0 31 216 07:45 AM 76 36 4 0 116 5 16 2 0 23 1 64 19 0 84 4 6 21 0 31 254 08:00 AM 47 32 2 0 81 9 14 2 0 25 5 45 21 0 71 7 10 27 0 44 221 08:15 AM 60 18 2 0 80 6 23 6 0 35 2 54 45 0 101 12 13 31 0 56 272 Total Volume 235 113 10 0 358 26 77 10 0 113 9 215 106 0 330 29 38 95 0 162 963 % App. Total 65.6 31.6 2.8 0 23 68.1 8.8 0 2.7 65.2 32.1 0 17.9 23.5 58.6 0 PHF .773 .785 .625 .000 .772 .722 .802 .417 .000 .807 .450 .840 .589 .000 .817 .604 .731 .766 .000 .723 .885 45th East Sunnyside Road Sunnyside Road 45th East Right 235 Thru 113 Left 10 Peds 0 InOut Total 336 358 694 Right26 Thru77 Left10 Peds0 OutTotalIn57 113 170 Left 106 Thru 215 Right 9 Peds 0 Out TotalIn 152 330 482 Left95 Thru38 Right29 Peds0 TotalOutIn418 162 580 Peak Hour Begins at 07:30 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 4 Study: HALE0051 Intersection: 45th East / Sunnyside Rd City, State: Ammon, Idaho Control: Stop Sign 45th East From North Sunnyside Road From East 45th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 08:00 AM +0 mins.52 27 2 0 81 6 24 0 0 30 1 52 21 0 74 7 10 27 0 44 +15 mins.76 36 4 0 116 5 16 2 0 23 1 64 19 0 84 12 13 31 0 56 +30 mins.47 32 2 0 81 9 14 2 0 25 5 45 21 0 71 11 18 16 0 45 +45 mins.60 18 2 0 80 6 23 6 0 35 2 54 45 0 101 14 12 20 0 46 Total Volume 235 113 10 0 358 26 77 10 0 113 9 215 106 0 330 44 53 94 0 191 % App. Total 65.6 31.6 2.8 0 23 68.1 8.8 0 2.7 65.2 32.1 0 23 27.7 49.2 0 PHF .773 .785 .625 .000 .772 .722 .802 .417 .000 .807 .450 .840 .589 .000 .817 .786 .736 .758 .000 .853 45th East Sunnyside Road Sunnyside Road 45th East Right 235 Thru 113 Left 10 Peds 0 In - Peak Hour: 07:30 AM 358 Right26 Thru77 Left10 Peds0 In - Peak Hour: 07:30 AM113 Left 106 Thru 215 Right 9 Peds 0 In - Peak Hour: 07:30 AM 330 Left94 Thru53 Right44 Peds0 In - Peak Hour: 08:00 AM191 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 5 Study: HALE0051 Intersection: 45th East / Sunnyside Rd City, State: Ammon, Idaho Control: Stop Sign 45th East From North Sunnyside Road From East 45th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 36 26 3 0 65 2 11 1 1 15 5 36 11 0 52 17 20 60 0 97 229 05:00 PM 37 24 4 0 65 5 15 1 0 21 4 31 8 0 43 15 26 64 0 105 234 05:15 PM 30 29 4 0 63 7 11 4 0 22 4 38 13 0 55 12 21 96 0 129 269 05:30 PM 28 19 5 0 52 4 16 4 0 24 2 39 12 0 53 11 19 101 0 131 260 Total Volume 131 98 16 0 245 18 53 10 1 82 15 144 44 0 203 55 86 321 0 462 992 % App. Total 53.5 40 6.5 0 22 64.6 12.2 1.2 7.4 70.9 21.7 0 11.9 18.6 69.5 0 PHF .885 .845 .800 .000 .942 .643 .828 .625 .250 .854 .750 .923 .846 .000 .923 .809 .827 .795 .000 .882 .922 45th East Sunnyside Road Sunnyside Road 45th East Right 131 Thru 98 Left 16 Peds 0 InOut Total 483 245 728 Right18 Thru53 Left10 Peds1 OutTotalIn117 82 199 Left 44 Thru 144 Right 15 Peds 0 Out TotalIn 163 203 366 Left321 Thru86 Right55 Peds0 TotalOutIn228 462 690 Peak Hour Begins at 04:45 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 6 Study: HALE0051 Intersection: 45th East / Sunnyside Rd City, State: Ammon, Idaho Control: Stop Sign 45th East From North Sunnyside Road From East 45th East From South Sunnyside Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:45 PM 04:45 PM +0 mins.35 33 6 0 74 5 15 1 0 21 5 36 11 0 52 17 20 60 0 97 +15 mins.44 34 3 0 81 7 11 4 0 22 4 31 8 0 43 15 26 64 0 105 +30 mins.39 29 5 0 73 4 16 4 0 24 4 38 13 0 55 12 21 96 0 129 +45 mins.36 26 3 0 65 2 14 3 0 19 2 39 12 0 53 11 19 101 0 131 Total Volume 154 122 17 0 293 18 56 12 0 86 15 144 44 0 203 55 86 321 0 462 % App. Total 52.6 41.6 5.8 0 20.9 65.1 14 0 7.4 70.9 21.7 0 11.9 18.6 69.5 0 PHF .875 .897 .708 .000 .904 .643 .875 .750 .000 .896 .750 .923 .846 .000 .923 .809 .827 .795 .000 .882 45th East Sunnyside Road Sunnyside Road 45th East Right 154 Thru 122 Left 17 Peds 0 In - Peak Hour: 04:00 PM 293 Right18 Thru56 Left12 Peds0 In - Peak Hour: 05:00 PM86 Left 44 Thru 144 Right 15 Peds 0 In - Peak Hour: 04:45 PM 203 Left321 Thru86 Right55 Peds0 In - Peak Hour: 04:45 PM462 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & Sunnyside Rd Site Code : 00000000 Start Date : 11/30/2021 Page No : 7 Study: HALE0051 Intersection: 45th East / Sunnyside Rd City, State: Ammon, Idaho Control: Stop Sign Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 15th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 1 Study: HALE0051 Intersection: 15th East / 49th South City, State: Ammon, Idaho Control: Stop Sign Groups Printed- General Traffic 15th East From North 49th South From East 15th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 4 20 8 0 32 9 18 3 1 31 2 15 2 0 19 0 5 5 0 10 92 07:15 AM 4 14 5 0 23 9 10 3 0 22 1 27 0 0 28 1 14 10 0 25 98 07:30 AM 6 26 14 0 46 20 42 12 0 74 0 72 0 0 72 0 23 32 0 55 247 07:45 AM 3 18 7 0 28 21 37 3 0 61 0 77 0 0 77 1 17 35 0 53 219 Total 17 78 34 0 129 59 107 21 1 188 3 191 2 0 196 2 59 82 0 143 656 08:00 AM 16 19 10 0 45 23 43 3 0 69 2 47 11 0 60 3 27 16 0 46 220 08:15 AM 6 23 8 0 37 26 31 4 0 61 2 48 2 0 52 5 31 13 0 49 199 08:30 AM 7 17 6 0 30 22 21 5 0 48 2 50 1 0 53 4 12 11 0 27 158 08:45 AM 2 22 8 0 32 18 32 3 0 53 2 44 0 0 46 2 23 21 0 46 177 Total 31 81 32 0 144 89 127 15 0 231 8 189 14 0 211 14 93 61 0 168 754 ------ 04:00 PM 19 34 16 0 69 14 29 2 0 45 6 38 3 0 47 1 30 5 0 36 197 04:15 PM 13 46 12 0 71 21 32 1 0 54 3 42 1 0 46 3 25 15 0 43 214 04:30 PM 23 48 11 0 82 10 23 1 0 34 1 24 0 0 25 0 23 9 0 32 173 04:45 PM 19 41 14 0 74 20 25 2 1 48 3 33 5 0 41 3 23 12 0 38 201 Total 74 169 53 0 296 65 109 6 1 181 13 137 9 0 159 7 101 41 0 149 785 05:00 PM 29 83 23 0 135 11 34 7 0 52 7 47 5 0 59 2 18 4 1 25 271 05:15 PM 44 64 25 0 133 12 42 7 0 61 2 38 0 0 40 1 28 7 0 36 270 05:30 PM 26 57 6 0 89 18 44 4 0 66 3 25 3 0 31 1 21 11 0 33 219 05:45 PM 15 49 14 0 78 12 23 4 0 39 3 38 6 0 47 2 22 7 0 31 195 Total 114 253 68 0 435 53 143 22 0 218 15 148 14 0 177 6 89 29 1 125 955 Grand Total 236 581 187 0 1004 266 486 64 2 818 39 665 39 0 743 29 342 213 1 585 3150 Apprch %23.5 57.9 18.6 0 32.5 59.4 7.8 0.2 5.2 89.5 5.2 0 5 58.5 36.4 0.2 Total %7.5 18.4 5.9 0 31.9 8.4 15.4 2 0.1 26 1.2 21.1 1.2 0 23.6 0.9 10.9 6.8 0 18.6 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 15th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 2 Study: HALE0051 Intersection: 15th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 15th East 49th South 49th South 15th East Right 236 Thru 581 Left 187 Peds 0 InOut Total 1144 1004 2148 Right266 Thru486 Left64 Peds2 OutTotalIn568 818 1386 Left 39 Thru 665 Right 39 Peds 0 Out TotalIn 674 743 1417 Left213 Thru342 Right29 Peds1 TotalOutIn761 585 1346 11/30/2021 07:00 AM 11/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 15th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 3 Study: HALE0051 Intersection: 15th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 15th East From North 49th South From East 15th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 6 26 14 0 46 20 42 12 0 74 0 72 0 0 72 0 23 32 0 55 247 07:45 AM 3 18 7 0 28 21 37 3 0 61 0 77 0 0 77 1 17 35 0 53 219 08:00 AM 16 19 10 0 45 23 43 3 0 69 2 47 11 0 60 3 27 16 0 46 220 08:15 AM 6 23 8 0 37 26 31 4 0 61 2 48 2 0 52 5 31 13 0 49 199 Total Volume 31 86 39 0 156 90 153 22 0 265 4 244 13 0 261 9 98 96 0 203 885 % App. Total 19.9 55.1 25 0 34 57.7 8.3 0 1.5 93.5 5 0 4.4 48.3 47.3 0 PHF .484 .827 .696 .000 .848 .865 .890 .458 .000 .895 .500 .792 .295 .000 .847 .450 .790 .686 .000 .923 .896 15th East 49th South 49th South 15th East Right 31 Thru 86 Left 39 Peds 0 InOut Total 430 156 586 Right90 Thru153 Left22 Peds0 OutTotalIn141 265 406 Left 13 Thru 244 Right 4 Peds 0 Out TotalIn 117 261 378 Left96 Thru98 Right9 Peds0 TotalOutIn197 203 400 Peak Hour Begins at 07:30 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 15th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 4 Study: HALE0051 Intersection: 15th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 15th East From North 49th South From East 15th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.6 26 14 0 46 20 42 12 0 74 0 72 0 0 72 0 23 32 0 55 +15 mins.3 18 7 0 28 21 37 3 0 61 0 77 0 0 77 1 17 35 0 53 +30 mins.16 19 10 0 45 23 43 3 0 69 2 47 11 0 60 3 27 16 0 46 +45 mins.6 23 8 0 37 26 31 4 0 61 2 48 2 0 52 5 31 13 0 49 Total Volume 31 86 39 0 156 90 153 22 0 265 4 244 13 0 261 9 98 96 0 203 % App. Total 19.9 55.1 25 0 34 57.7 8.3 0 1.5 93.5 5 0 4.4 48.3 47.3 0 PHF .484 .827 .696 .000 .848 .865 .890 .458 .000 .895 .500 .792 .295 .000 .847 .450 .790 .686 .000 .923 15th East 49th South 49th South 15th East Right 31 Thru 86 Left 39 Peds 0 In - Peak Hour: 07:30 AM 156 Right90 Thru153 Left22 Peds0 In - Peak Hour: 07:30 AM265 Left 13 Thru 244 Right 4 Peds 0 In - Peak Hour: 07:30 AM 261 Left96 Thru98 Right9 Peds0 In - Peak Hour: 07:30 AM203 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 15th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 5 Study: HALE0051 Intersection: 15th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 15th East From North 49th South From East 15th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 19 41 14 0 74 20 25 2 1 48 3 33 5 0 41 3 23 12 0 38 201 05:00 PM 29 83 23 0 135 11 34 7 0 52 7 47 5 0 59 2 18 4 1 25 271 05:15 PM 44 64 25 0 133 12 42 7 0 61 2 38 0 0 40 1 28 7 0 36 270 05:30 PM 26 57 6 0 89 18 44 4 0 66 3 25 3 0 31 1 21 11 0 33 219 Total Volume 118 245 68 0 431 61 145 20 1 227 15 143 13 0 171 7 90 34 1 132 961 % App. Total 27.4 56.8 15.8 0 26.9 63.9 8.8 0.4 8.8 83.6 7.6 0 5.3 68.2 25.8 0.8 PHF .670 .738 .680 .000 .798 .763 .824 .714 .250 .860 .536 .761 .650 .000 .725 .583 .804 .708 .250 .868 .887 15th East 49th South 49th South 15th East Right 118 Thru 245 Left 68 Peds 0 InOut Total 238 431 669 Right61 Thru145 Left20 Peds1 OutTotalIn173 227 400 Left 13 Thru 143 Right 15 Peds 0 Out TotalIn 272 171 443 Left34 Thru90 Right7 Peds1 TotalOutIn276 132 408 Peak Hour Begins at 04:45 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 15th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 6 Study: HALE0051 Intersection: 15th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 15th East From North 49th South From East 15th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:45 PM 05:00 PM 04:00 PM +0 mins.29 83 23 0 135 20 25 2 1 48 7 47 5 0 59 1 30 5 0 36 +15 mins.44 64 25 0 133 11 34 7 0 52 2 38 0 0 40 3 25 15 0 43 +30 mins.26 57 6 0 89 12 42 7 0 61 3 25 3 0 31 0 23 9 0 32 +45 mins.15 49 14 0 78 18 44 4 0 66 3 38 6 0 47 3 23 12 0 38 Total Volume 114 253 68 0 435 61 145 20 1 227 15 148 14 0 177 7 101 41 0 149 % App. Total 26.2 58.2 15.6 0 26.9 63.9 8.8 0.4 8.5 83.6 7.9 0 4.7 67.8 27.5 0 PHF .648 .762 .680 .000 .806 .763 .824 .714 .250 .860 .536 .787 .583 .000 .750 .583 .842 .683 .000 .866 15th East 49th South 49th South 15th East Right 114 Thru 253 Left 68 Peds 0 In - Peak Hour: 05:00 PM 435 Right61 Thru145 Left20 Peds1 In - Peak Hour: 04:45 PM227 Left 14 Thru 148 Right 15 Peds 0 In - Peak Hour: 05:00 PM 177 Left41 Thru101 Right7 Peds0 In - Peak Hour: 04:00 PM149 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 15th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 7 Study: HALE0051 Intersection: 15th East / 49th South City, State: Ammon, Idaho Control: Stop Sign Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 1 Study: HALE0051 Intersection: 25th East / 49th South City, State: Ammon, Idaho Control: Groups Printed- General Traffic 25th East From North 49th South From East 25th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 10 1 0 11 14 6 4 0 24 1 13 2 0 16 3 0 8 0 11 62 07:15 AM 3 11 6 0 20 16 5 4 0 25 2 23 0 0 25 2 1 13 0 16 86 07:30 AM 2 17 5 0 24 25 12 9 0 46 8 42 3 0 53 5 6 13 0 24 147 07:45 AM 11 9 7 0 27 40 15 8 0 63 9 62 7 0 78 6 4 20 0 30 198 Total 16 47 19 0 82 95 38 25 0 158 20 140 12 0 172 16 11 54 0 81 493 08:00 AM 7 18 7 0 32 40 16 9 0 65 8 54 5 0 67 7 4 18 0 29 193 08:15 AM 17 38 19 0 74 37 12 4 0 53 5 56 0 0 61 5 2 27 0 34 222 08:30 AM 8 24 8 0 40 22 11 11 0 44 5 33 3 0 41 6 2 13 0 21 146 08:45 AM 4 25 5 0 34 20 12 5 0 37 8 51 0 0 59 4 2 10 0 16 146 Total 36 105 39 0 180 119 51 29 0 199 26 194 8 0 228 22 10 68 0 100 707 ------ 04:00 PM 18 60 34 0 112 24 8 5 0 37 19 32 2 0 53 9 5 13 0 27 229 04:15 PM 12 53 27 0 92 17 5 9 0 31 12 48 2 0 62 4 3 20 0 27 212 04:30 PM 19 47 21 0 87 20 8 3 0 31 5 32 2 0 39 5 0 10 0 15 172 04:45 PM 18 51 23 0 92 28 7 12 0 47 17 45 4 0 66 7 2 21 0 30 235 Total 67 211 105 0 383 89 28 29 0 146 53 157 10 0 220 25 10 64 0 99 848 05:00 PM 17 87 36 0 140 28 12 3 0 43 19 46 3 0 68 7 5 9 0 21 272 05:15 PM 25 69 45 0 139 21 7 7 0 35 22 44 3 0 69 13 4 27 0 44 287 05:30 PM 23 59 36 0 118 15 7 5 0 27 15 48 3 0 66 3 17 10 0 30 241 05:45 PM 20 50 24 0 94 15 4 8 0 27 4 24 0 0 28 1 11 12 0 24 173 Total 85 265 141 0 491 79 30 23 0 132 60 162 9 0 231 24 37 58 0 119 973 Grand Total 204 628 304 0 1136 382 147 106 0 635 159 653 39 0 851 87 68 244 0 399 3021 Apprch %18 55.3 26.8 0 60.2 23.1 16.7 0 18.7 76.7 4.6 0 21.8 17 61.2 0 Total %6.8 20.8 10.1 0 37.6 12.6 4.9 3.5 0 21 5.3 21.6 1.3 0 28.2 2.9 2.3 8.1 0 13.2 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 2 Study: HALE0051 Intersection: 25th East / 49th South City, State: Ammon, Idaho Control: 25th East 49th South 49th South 25th East Right 204 Thru 628 Left 304 Peds 0 InOut Total 1279 1136 2415 Right382 Thru147 Left106 Peds0 OutTotalIn531 635 1166 Left 39 Thru 653 Right 159 Peds 0 Out TotalIn 821 851 1672 Left244 Thru68 Right87 Peds0 TotalOutIn390 399 789 11/30/2021 07:00 AM 11/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 3 Study: HALE0051 Intersection: 25th East / 49th South City, State: Ammon, Idaho Control: 25th East From North 49th South From East 25th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 2 17 5 0 24 25 12 9 0 46 8 42 3 0 53 5 6 13 0 24 147 07:45 AM 11 9 7 0 27 40 15 8 0 63 9 62 7 0 78 6 4 20 0 30 198 08:00 AM 7 18 7 0 32 40 16 9 0 65 8 54 5 0 67 7 4 18 0 29 193 08:15 AM 17 38 19 0 74 37 12 4 0 53 5 56 0 0 61 5 2 27 0 34 222 Total Volume 37 82 38 0 157 142 55 30 0 227 30 214 15 0 259 23 16 78 0 117 760 % App. Total 23.6 52.2 24.2 0 62.6 24.2 13.2 0 11.6 82.6 5.8 0 19.7 13.7 66.7 0 PHF .544 .539 .500 .000 .530 .888 .859 .833 .000 .873 .833 .863 .536 .000 .830 .821 .667 .722 .000 .860 .856 25th East 49th South 49th South 25th East Right 37 Thru 82 Left 38 Peds 0 InOut Total 434 157 591 Right142 Thru55 Left30 Peds0 OutTotalIn84 227 311 Left 15 Thru 214 Right 30 Peds 0 Out TotalIn 135 259 394 Left78 Thru16 Right23 Peds0 TotalOutIn107 117 224 Peak Hour Begins at 07:30 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 4 Study: HALE0051 Intersection: 25th East / 49th South City, State: Ammon, Idaho Control: 25th East From North 49th South From East 25th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.7 18 7 0 32 25 12 9 0 46 8 42 3 0 53 5 6 13 0 24 +15 mins.17 38 19 0 74 40 15 8 0 63 9 62 7 0 78 6 4 20 0 30 +30 mins.8 24 8 0 40 40 16 9 0 65 8 54 5 0 67 7 4 18 0 29 +45 mins.4 25 5 0 34 37 12 4 0 53 5 56 0 0 61 5 2 27 0 34 Total Volume 36 105 39 0 180 142 55 30 0 227 30 214 15 0 259 23 16 78 0 117 % App. Total 20 58.3 21.7 0 62.6 24.2 13.2 0 11.6 82.6 5.8 0 19.7 13.7 66.7 0 PHF .529 .691 .513 .000 .608 .888 .859 .833 .000 .873 .833 .863 .536 .000 .830 .821 .667 .722 .000 .860 25th East 49th South 49th South 25th East Right 36 Thru 105 Left 39 Peds 0 In - Peak Hour: 08:00 AM 180 Right142 Thru55 Left30 Peds0 In - Peak Hour: 07:30 AM227 Left 15 Thru 214 Right 30 Peds 0 In - Peak Hour: 07:30 AM 259 Left78 Thru16 Right23 Peds0 In - Peak Hour: 07:30 AM117 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 5 Study: HALE0051 Intersection: 25th East / 49th South City, State: Ammon, Idaho Control: 25th East From North 49th South From East 25th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 18 51 23 0 92 28 7 12 0 47 17 45 4 0 66 7 2 21 0 30 235 05:00 PM 17 87 36 0 140 28 12 3 0 43 19 46 3 0 68 7 5 9 0 21 272 05:15 PM 25 69 45 0 139 21 7 7 0 35 22 44 3 0 69 13 4 27 0 44 287 05:30 PM 23 59 36 0 118 15 7 5 0 27 15 48 3 0 66 3 17 10 0 30 241 Total Volume 83 266 140 0 489 92 33 27 0 152 73 183 13 0 269 30 28 67 0 125 1035 % App. Total 17 54.4 28.6 0 60.5 21.7 17.8 0 27.1 68 4.8 0 24 22.4 53.6 0 PHF .830 .764 .778 .000 .873 .821 .688 .563 .000 .809 .830 .953 .813 .000 .975 .577 .412 .620 .000 .710 .902 25th East 49th South 49th South 25th East Right 83 Thru 266 Left 140 Peds 0 InOut Total 342 489 831 Right92 Thru33 Left27 Peds0 OutTotalIn241 152 393 Left 13 Thru 183 Right 73 Peds 0 Out TotalIn 323 269 592 Left67 Thru28 Right30 Peds0 TotalOutIn129 125 254 Peak Hour Begins at 04:45 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 6 Study: HALE0051 Intersection: 25th East / 49th South City, State: Ammon, Idaho Control: 25th East From North 49th South From East 25th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:30 PM 04:45 PM 04:45 PM +0 mins.17 87 36 0 140 20 8 3 0 31 17 45 4 0 66 7 2 21 0 30 +15 mins.25 69 45 0 139 28 7 12 0 47 19 46 3 0 68 7 5 9 0 21 +30 mins.23 59 36 0 118 28 12 3 0 43 22 44 3 0 69 13 4 27 0 44 +45 mins.20 50 24 0 94 21 7 7 0 35 15 48 3 0 66 3 17 10 0 30 Total Volume 85 265 141 0 491 97 34 25 0 156 73 183 13 0 269 30 28 67 0 125 % App. Total 17.3 54 28.7 0 62.2 21.8 16 0 27.1 68 4.8 0 24 22.4 53.6 0 PHF .850 .761 .783 .000 .877 .866 .708 .521 .000 .830 .830 .953 .813 .000 .975 .577 .412 .620 .000 .710 25th East 49th South 49th South 25th East Right 85 Thru 265 Left 141 Peds 0 In - Peak Hour: 05:00 PM 491 Right97 Thru34 Left25 Peds0 In - Peak Hour: 04:30 PM156 Left 13 Thru 183 Right 73 Peds 0 In - Peak Hour: 04:45 PM 269 Left67 Thru28 Right30 Peds0 In - Peak Hour: 04:45 PM125 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 7 Study: HALE0051 Intersection: 25th East / 49th South City, State: Ammon, Idaho Control: Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 1 Study: HALE0051 Intersection: Ammon Rd / 49th South City, State: Ammon, Idaho Control: Stop Sign Groups Printed- General Traffic Ammon Road From North 49th South From East Ammon Road From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 3 2 14 0 19 14 14 2 0 30 0 5 0 0 5 0 3 0 0 3 57 07:15 AM 4 6 14 1 25 20 28 0 0 48 1 10 1 0 12 0 4 3 0 7 92 07:30 AM 9 10 16 0 35 44 32 6 0 82 5 11 0 0 16 1 10 10 0 21 154 07:45 AM 12 15 21 0 48 75 46 11 0 132 7 6 1 0 14 0 15 6 0 21 215 Total 28 33 65 1 127 153 120 19 0 292 13 32 2 0 47 1 32 19 0 52 518 08:00 AM 10 11 36 0 57 55 51 1 0 107 1 11 0 0 12 0 19 8 0 27 203 08:15 AM 11 16 23 0 50 82 39 1 0 122 3 29 0 0 32 3 12 6 0 21 225 08:30 AM 14 9 19 0 42 45 23 0 0 68 1 13 2 0 16 1 14 3 0 18 144 08:45 AM 3 11 20 0 34 23 27 0 0 50 0 7 1 0 8 2 8 5 0 15 107 Total 38 47 98 0 183 205 140 2 0 347 5 60 3 0 68 6 53 22 0 81 679 ------ 04:00 PM 8 38 71 0 117 32 23 5 0 60 4 5 1 0 10 1 34 7 0 42 229 04:15 PM 9 15 59 0 83 25 23 0 0 48 1 13 0 0 14 1 26 6 0 33 178 04:30 PM 6 17 42 0 65 18 21 0 0 39 7 20 2 0 29 0 20 4 0 24 157 04:45 PM 6 15 44 0 65 25 31 0 0 56 4 10 1 0 15 2 23 9 0 34 170 Total 29 85 216 0 330 100 98 5 0 203 16 48 4 0 68 4 103 26 0 133 734 05:00 PM 8 22 55 0 85 26 27 1 0 54 2 18 1 0 21 0 37 8 0 45 205 05:15 PM 1 24 47 0 72 25 24 0 0 49 3 17 0 0 20 2 43 10 0 55 196 05:30 PM 7 20 55 0 82 28 23 2 0 53 5 15 0 0 20 2 50 11 0 63 218 05:45 PM 7 17 53 0 77 37 22 1 0 60 1 9 0 0 10 1 25 10 0 36 183 Total 23 83 210 0 316 116 96 4 0 216 11 59 1 0 71 5 155 39 0 199 802 Grand Total 118 248 589 1 956 574 454 30 0 1058 45 199 10 0 254 16 343 106 0 465 2733 Apprch %12.3 25.9 61.6 0.1 54.3 42.9 2.8 0 17.7 78.3 3.9 0 3.4 73.8 22.8 0 Total %4.3 9.1 21.6 0 35 21 16.6 1.1 0 38.7 1.6 7.3 0.4 0 9.3 0.6 12.6 3.9 0 17 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 2 Study: HALE0051 Intersection: Ammon Rd / 49th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road 49th South 49th South Ammon Road Right 118 Thru 248 Left 589 Peds 1 InOut Total 879 956 1835 Right574 Thru454 Left30 Peds0 OutTotalIn977 1058 2035 Left 10 Thru 199 Right 45 Peds 0 Out TotalIn 294 254 548 Left106 Thru343 Right16 Peds0 TotalOutIn582 465 1047 11/30/2021 07:00 AM 11/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 3 Study: HALE0051 Intersection: Ammon Rd / 49th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road From North 49th South From East Ammon Road From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 9 10 16 0 35 44 32 6 0 82 5 11 0 0 16 1 10 10 0 21 154 07:45 AM 12 15 21 0 48 75 46 11 0 132 7 6 1 0 14 0 15 6 0 21 215 08:00 AM 10 11 36 0 57 55 51 1 0 107 1 11 0 0 12 0 19 8 0 27 203 08:15 AM 11 16 23 0 50 82 39 1 0 122 3 29 0 0 32 3 12 6 0 21 225 Total Volume 42 52 96 0 190 256 168 19 0 443 16 57 1 0 74 4 56 30 0 90 797 % App. Total 22.1 27.4 50.5 0 57.8 37.9 4.3 0 21.6 77 1.4 0 4.4 62.2 33.3 0 PHF .875 .813 .667 .000 .833 .780 .824 .432 .000 .839 .571 .491 .250 .000 .578 .333 .737 .750 .000 .833 .886 Ammon Road 49th South 49th South Ammon Road Right 42 Thru 52 Left 96 Peds 0 InOut Total 343 190 533 Right256 Thru168 Left19 Peds0 OutTotalIn168 443 611 Left 1 Thru 57 Right 16 Peds 0 Out TotalIn 75 74 149 Left30 Thru56 Right4 Peds0 TotalOutIn211 90 301 Peak Hour Begins at 07:30 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 4 Study: HALE0051 Intersection: Ammon Rd / 49th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road From North 49th South From East Ammon Road From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.12 15 21 0 48 44 32 6 0 82 5 11 0 0 16 1 10 10 0 21 +15 mins.10 11 36 0 57 75 46 11 0 132 7 6 1 0 14 0 15 6 0 21 +30 mins.11 16 23 0 50 55 51 1 0 107 1 11 0 0 12 0 19 8 0 27 +45 mins.14 9 19 0 42 82 39 1 0 122 3 29 0 0 32 3 12 6 0 21 Total Volume 47 51 99 0 197 256 168 19 0 443 16 57 1 0 74 4 56 30 0 90 % App. Total 23.9 25.9 50.3 0 57.8 37.9 4.3 0 21.6 77 1.4 0 4.4 62.2 33.3 0 PHF .839 .797 .688 .000 .864 .780 .824 .432 .000 .839 .571 .491 .250 .000 .578 .333 .737 .750 .000 .833 Ammon Road 49th South 49th South Ammon Road Right 47 Thru 51 Left 99 Peds 0 In - Peak Hour: 07:45 AM 197 Right256 Thru168 Left19 Peds0 In - Peak Hour: 07:30 AM443 Left 1 Thru 57 Right 16 Peds 0 In - Peak Hour: 07:30 AM 74 Left30 Thru56 Right4 Peds0 In - Peak Hour: 07:30 AM90 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 5 Study: HALE0051 Intersection: Ammon Rd / 49th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road From North 49th South From East Ammon Road From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 8 22 55 0 85 26 27 1 0 54 2 18 1 0 21 0 37 8 0 45 205 05:15 PM 1 24 47 0 72 25 24 0 0 49 3 17 0 0 20 2 43 10 0 55 196 05:30 PM 7 20 55 0 82 28 23 2 0 53 5 15 0 0 20 2 50 11 0 63 218 05:45 PM 7 17 53 0 77 37 22 1 0 60 1 9 0 0 10 1 25 10 0 36 183 Total Volume 23 83 210 0 316 116 96 4 0 216 11 59 1 0 71 5 155 39 0 199 802 % App. Total 7.3 26.3 66.5 0 53.7 44.4 1.9 0 15.5 83.1 1.4 0 2.5 77.9 19.6 0 PHF .719 .865 .955 .000 .929 .784 .889 .500 .000 .900 .550 .819 .250 .000 .845 .625 .775 .886 .000 .790 .920 Ammon Road 49th South 49th South Ammon Road Right 23 Thru 83 Left 210 Peds 0 InOut Total 214 316 530 Right116 Thru96 Left4 Peds0 OutTotalIn376 216 592 Left 1 Thru 59 Right 11 Peds 0 Out TotalIn 92 71 163 Left39 Thru155 Right5 Peds0 TotalOutIn120 199 319 Peak Hour Begins at 05:00 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 6 Study: HALE0051 Intersection: Ammon Rd / 49th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road From North 49th South From East Ammon Road From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:30 PM 05:00 PM +0 mins.8 38 71 0 117 26 27 1 0 54 7 20 2 0 29 0 37 8 0 45 +15 mins.9 15 59 0 83 25 24 0 0 49 4 10 1 0 15 2 43 10 0 55 +30 mins.6 17 42 0 65 28 23 2 0 53 2 18 1 0 21 2 50 11 0 63 +45 mins.6 15 44 0 65 37 22 1 0 60 3 17 0 0 20 1 25 10 0 36 Total Volume 29 85 216 0 330 116 96 4 0 216 16 65 4 0 85 5 155 39 0 199 % App. Total 8.8 25.8 65.5 0 53.7 44.4 1.9 0 18.8 76.5 4.7 0 2.5 77.9 19.6 0 PHF .806 .559 .761 .000 .705 .784 .889 .500 .000 .900 .571 .813 .500 .000 .733 .625 .775 .886 .000 .790 Ammon Road 49th South 49th South Ammon Road Right 29 Thru 85 Left 216 Peds 0 In - Peak Hour: 04:00 PM 330 Right116 Thru96 Left4 Peds0 In - Peak Hour: 05:00 PM216 Left 4 Thru 65 Right 16 Peds 0 In - Peak Hour: 04:30 PM 85 Left39 Thru155 Right5 Peds0 In - Peak Hour: 05:00 PM199 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 7 Study: HALE0051 Intersection: Ammon Rd / 49th South City, State: Ammon, Idaho Control: Stop Sign Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 1 Study: HALE0051 Intersection: 45th East / 49th South City, State: Ammon, Idaho Control: Stop Sign Groups Printed- General Traffic 45th East From North 49th South From East 45th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 7 2 0 9 11 4 0 0 15 0 6 1 0 7 0 2 4 0 6 37 07:15 AM 6 12 5 0 23 12 4 1 0 17 0 17 2 1 20 0 1 8 0 9 69 07:30 AM 13 9 5 0 27 25 8 0 0 33 1 27 13 0 41 3 2 20 0 25 126 07:45 AM 20 13 11 0 44 32 10 0 0 42 0 27 11 0 38 6 7 20 0 33 157 Total 39 41 23 0 103 80 26 1 0 107 1 77 27 1 106 9 12 52 0 73 389 08:00 AM 13 19 11 0 43 13 11 0 0 24 1 32 3 0 36 2 0 22 0 24 127 08:15 AM 11 16 9 0 36 36 13 0 0 49 0 43 3 0 46 1 5 15 0 21 152 08:30 AM 6 13 16 0 35 17 12 1 0 30 1 24 0 0 25 3 4 5 0 12 102 08:45 AM 13 15 11 0 39 8 6 0 0 14 0 18 0 0 18 3 5 8 0 16 87 Total 43 63 47 0 153 74 42 1 0 117 2 117 6 0 125 9 14 50 0 73 468 ------ 04:00 PM 24 14 22 0 60 11 5 0 0 16 1 22 2 0 25 9 15 11 0 35 136 04:15 PM 13 18 12 0 43 9 5 1 0 15 2 18 0 0 20 7 13 15 0 35 113 04:30 PM 12 22 20 0 54 7 8 0 1 16 2 22 2 0 26 0 14 9 0 23 119 04:45 PM 10 18 15 0 43 14 10 1 0 25 1 22 2 0 25 6 9 7 0 22 115 Total 59 72 69 0 200 41 28 2 1 72 6 84 6 0 96 22 51 42 0 115 483 05:00 PM 7 19 14 0 40 11 11 2 0 24 0 33 3 0 36 1 8 10 0 19 119 05:15 PM 17 16 14 0 47 12 4 0 0 16 1 24 3 0 28 3 12 16 0 31 122 05:30 PM 6 14 11 0 31 7 3 0 0 10 2 23 2 0 27 6 11 16 0 33 101 05:45 PM 12 23 12 0 47 13 9 1 0 23 1 14 1 0 16 1 14 2 0 17 103 Total 42 72 51 0 165 43 27 3 0 73 4 94 9 0 107 11 45 44 0 100 445 Grand Total 183 248 190 0 621 238 123 7 1 369 13 372 48 1 434 51 122 188 0 361 1785 Apprch %29.5 39.9 30.6 0 64.5 33.3 1.9 0.3 3 85.7 11.1 0.2 14.1 33.8 52.1 0 Total %10.3 13.9 10.6 0 34.8 13.3 6.9 0.4 0.1 20.7 0.7 20.8 2.7 0.1 24.3 2.9 6.8 10.5 0 20.2 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 2 Study: HALE0051 Intersection: 45th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 45th East 49th South 49th South 45th East Right 183 Thru 248 Left 190 Peds 0 InOut Total 798 621 1419 Right238 Thru123 Left7 Peds1 OutTotalIn325 369 694 Left 48 Thru 372 Right 13 Peds 1 Out TotalIn 306 434 740 Left188 Thru122 Right51 Peds0 TotalOutIn354 361 715 11/30/2021 07:00 AM 11/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 3 Study: HALE0051 Intersection: 45th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 45th East From North 49th South From East 45th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 13 9 5 0 27 25 8 0 0 33 1 27 13 0 41 3 2 20 0 25 126 07:45 AM 20 13 11 0 44 32 10 0 0 42 0 27 11 0 38 6 7 20 0 33 157 08:00 AM 13 19 11 0 43 13 11 0 0 24 1 32 3 0 36 2 0 22 0 24 127 08:15 AM 11 16 9 0 36 36 13 0 0 49 0 43 3 0 46 1 5 15 0 21 152 Total Volume 57 57 36 0 150 106 42 0 0 148 2 129 30 0 161 12 14 77 0 103 562 % App. Total 38 38 24 0 71.6 28.4 0 0 1.2 80.1 18.6 0 11.7 13.6 74.8 0 PHF .713 .750 .818 .000 .852 .736 .808 .000 .000 .755 .500 .750 .577 .000 .875 .500 .500 .875 .000 .780 .895 45th East 49th South 49th South 45th East Right 57 Thru 57 Left 36 Peds 0 InOut Total 312 150 462 Right106 Thru42 Left0 Peds0 OutTotalIn52 148 200 Left 30 Thru 129 Right 2 Peds 0 Out TotalIn 69 161 230 Left77 Thru14 Right12 Peds0 TotalOutIn129 103 232 Peak Hour Begins at 07:30 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 4 Study: HALE0051 Intersection: 45th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 45th East From North 49th South From East 45th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.20 13 11 0 44 25 8 0 0 33 1 27 13 0 41 3 2 20 0 25 +15 mins.13 19 11 0 43 32 10 0 0 42 0 27 11 0 38 6 7 20 0 33 +30 mins.11 16 9 0 36 13 11 0 0 24 1 32 3 0 36 2 0 22 0 24 +45 mins.6 13 16 0 35 36 13 0 0 49 0 43 3 0 46 1 5 15 0 21 Total Volume 50 61 47 0 158 106 42 0 0 148 2 129 30 0 161 12 14 77 0 103 % App. Total 31.6 38.6 29.7 0 71.6 28.4 0 0 1.2 80.1 18.6 0 11.7 13.6 74.8 0 PHF .625 .803 .734 .000 .898 .736 .808 .000 .000 .755 .500 .750 .577 .000 .875 .500 .500 .875 .000 .780 45th East 49th South 49th South 45th East Right 50 Thru 61 Left 47 Peds 0 In - Peak Hour: 07:45 AM 158 Right106 Thru42 Left0 Peds0 In - Peak Hour: 07:30 AM148 Left 30 Thru 129 Right 2 Peds 0 In - Peak Hour: 07:30 AM 161 Left77 Thru14 Right12 Peds0 In - Peak Hour: 07:30 AM103 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 5 Study: HALE0051 Intersection: 45th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 45th East From North 49th South From East 45th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 24 14 22 0 60 11 5 0 0 16 1 22 2 0 25 9 15 11 0 35 136 04:15 PM 13 18 12 0 43 9 5 1 0 15 2 18 0 0 20 7 13 15 0 35 113 04:30 PM 12 22 20 0 54 7 8 0 1 16 2 22 2 0 26 0 14 9 0 23 119 04:45 PM 10 18 15 0 43 14 10 1 0 25 1 22 2 0 25 6 9 7 0 22 115 Total Volume 59 72 69 0 200 41 28 2 1 72 6 84 6 0 96 22 51 42 0 115 483 % App. Total 29.5 36 34.5 0 56.9 38.9 2.8 1.4 6.2 87.5 6.2 0 19.1 44.3 36.5 0 PHF .615 .818 .784 .000 .833 .732 .700 .500 .250 .720 .750 .955 .750 .000 .923 .611 .850 .700 .000 .821 .888 45th East 49th South 49th South 45th East Right 59 Thru 72 Left 69 Peds 0 InOut Total 167 200 367 Right41 Thru28 Left2 Peds1 OutTotalIn126 72 198 Left 6 Thru 84 Right 6 Peds 0 Out TotalIn 96 96 192 Left42 Thru51 Right22 Peds0 TotalOutIn93 115 208 Peak Hour Begins at 04:00 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 6 Study: HALE0051 Intersection: 45th East / 49th South City, State: Ammon, Idaho Control: Stop Sign 45th East From North 49th South From East 45th East From South 49th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:45 PM 04:00 PM +0 mins.24 14 22 0 60 7 8 0 1 16 1 22 2 0 25 9 15 11 0 35 +15 mins.13 18 12 0 43 14 10 1 0 25 0 33 3 0 36 7 13 15 0 35 +30 mins.12 22 20 0 54 11 11 2 0 24 1 24 3 0 28 0 14 9 0 23 +45 mins.10 18 15 0 43 12 4 0 0 16 2 23 2 0 27 6 9 7 0 22 Total Volume 59 72 69 0 200 44 33 3 1 81 4 102 10 0 116 22 51 42 0 115 % App. Total 29.5 36 34.5 0 54.3 40.7 3.7 1.2 3.4 87.9 8.6 0 19.1 44.3 36.5 0 PHF .615 .818 .784 .000 .833 .786 .750 .375 .250 .810 .500 .773 .833 .000 .806 .611 .850 .700 .000 .821 45th East 49th South 49th South 45th East Right 59 Thru 72 Left 69 Peds 0 In - Peak Hour: 04:00 PM 200 Right44 Thru33 Left3 Peds1 In - Peak Hour: 04:30 PM81 Left 10 Thru 102 Right 4 Peds 0 In - Peak Hour: 04:45 PM 116 Left42 Thru51 Right22 Peds0 In - Peak Hour: 04:00 PM115 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 45th East & 49th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 7 Study: HALE0051 Intersection: 45th East / 49th South City, State: Ammon, Idaho Control: Stop Sign Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 65th South - Offset Site Code : Offset Start Date : 11/30/2021 Page No : 1 Study: HALE0051 Intersection: 25th East / 65th South City, State: Ammon, Idaho Control: Stop Sign Groups Printed- General Traffic 25th East From North 65th South - East Leg From East 25th East From South 65th South - West Leg From Southwest Start Time Bear Right Thru Left Peds App. Total Right Bear Left Left Peds App. Total Right Thru Hard Left Peds App. Total Hard Right Bear Right Bear Left Peds App. Total Int. Total 07:00 AM 8 4 4 0 16 6 6 2 0 14 0 4 0 0 4 0 3 6 0 9 43 07:15 AM 9 5 2 0 16 8 18 1 0 27 1 12 0 0 13 0 6 12 0 18 74 07:30 AM 16 5 3 0 24 11 20 2 0 33 0 15 1 0 16 2 11 18 0 31 104 07:45 AM 19 4 2 0 25 20 9 4 0 33 1 27 2 0 30 1 7 28 0 36 124 Total 52 18 11 0 81 45 53 9 0 107 2 58 3 0 63 3 27 64 0 94 345 08:00 AM 13 3 1 0 17 17 23 2 0 42 4 23 2 0 29 2 15 25 0 42 130 08:15 AM 18 12 7 0 37 11 19 0 0 30 5 19 0 0 24 0 17 27 1 45 136 08:30 AM 27 7 7 0 41 13 10 2 0 25 0 13 0 0 13 0 11 15 0 26 105 08:45 AM 18 11 4 0 33 10 7 1 0 18 2 24 0 0 26 1 9 18 0 28 105 Total 76 33 19 0 128 51 59 5 0 115 11 79 2 0 92 3 52 85 1 141 476 ------ 04:00 PM 31 21 17 0 69 7 15 1 0 23 3 11 0 0 14 2 23 30 0 55 161 04:15 PM 29 22 21 0 72 8 10 0 0 18 1 19 1 0 21 1 15 32 0 48 159 04:30 PM 23 22 12 0 57 12 9 4 0 25 1 8 0 0 9 4 16 16 0 36 127 04:45 PM 31 22 13 0 66 12 5 1 0 18 2 18 0 0 20 3 22 36 0 61 165 Total 114 87 63 0 264 39 39 6 0 84 7 56 1 0 64 10 76 114 0 200 612 05:00 PM 37 35 21 0 93 8 17 2 0 27 3 14 0 0 17 2 24 32 0 58 195 05:15 PM 43 39 15 0 97 8 10 2 0 20 2 7 0 0 9 1 30 37 0 68 194 05:30 PM 30 20 19 0 69 8 16 1 0 25 2 12 2 0 16 1 23 23 0 47 157 05:45 PM 18 19 18 0 55 4 14 3 0 21 0 9 1 0 10 0 18 11 0 29 115 Total 128 113 73 0 314 28 57 8 0 93 7 42 3 0 52 4 95 103 0 202 661 Grand Total 370 251 166 0 787 163 208 28 0 399 27 235 9 0 271 20 250 366 1 637 2094 Apprch %47 31.9 21.1 0 40.9 52.1 7 0 10 86.7 3.3 0 3.1 39.2 57.5 0.2 Total %17.7 12 7.9 0 37.6 7.8 9.9 1.3 0 19.1 1.3 11.2 0.4 0 12.9 1 11.9 17.5 0 30.4 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 65th South - Offset Site Code : Offset Start Date : 11/30/2021 Page No : 2 Study: HALE0051 Intersection: 25th East / 65th South City, State: Ammon, Idaho Control: Stop Sign 25th East 65th South - East Leg 65th South - West Leg 25th East Bear Right 370 Thru 251 Left 166 Peds 0 InOut Total 764 787 1551 Right163 BearLeft208 Left28 Peds0 OutTotalIn443 399 842 Hard Left 9 Thru 235 Right 27 Peds 0 Out TotalIn 299 271 570 BearLeft366 BearRight250 HardRight20 Peds1 Out587 In637 Total1224 11/30/2021 07:00 AM 11/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 65th South - Offset Site Code : Offset Start Date : 11/30/2021 Page No : 3 Study: HALE0051 Intersection: 25th East / 65th South City, State: Ammon, Idaho Control: Stop Sign 25th East From North 65th South - East Leg From East 25th East From South 65th South - West Leg From Southwest Start Time Bear Right Thru Left Peds App. Total Right Bear Left Left Peds App. Total Right Thru Hard Left Peds App. Total Hard Right Bear Right Bear Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 19 4 2 0 25 20 9 4 0 33 1 27 2 0 30 1 7 28 0 36 124 08:00 AM 13 3 1 0 17 17 23 2 0 42 4 23 2 0 29 2 15 25 0 42 130 08:15 AM 18 12 7 0 37 11 19 0 0 30 5 19 0 0 24 0 17 27 1 45 136 08:30 AM 27 7 7 0 41 13 10 2 0 25 0 13 0 0 13 0 11 15 0 26 105 Total Volume 77 26 17 0 120 61 61 8 0 130 10 82 4 0 96 3 50 95 1 149 495 % App. Total 64.2 21.7 14.2 0 46.9 46.9 6.2 0 10.4 85.4 4.2 0 2 33.6 63.8 0.7 PHF .713 .542 .607 .000 .732 .763 .663 .500 .000 .774 .500 .759 .500 .000 .800 .375 .735 .848 .250 .828 .910 25th East 65th South - East Leg 65th South - West Leg 25th East Bear Right 77 Thru 26 Left 17 Peds 0 InOut Total 238 120 358 Right61 BearLeft61 Left8 Peds0 OutTotalIn77 130 207 Hard Left 4 Thru 82 Right 10 Peds 0 Out TotalIn 37 96 133 BearLeft95 BearRight50 HardRight3 Peds1 Out142 In149 Total291 Peak Hour Begins at 07:45 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 65th South - Offset Site Code : Offset Start Date : 11/30/2021 Page No : 4 Study: HALE0051 Intersection: 25th East / 65th South City, State: Ammon, Idaho Control: Stop Sign 25th East From North 65th South - East Leg From East 25th East From South 65th South - West Leg From Southwest Start Time Bear Right Thru Left Peds App. Total Right Bear Left Left Peds App. Total Right Thru Hard Left Peds App. Total Hard Right Bear Right Bear Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:30 AM 07:30 AM 07:30 AM +0 mins.13 3 1 0 17 11 20 2 0 33 0 15 1 0 16 2 11 18 0 31 +15 mins.18 12 7 0 37 20 9 4 0 33 1 27 2 0 30 1 7 28 0 36 +30 mins.27 7 7 0 41 17 23 2 0 42 4 23 2 0 29 2 15 25 0 42 +45 mins.18 11 4 0 33 11 19 0 0 30 5 19 0 0 24 0 17 27 1 45 Total Volume 76 33 19 0 128 59 71 8 0 138 10 84 5 0 99 5 50 98 1 154 % App. Total 59.4 25.8 14.8 0 42.8 51.4 5.8 0 10.1 84.8 5.1 0 3.2 32.5 63.6 0.6 PHF .704 .688 .679 .000 .780 .738 .772 .500 .000 .821 .500 .778 .625 .000 .825 .625 .735 .875 .250 .856 25th East 65th South - East Leg 65th South - West Leg 25th East Bear Right 76 Thru 33 Left 19 Peds 0 In - Peak Hour: 08:00 AM 128 Right59 BearLeft71 Left8 Peds0 In - Peak Hour: 07:30 AM138 Hard Left 5 Thru 84 Right 10 Peds 0 In - Peak Hour: 07:30 AM 99 BearLeft98 BearRight50 HardRight5 Peds1 In - Peak Hour: 07:30 AM154 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 65th South - Offset Site Code : Offset Start Date : 11/30/2021 Page No : 5 Study: HALE0051 Intersection: 25th East / 65th South City, State: Ammon, Idaho Control: Stop Sign 25th East From North 65th South - East Leg From East 25th East From South 65th South - West Leg From Southwest Start Time Bear Right Thru Left Peds App. Total Right Bear Left Left Peds App. Total Right Thru Hard Left Peds App. Total Hard Right Bear Right Bear Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 31 22 13 0 66 12 5 1 0 18 2 18 0 0 20 3 22 36 0 61 165 05:00 PM 37 35 21 0 93 8 17 2 0 27 3 14 0 0 17 2 24 32 0 58 195 05:15 PM 43 39 15 0 97 8 10 2 0 20 2 7 0 0 9 1 30 37 0 68 194 05:30 PM 30 20 19 0 69 8 16 1 0 25 2 12 2 0 16 1 23 23 0 47 157 Total Volume 141 116 68 0 325 36 48 6 0 90 9 51 2 0 62 7 99 128 0 234 711 % App. Total 43.4 35.7 20.9 0 40 53.3 6.7 0 14.5 82.3 3.2 0 3 42.3 54.7 0 PHF .820 .744 .810 .000 .838 .750 .706 .750 .000 .833 .750 .708 .250 .000 .775 .583 .825 .865 .000 .860 .912 25th East 65th South - East Leg 65th South - West Leg 25th East Bear Right 141 Thru 116 Left 68 Peds 0 InOut Total 215 325 540 Right36 BearLeft48 Left6 Peds0 OutTotalIn176 90 266 Hard Left 2 Thru 51 Right 9 Peds 0 Out TotalIn 129 62 191 BearLeft128 BearRight99 HardRight7 Peds0 Out191 In234 Total425 Peak Hour Begins at 04:45 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 65th South - Offset Site Code : Offset Start Date : 11/30/2021 Page No : 6 Study: HALE0051 Intersection: 25th East / 65th South City, State: Ammon, Idaho Control: Stop Sign 25th East From North 65th South - East Leg From East 25th East From South 65th South - West Leg From Southwest Start Time Bear Right Thru Left Peds App. Total Right Bear Left Left Peds App. Total Right Thru Hard Left Peds App. Total Hard Right Bear Right Bear Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 05:00 PM 04:15 PM 04:45 PM +0 mins.31 22 13 0 66 8 17 2 0 27 1 19 1 0 21 3 22 36 0 61 +15 mins.37 35 21 0 93 8 10 2 0 20 1 8 0 0 9 2 24 32 0 58 +30 mins.43 39 15 0 97 8 16 1 0 25 2 18 0 0 20 1 30 37 0 68 +45 mins.30 20 19 0 69 4 14 3 0 21 3 14 0 0 17 1 23 23 0 47 Total Volume 141 116 68 0 325 28 57 8 0 93 7 59 1 0 67 7 99 128 0 234 % App. Total 43.4 35.7 20.9 0 30.1 61.3 8.6 0 10.4 88.1 1.5 0 3 42.3 54.7 0 PHF .820 .744 .810 .000 .838 .875 .838 .667 .000 .861 .583 .776 .250 .000 .798 .583 .825 .865 .000 .860 25th East 65th South - East Leg 65th South - West Leg 25th East Bear Right 141 Thru 116 Left 68 Peds 0 In - Peak Hour: 04:45 PM 325 Right28 BearLeft57 Left8 Peds0 In - Peak Hour: 05:00 PM93 Hard Left 1 Thru 59 Right 7 Peds 0 In - Peak Hour: 04:15 PM 67 BearLeft128 BearRight99 HardRight7 Peds0 In - Peak Hour: 04:45 PM234 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : 25th East & 65th South - Offset Site Code : Offset Start Date : 11/30/2021 Page No : 7 Study: HALE0051 Intersection: 25th East / 65th South City, State: Ammon, Idaho Control: Stop Sign Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 65th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 1 Study: HALE0051 Intersection: Ammon Rd / 65th South City, State: Ammon, Idaho Control: Stop Sign Groups Printed- General Traffic Ammon Road From North 65th South From East Ammon Road From South 65th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 3 1 1 0 5 3 10 1 0 14 2 1 1 0 4 0 8 2 0 10 33 07:15 AM 4 2 0 0 6 5 26 2 0 33 0 4 0 0 4 1 7 1 0 9 52 07:30 AM 8 6 3 0 17 6 24 1 0 31 2 8 0 0 10 0 10 3 0 13 71 07:45 AM 7 4 12 0 23 2 32 0 0 34 2 6 0 0 8 0 9 3 0 12 77 Total 22 13 16 0 51 16 92 4 0 112 6 19 1 0 26 1 34 9 0 44 233 08:00 AM 9 3 3 0 15 9 34 1 0 44 0 1 0 0 1 1 16 3 0 20 80 08:15 AM 5 5 7 0 17 20 17 1 1 39 0 7 1 0 8 0 21 3 0 24 88 08:30 AM 3 2 5 0 10 8 17 3 0 28 1 2 2 0 5 1 21 3 0 25 68 08:45 AM 3 4 3 0 10 7 15 0 0 22 0 0 1 0 1 0 14 2 0 16 49 Total 20 14 18 0 52 44 83 5 1 133 1 10 4 0 15 2 72 11 0 85 285 ------ 04:00 PM 4 11 23 0 38 3 12 0 0 15 0 3 2 0 5 2 39 3 0 44 102 04:15 PM 3 6 8 0 17 5 13 1 0 19 2 6 0 0 8 5 29 6 0 40 84 04:30 PM 2 3 12 0 17 4 22 2 0 28 1 12 0 0 13 1 16 7 0 24 82 04:45 PM 4 4 10 0 18 5 10 2 0 17 1 3 2 0 6 0 27 7 0 34 75 Total 13 24 53 0 90 17 57 5 0 79 4 24 4 0 32 8 111 23 0 142 343 05:00 PM 4 9 9 0 22 7 26 0 0 33 1 6 2 0 9 1 38 7 0 46 110 05:15 PM 1 9 13 0 23 4 17 1 0 22 4 5 3 0 12 2 30 16 0 48 105 05:30 PM 3 1 12 0 16 4 22 1 0 27 1 4 0 0 5 1 37 8 0 46 94 05:45 PM 4 5 10 0 19 5 19 1 0 25 2 2 0 0 4 1 26 6 0 33 81 Total 12 24 44 0 80 20 84 3 0 107 8 17 5 0 30 5 131 37 0 173 390 Grand Total 67 75 131 0 273 97 316 17 1 431 19 70 14 0 103 16 348 80 0 444 1251 Apprch %24.5 27.5 48 0 22.5 73.3 3.9 0.2 18.4 68 13.6 0 3.6 78.4 18 0 Total %5.4 6 10.5 0 21.8 7.8 25.3 1.4 0.1 34.5 1.5 5.6 1.1 0 8.2 1.3 27.8 6.4 0 35.5 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 65th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 2 Study: HALE0051 Intersection: Ammon Rd / 65th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road 65th South 65th South Ammon Road Right 67 Thru 75 Left 131 Peds 0 InOut Total 247 273 520 Right97 Thru316 Left17 Peds1 OutTotalIn498 431 929 Left 14 Thru 70 Right 19 Peds 0 Out TotalIn 108 103 211 Left80 Thru348 Right16 Peds0 TotalOutIn397 444 841 11/30/2021 07:00 AM 11/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 65th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 3 Study: HALE0051 Intersection: Ammon Rd / 65th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road From North 65th South From East Ammon Road From South 65th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 8 6 3 0 17 6 24 1 0 31 2 8 0 0 10 0 10 3 0 13 71 07:45 AM 7 4 12 0 23 2 32 0 0 34 2 6 0 0 8 0 9 3 0 12 77 08:00 AM 9 3 3 0 15 9 34 1 0 44 0 1 0 0 1 1 16 3 0 20 80 08:15 AM 5 5 7 0 17 20 17 1 1 39 0 7 1 0 8 0 21 3 0 24 88 Total Volume 29 18 25 0 72 37 107 3 1 148 4 22 1 0 27 1 56 12 0 69 316 % App. Total 40.3 25 34.7 0 25 72.3 2 0.7 14.8 81.5 3.7 0 1.4 81.2 17.4 0 PHF .806 .750 .521 .000 .783 .463 .787 .750 .250 .841 .500 .688 .250 .000 .675 .250 .667 1.0 0 .000 .719 .898 Ammon Road 65th South 65th South Ammon Road Right 29 Thru 18 Left 25 Peds 0 InOut Total 71 72 143 Right37 Thru107 Left3 Peds1 OutTotalIn85 148 233 Left 1 Thru 22 Right 4 Peds 0 Out TotalIn 22 27 49 Left12 Thru56 Right1 Peds0 TotalOutIn137 69 206 Peak Hour Begins at 07:30 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 65th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 4 Study: HALE0051 Intersection: Ammon Rd / 65th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road From North 65th South From East Ammon Road From South 65th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 08:00 AM +0 mins.8 6 3 0 17 6 24 1 0 31 2 8 0 0 10 1 16 3 0 20 +15 mins.7 4 12 0 23 2 32 0 0 34 2 6 0 0 8 0 21 3 0 24 +30 mins.9 3 3 0 15 9 34 1 0 44 0 1 0 0 1 1 21 3 0 25 +45 mins.5 5 7 0 17 20 17 1 1 39 0 7 1 0 8 0 14 2 0 16 Total Volume 29 18 25 0 72 37 107 3 1 148 4 22 1 0 27 2 72 11 0 85 % App. Total 40.3 25 34.7 0 25 72.3 2 0.7 14.8 81.5 3.7 0 2.4 84.7 12.9 0 PHF .806 .750 .521 .000 .783 .463 .787 .750 .250 .841 .500 .688 .250 .000 .675 .500 .857 .917 .000 .850 Ammon Road 65th South 65th South Ammon Road Right 29 Thru 18 Left 25 Peds 0 In - Peak Hour: 07:30 AM 72 Right37 Thru107 Left3 Peds1 In - Peak Hour: 07:30 AM148 Left 1 Thru 22 Right 4 Peds 0 In - Peak Hour: 07:30 AM 27 Left11 Thru72 Right2 Peds0 In - Peak Hour: 08:00 AM85 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 65th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 5 Study: HALE0051 Intersection: Ammon Rd / 65th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road From North 65th South From East Ammon Road From South 65th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 4 9 9 0 22 7 26 0 0 33 1 6 2 0 9 1 38 7 0 46 110 05:15 PM 1 9 13 0 23 4 17 1 0 22 4 5 3 0 12 2 30 16 0 48 105 05:30 PM 3 1 12 0 16 4 22 1 0 27 1 4 0 0 5 1 37 8 0 46 94 05:45 PM 4 5 10 0 19 5 19 1 0 25 2 2 0 0 4 1 26 6 0 33 81 Total Volume 12 24 44 0 80 20 84 3 0 107 8 17 5 0 30 5 131 37 0 173 390 % App. Total 15 30 55 0 18.7 78.5 2.8 0 26.7 56.7 16.7 0 2.9 75.7 21.4 0 PHF .750 .667 .846 .000 .870 .714 .808 .750 .000 .811 .500 .708 .417 .000 .625 .625 .862 .578 .000 .901 .886 Ammon Road 65th South 65th South Ammon Road Right 12 Thru 24 Left 44 Peds 0 InOut Total 74 80 154 Right20 Thru84 Left3 Peds0 OutTotalIn183 107 290 Left 5 Thru 17 Right 8 Peds 0 Out TotalIn 32 30 62 Left37 Thru131 Right5 Peds0 TotalOutIn101 173 274 Peak Hour Begins at 05:00 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 65th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 6 Study: HALE0051 Intersection: Ammon Rd / 65th South City, State: Ammon, Idaho Control: Stop Sign Ammon Road From North 65th South From East Ammon Road From South 65th South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 05:00 PM 04:30 PM 04:45 PM +0 mins.4 11 23 0 38 7 26 0 0 33 1 12 0 0 13 0 27 7 0 34 +15 mins.3 6 8 0 17 4 17 1 0 22 1 3 2 0 6 1 38 7 0 46 +30 mins.2 3 12 0 17 4 22 1 0 27 1 6 2 0 9 2 30 16 0 48 +45 mins.4 4 10 0 18 5 19 1 0 25 4 5 3 0 12 1 37 8 0 46 Total Volume 13 24 53 0 90 20 84 3 0 107 7 26 7 0 40 4 132 38 0 174 % App. Total 14.4 26.7 58.9 0 18.7 78.5 2.8 0 17.5 65 17.5 0 2.3 75.9 21.8 0 PHF .813 .545 .576 .000 .592 .714 .808 .750 .000 .811 .438 .542 .583 .000 .769 .500 .868 .594 .000 .906 Ammon Road 65th South 65th South Ammon Road Right 13 Thru 24 Left 53 Peds 0 In - Peak Hour: 04:00 PM 90 Right20 Thru84 Left3 Peds0 In - Peak Hour: 05:00 PM107 Left 7 Thru 26 Right 7 Peds 0 In - Peak Hour: 04:30 PM 40 Left38 Thru132 Right4 Peds0 In - Peak Hour: 04:45 PM174 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Ammon Rd & 65th South Site Code : 00000000 Start Date : 11/30/2021 Page No : 7 Study: HALE0051 Intersection: Ammon Rd / 65th South City, State: Ammon, Idaho Control: Stop Sign Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 Ammon - 240 Acre Residential Traffic Impact Study APPENDIX B LOS Results SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 274 275 100 46.4 D T 225 221 98 21.6 C R 90 90 100 5.1 A Subtotal 589 586 99 30.7 C L 72 69 96 93.0 F T 157 154 98 26.2 C R 205 205 100 12.7 B Subtotal 434 428 99 30.5 C L 199 204 102 53.6 D T 397 406 102 18.3 B R 199 202 101 5.5 A Subtotal 795 812 102 24.0 C L 117 115 99 75.2 E T 887 878 99 21.3 C R 131 133 101 8.9 A Subtotal 1,135 1,126 99 25.3 C Total 2,954 2,952 100 26.9 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 221 217 98 15.6 B T 168 174 104 10.4 B R 7 10 138 2.2 A Subtotal 396 401 101 13.0 B L 84 83 99 15.3 B T 131 136 104 14.9 B R 391 394 101 9.2 A Subtotal 606 613 101 11.3 B L 109 108 99 24.7 C T 388 393 101 8.7 A R 62 62 100 3.5 A Subtotal 559 563 101 11.2 B L 19 19 101 17.5 B T 523 511 98 15.2 B R 54 58 107 8.5 A Subtotal 596 588 99 14.6 B Total 2,158 2,165 100 12.5 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:All-way Stop Controlled Avg %Avg LOS L 108 110 102 10.1 B T 220 222 101 14.8 B R 9 10 108 7.9 A Subtotal 337 342 101 13.1 B L 10 11 107 11.2 B T 116 114 98 13.1 B R 271 267 99 8.7 A Subtotal 397 392 99 10.0 A L 108 109 101 8.9 A T 160 165 103 3.9 A R 30 30 99 6.3 A Subtotal 298 304 102 5.9 A L 10 11 107 5.8 A T 79 81 102 9.9 A R 27 28 104 4.3 A Subtotal 116 120 103 8.2 A Total 1,149 1,158 101 9.7 A Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 13 15 118 2.9 A T 249 257 103 1.3 A R 4 5 125 0.5 A Subtotal 266 277 104 1.4 A L 40 38 96 2.9 A T 88 92 105 1.3 A R 32 33 102 0.9 A Subtotal 160 163 102 1.6 A L 98 95 97 10.4 B T 100 98 98 12.6 B R 9 11 119 6.4 A Subtotal 207 204 99 11.2 B L 22 22 100 12.4 B T 156 162 104 16.5 C R 92 93 101 10.3 B Subtotal 270 277 103 14.1 B Total 903 921 102 7.4 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 15 17 115 2.9 A T 218 221 101 4.1 A R 31 32 102 2.1 A Subtotal 264 270 102 3.8 A L 39 38 98 4.0 A T 397 398 100 1.6 A R 38 36 95 2.0 A Subtotal 474 472 100 1.8 A L 80 76 95 10.9 B T 41 44 108 7.4 A R 23 23 100 7.4 A Subtotal 144 143 99 9.3 A L 31 32 102 12.9 B T 56 57 101 17.6 C R 145 144 99 10.3 B Subtotal 232 233 100 12.4 B Total 1,114 1,118 100 5.5 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 2 1 50 4.9 A T 58 61 105 9.8 A R 16 16 102 2.7 A Subtotal 76 78 103 8.3 A L 98 102 104 7.8 A T 71 71 100 8.3 A R 43 44 103 5.9 A Subtotal 212 217 102 7.6 A L 31 31 99 6.2 A T 57 59 103 10.6 B R 4 4 100 3.8 A Subtotal 92 94 102 8.9 A L 19 18 96 10.7 B T 171 173 101 13.2 B R 261 262 100 8.6 A Subtotal 451 453 100 10.4 B Total 831 842 101 9.3 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 31 31 99 1.2 A T 132 138 104 1.8 A R 2 2 100 0.3 A Subtotal 165 171 104 1.7 A L 37 33 90 1.8 A T 62 65 105 1.7 A R 58 55 94 0.5 A Subtotal 157 153 97 1.3 A L 79 79 100 9.7 A T 80 85 107 4.3 A R 12 13 106 5.8 A Subtotal 171 177 104 6.8 A L 2 2 100 7.4 A T 43 42 98 7.3 A R 108 108 100 5.0 A Subtotal 153 152 99 5.7 A Total 646 653 101 3.9 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 66 60 91 2.0 A T 147 146 99 1.0 A Subtotal 213 206 97 1.3 A T 59 58 98 2.4 A R 79 79 100 1.8 A Subtotal 138 137 99 2.1 A L 97 102 105 5.7 A R 54 56 103 2.8 A Subtotal 151 158 105 4.7 A Total 502 501 100 2.6 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 88 86 98 1.0 A R 10 11 107 0.2 A Subtotal 98 97 99 0.9 A L 68 66 97 1.8 A T 30 30 99 0.7 A Subtotal 98 96 98 1.5 A L 8 7 85 10.2 B T 9 8 86 3.0 A R 124 120 97 7.7 A Subtotal 141 135 96 7.6 A Total 338 328 97 3.8 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 2 1 50 0.2 A T 22 23 105 0.5 A R 4 4 100 0.1 A Subtotal 28 28 100 0.4 A L 26 26 100 1.0 A T 20 20 101 1.1 A R 30 30 99 0.6 A Subtotal 76 76 100 0.9 A L 12 12 98 6.2 A T 64 62 97 7.2 A R 2 2 100 3.0 A Subtotal 78 76 97 6.9 A L 3 3 100 6.4 A T 109 102 93 8.3 A R 38 38 101 4.2 A Subtotal 150 143 95 7.2 A Total 332 323 97 5.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 290 282 97 62.9 E T 386 392 101 36.1 D R 127 123 97 15.4 B Subtotal 803 797 99 42.4 D L 221 215 97 69.4 E T 318 312 98 38.1 D R 276 265 96 12.3 B Subtotal 815 792 97 38.0 D L 429 424 99 53.5 D T 928 934 101 25.6 C R 379 387 102 12.6 B Subtotal 1,736 1,745 101 29.5 C L 99 101 102 87.4 F T 536 526 98 31.3 C R 157 160 102 11.2 B Subtotal 792 787 99 34.4 C Total 4,146 4,121 99 34.6 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 77 76 98 24.6 C T 126 128 102 16.3 B R 17 18 104 6.5 A Subtotal 220 222 101 18.3 B L 78 80 102 22.9 C T 176 183 104 18.9 B R 274 276 101 5.9 A Subtotal 528 539 102 12.8 B L 403 400 99 25.4 C T 735 729 99 14.1 B R 138 141 102 6.1 A Subtotal 1,276 1,270 100 16.8 B L 13 13 98 18.6 B T 290 288 99 16.1 B R 71 70 99 7.0 A Subtotal 374 371 99 14.5 B Total 2,399 2,402 100 15.7 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:All-way Stop Controlled Avg %Avg LOS L 45 46 102 8.1 A T 151 153 101 12.4 B R 15 17 111 6.3 A Subtotal 211 216 102 11.0 B L 16 16 98 8.1 A T 103 105 102 11.1 B R 157 158 101 5.5 A Subtotal 276 279 101 7.8 A L 366 366 100 18.4 C T 210 211 101 10.4 B R 56 57 102 15.8 C Subtotal 632 634 100 15.5 C L 10 10 98 5.8 A T 54 53 99 9.7 A R 18 18 101 4.5 A Subtotal 82 81 99 8.1 A Total 1,201 1,210 101 12.4 B Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 13 14 106 3.2 A T 146 147 101 1.1 A R 15 16 105 0.6 A Subtotal 174 177 102 1.2 A L 69 74 107 3.9 A T 250 247 99 3.2 A R 120 118 98 1.9 A Subtotal 439 439 100 3.0 A L 35 34 97 12.1 B T 92 88 96 12.5 B R 7 8 110 5.2 A Subtotal 134 130 97 11.9 B L 20 20 101 15.0 B T 148 145 98 17.9 C R 62 62 100 9.7 A Subtotal 230 227 99 15.4 C Total 978 973 99 6.8 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 13 12 91 5.8 A T 187 181 97 4.2 A R 74 77 104 2.1 A Subtotal 274 270 99 3.7 A L 143 142 99 7.2 A T 568 573 101 4.5 A R 85 83 97 5.0 A Subtotal 796 798 100 5.0 A L 68 64 94 17.3 C T 77 80 104 8.9 A R 31 33 106 11.8 B Subtotal 176 177 101 12.5 B L 28 27 97 17.0 C T 34 35 103 21.4 C R 94 89 95 9.9 A Subtotal 156 151 97 13.8 B Total 1,402 1,396 100 6.7 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 2 2 100 4.2 A T 62 65 105 9.6 A R 11 10 89 3.5 A Subtotal 75 77 103 8.7 A L 214 219 102 10.8 B T 90 95 105 13.5 B R 23 23 101 8.7 A Subtotal 327 337 103 11.4 B L 40 39 98 8.6 A T 201 204 101 10.5 B R 5 5 100 5.4 A Subtotal 246 248 101 10.1 A L 4 4 100 8.5 A T 98 95 97 10.8 B R 118 119 101 5.1 A Subtotal 220 218 99 7.6 A Total 868 880 101 9.9 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 6 6 96 0.8 A T 86 90 104 0.9 A R 6 8 128 0.1 A Subtotal 98 104 106 0.8 A L 70 70 100 1.9 A T 73 75 103 2.7 A R 60 64 107 0.8 A Subtotal 203 209 103 1.9 A L 43 43 99 10.4 B T 318 319 100 5.1 A R 22 23 106 7.5 A Subtotal 383 385 101 5.8 A L 2 2 100 7.6 A T 29 30 103 6.7 A R 42 43 102 3.9 A Subtotal 73 75 103 5.1 A Total 758 773 102 4.0 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 51 50 98 3.4 A T 89 86 97 1.1 A Subtotal 140 136 97 1.9 A T 189 188 99 7.3 A R 144 147 102 4.4 A Subtotal 333 335 101 6.0 A L 131 125 96 8.4 A R 108 114 106 4.4 A Subtotal 239 239 100 6.5 A Total 712 710 100 5.4 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 54 51 95 0.7 A R 9 8 86 0.1 A Subtotal 63 59 94 0.6 A L 170 174 102 2.2 A T 127 128 101 2.3 A Subtotal 297 302 102 2.2 A L 6 6 96 10.1 B T 11 10 91 3.0 A R 86 86 100 7.0 A Subtotal 103 102 99 6.8 A Total 464 463 100 3.1 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 4 80 0.3 A T 17 18 104 0.6 A R 8 9 109 0.2 A Subtotal 30 31 103 0.4 A L 45 45 99 1.1 A T 37 40 109 1.2 A R 12 13 106 0.7 A Subtotal 94 98 104 1.1 A L 38 40 105 8.6 A T 136 141 103 10.8 B R 5 4 80 4.1 A Subtotal 179 185 103 10.2 B L 3 3 100 6.0 A T 86 86 100 8.4 A R 20 20 101 3.5 A Subtotal 109 109 100 7.4 A Total 413 423 102 6.7 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 331 324 98 42.9 D T 294 295 100 21.8 C R 90 92 103 5.2 A Subtotal 715 711 99 29.3 C L 80 77 96 84.1 F T 184 183 100 29.0 C R 205 208 101 15.2 B Subtotal 469 468 100 31.9 C L 199 201 101 53.9 D T 404 401 99 18.2 B R 221 219 99 5.7 A Subtotal 824 821 100 23.6 C L 117 108 93 78.2 E T 906 913 101 23.2 C R 154 150 97 9.8 A Subtotal 1,177 1,171 99 26.6 C Total 3,184 3,171 100 27.3 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 263 258 98 16.1 B T 214 213 100 10.2 B R 29 28 96 3.8 A Subtotal 506 499 99 12.9 B L 84 80 95 15.1 B T 149 143 96 16.3 B R 391 392 100 9.8 A Subtotal 624 615 99 12.0 B L 109 102 93 26.5 C T 387 387 100 9.0 A R 77 80 104 3.7 A Subtotal 573 569 99 11.4 B L 28 26 93 19.4 B T 523 522 100 16.2 B R 54 53 98 9.4 A Subtotal 605 601 99 15.7 B Total 2,309 2,284 99 13.1 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:All-way Stop Controlled Avg %Avg LOS L 108 105 97 10.7 B T 222 220 99 14.6 B R 11 11 98 8.3 A Subtotal 341 336 99 13.2 B L 10 11 107 11.0 B T 116 118 102 13.2 B R 278 276 99 8.1 A Subtotal 404 405 100 9.7 A L 125 122 98 8.8 A T 165 158 96 4.1 A R 30 30 99 6.9 A Subtotal 320 310 97 6.2 A L 11 11 98 6.3 A T 81 80 98 10.1 B R 27 26 96 4.0 A Subtotal 119 117 98 8.4 A Total 1,186 1,168 99 9.6 A Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 13 12 94 2.6 A T 249 251 101 1.3 A R 4 4 100 0.4 A Subtotal 266 267 100 1.3 A L 44 45 103 3.1 A T 88 92 105 1.3 A R 32 34 105 0.7 A Subtotal 164 171 104 1.7 A L 98 103 105 11.5 B T 108 110 102 13.1 B R 9 8 86 7.5 A Subtotal 215 221 103 12.2 B L 22 22 100 13.4 B T 177 179 101 16.8 C R 102 105 103 11.4 B Subtotal 301 306 102 14.7 B Total 947 965 102 8.2 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 15 13 88 3.9 A T 218 222 102 5.1 A R 38 39 103 2.3 A Subtotal 271 274 101 4.6 A L 88 90 103 5.2 A T 396 384 97 2.1 A R 38 38 101 2.6 A Subtotal 522 512 98 2.7 A L 80 77 96 14.3 B T 53 57 108 10.5 B R 23 27 117 8.5 A Subtotal 156 161 103 12.0 B L 47 47 100 18.2 C T 87 87 100 23.0 C R 271 273 101 15.1 C Subtotal 405 407 100 17.1 C Total 1,353 1,354 100 8.5 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 14 13 95 5.2 A T 114 114 100 10.7 B R 18 17 96 4.1 A Subtotal 146 144 99 9.4 A L 98 94 96 9.1 A T 92 90 97 10.1 B R 64 63 99 7.6 A Subtotal 254 247 97 9.1 A L 86 86 100 5.8 A T 61 60 98 10.0 A R 12 13 106 3.4 A Subtotal 159 159 100 7.2 A L 20 20 101 12.4 B T 172 164 95 15.3 C R 261 258 99 10.3 B Subtotal 453 442 98 12.3 B Total 1,011 992 98 10.3 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 31 33 106 1.2 A T 132 132 100 1.9 A R 2 2 100 0.7 A Subtotal 165 167 101 1.7 A L 37 35 95 1.6 A T 62 65 105 1.9 A R 59 61 103 0.6 A Subtotal 158 161 102 1.3 A L 83 80 96 9.6 A T 81 79 98 4.2 A R 12 12 98 6.1 A Subtotal 176 171 97 6.9 A L 2 1 50 5.3 A T 44 42 96 8.1 A R 108 110 102 5.2 A Subtotal 154 153 99 6.0 A Total 654 652 100 4.0 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 70 68 97 2.2 A T 149 152 102 1.1 A Subtotal 219 220 100 1.4 A T 64 68 105 2.9 A R 90 87 97 2.1 A Subtotal 154 155 101 2.5 A L 102 100 98 6.0 A R 55 57 103 2.8 A Subtotal 157 157 100 4.8 A Total 530 532 100 2.7 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 90 90 100 1.1 A R 12 13 106 0.1 A Subtotal 102 103 101 1.0 A L 69 66 96 1.8 A T 36 42 118 0.8 A Subtotal 105 108 103 1.4 A L 12 11 90 10.6 B T 8 9 106 3.1 A R 128 130 101 8.1 A Subtotal 148 150 101 8.0 A Total 356 361 102 4.1 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 2 1 50 0.5 A T 24 24 100 0.4 A R 4 4 100 0.1 A Subtotal 30 29 97 0.4 A L 29 28 96 1.0 A T 27 27 101 1.7 A R 38 38 101 0.6 A Subtotal 94 93 99 1.0 A L 15 14 95 6.0 A T 65 62 96 7.5 A R 2 2 100 4.4 A Subtotal 82 78 95 7.2 A L 3 2 67 6.6 A T 109 110 101 8.7 A R 39 41 106 4.1 A Subtotal 151 153 101 7.4 A Total 356 353 99 5.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 41 44 108 6.4 A R 10 13 127 3.4 A Subtotal 51 57 112 5.7 A L 8 7 85 5.9 A R 37 38 103 4.2 A Subtotal 45 45 100 4.5 A L 14 14 102 3.0 A T 133 138 104 2.2 A R 14 16 116 2.0 A Subtotal 161 168 104 2.2 A L 2 1 50 1.2 A T 311 308 99 0.9 A R 3 3 100 0.3 A Subtotal 316 312 99 0.9 A Total 573 582 102 2.0 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 29 96 6.0 A R 13 12 94 3.3 A Subtotal 43 41 95 5.2 A L 15 14 95 5.8 A R 37 42 114 3.7 A Subtotal 52 56 108 4.2 A L 14 14 102 1.3 A T 124 126 102 0.9 A R 14 15 109 0.3 A Subtotal 152 155 102 0.9 A L 5 5 95 0.9 A T 250 241 97 0.7 A R 6 6 96 0.1 A Subtotal 261 252 97 0.7 A Total 506 504 100 1.5 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 17 15 90 5.6 A R 17 18 107 3.4 A Subtotal 34 33 97 4.4 A T 142 142 100 0.7 A R 8 10 121 0.2 A Subtotal 150 152 101 0.7 A L 7 7 97 4.0 A T 243 235 97 3.7 A Subtotal 250 242 97 3.7 A Total 434 427 98 2.7 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 2 1 50 0.9 A T 108 107 100 0.6 A Subtotal 110 108 98 0.6 A T 92 93 101 3.7 A R 14 12 87 2.9 A Subtotal 106 105 99 3.6 A L 38 38 101 4.9 A R 6 7 112 2.8 A Subtotal 44 45 102 4.6 A Total 260 258 99 2.5 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 3 2 67 0.6 A T 79 82 103 0.3 A Subtotal 82 84 102 0.3 A T 86 86 99 0.4 A R 12 12 98 0.1 A Subtotal 98 98 100 0.4 A L 30 27 89 4.7 A R 7 7 97 2.7 A Subtotal 37 34 92 4.3 A Total 218 216 99 0.9 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 331 327 99 57.8 E T 435 435 100 36.4 D R 127 127 100 15.2 B Subtotal 893 889 100 41.2 D L 246 246 100 60.9 E T 395 398 101 40.3 D R 276 281 102 14.2 B Subtotal 917 925 101 37.8 D L 429 441 103 69.5 E T 949 943 99 29.1 C R 443 440 99 15.0 B Subtotal 1,821 1,824 100 35.5 D L 99 101 102 89.8 F T 549 557 102 34.6 C R 173 169 98 13.8 B Subtotal 821 827 101 37.1 D Total 4,452 4,465 100 37.5 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 106 105 99 25.9 C T 159 155 98 16.7 B R 32 35 109 6.2 A Subtotal 297 295 99 18.7 B L 78 73 93 22.3 C T 227 236 104 22.0 C R 274 277 101 6.6 A Subtotal 579 586 101 14.8 B L 403 393 98 28.9 C T 736 738 100 16.2 B R 184 184 100 7.2 A Subtotal 1,323 1,315 99 18.7 B L 37 38 103 23.7 C T 290 295 102 19.2 B R 71 70 99 10.2 B Subtotal 398 403 101 18.1 B Total 2,597 2,599 100 17.7 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:All-way Stop Controlled Avg %Avg LOS L 45 46 102 8.0 A T 153 150 98 12.5 B R 16 18 114 4.8 A Subtotal 214 214 100 10.9 B L 16 16 102 8.4 A T 107 100 93 11.9 B R 175 182 104 6.4 A Subtotal 298 298 100 8.4 A L 377 375 100 19.4 C T 214 216 101 10.5 B R 56 59 105 17.5 C Subtotal 647 650 100 16.3 C L 11 11 98 5.8 A T 60 59 98 9.9 A R 18 18 101 4.4 A Subtotal 89 88 99 8.3 A Total 1,248 1,250 100 12.9 B Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 13 12 94 3.8 A T 146 144 99 1.0 A R 15 14 95 0.4 A Subtotal 174 170 98 1.1 A L 80 80 100 4.0 A T 250 253 101 3.3 A R 120 126 105 1.9 A Subtotal 450 459 102 3.0 A L 35 37 105 13.0 B T 115 108 94 13.9 B R 7 8 110 8.2 A Subtotal 157 153 97 13.4 B L 20 18 91 17.2 C T 163 165 101 19.9 C R 69 66 96 12.0 B Subtotal 252 249 99 17.6 C Total 1,033 1,031 100 7.8 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 13 11 86 5.1 A T 187 189 101 5.4 A R 93 90 97 2.6 A Subtotal 293 290 99 4.5 A L 284 283 100 9.8 A T 569 569 100 6.3 A R 85 85 100 7.7 A Subtotal 938 937 100 7.5 A L 68 64 94 42.1 E T 111 106 96 25.4 D R 31 32 102 25.4 D Subtotal 210 202 96 30.7 D L 41 37 91 59.7 F T 56 54 96 71.5 F R 184 178 97 47.2 E Subtotal 281 269 96 53.8 F Total 1,720 1,698 99 17.2 C Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 11 11 98 5.2 A T 100 100 100 10.7 B R 13 14 110 3.6 A Subtotal 124 125 101 9.4 A L 214 212 99 15.5 C T 151 163 108 17.5 C R 83 82 98 13.3 B Subtotal 448 457 102 15.8 C L 78 77 98 7.6 A T 161 160 99 12.2 B R 23 21 91 5.0 A Subtotal 262 258 98 10.2 B L 8 8 97 9.3 A T 101 105 104 12.1 B R 118 117 99 6.0 A Subtotal 227 230 101 8.9 A Total 1,062 1,070 101 12.3 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 6 7 112 1.0 A T 86 88 103 0.9 A R 6 6 96 0.2 A Subtotal 98 101 103 0.9 A L 70 67 96 1.9 A T 73 69 95 2.4 A R 65 65 100 0.8 A Subtotal 208 201 97 1.7 A L 46 46 100 9.5 A T 318 318 100 4.8 A R 22 22 100 7.2 A Subtotal 386 386 100 5.5 A L 2 1 50 8.2 A T 31 32 102 7.1 A R 42 42 101 3.7 A Subtotal 75 75 100 5.2 A Total 767 763 99 3.9 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 54 51 94 3.5 A T 96 96 100 1.2 A Subtotal 150 147 98 2.0 A T 193 190 98 7.1 A R 152 151 99 4.6 A Subtotal 345 341 99 6.0 A L 143 141 99 8.8 A R 113 114 101 4.7 A Subtotal 256 255 100 7.0 A Total 751 743 99 5.6 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 61 57 94 1.0 A R 12 12 98 0.1 A Subtotal 73 69 95 0.8 A L 175 175 100 2.2 A T 132 130 99 2.2 A Subtotal 307 305 99 2.2 A L 8 6 73 10.0 A T 12 13 113 2.9 A R 89 90 101 7.2 A Subtotal 109 109 100 6.8 A Total 488 483 99 3.1 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 5 95 0.6 A T 24 23 96 0.8 A R 8 9 109 0.3 A Subtotal 37 37 100 0.7 A L 47 48 102 1.1 A T 42 47 113 0.9 A R 17 17 101 0.8 A Subtotal 106 112 106 1.0 A L 46 45 98 9.3 A T 136 136 100 10.8 B R 5 5 95 6.0 A Subtotal 187 186 99 10.3 B L 3 2 67 4.3 A T 86 86 100 8.4 A R 23 25 109 3.5 A Subtotal 112 113 101 7.2 A Total 442 448 101 6.5 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 30 99 7.3 A R 5 5 95 3.9 A Subtotal 35 35 100 6.8 A L 6 6 96 7.2 A R 25 24 96 3.5 A Subtotal 31 30 97 4.2 A L 39 37 95 3.4 A T 362 356 98 3.1 A R 39 39 101 2.0 A Subtotal 440 432 98 3.0 A L 5 6 114 1.9 A T 194 188 97 1.0 A R 11 14 124 0.3 A Subtotal 210 208 99 1.0 A Total 716 705 98 2.6 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 20 20 101 6.3 A R 7 8 110 3.8 A Subtotal 27 28 104 5.6 A L 13 12 94 6.4 A R 25 26 104 3.7 A Subtotal 38 38 100 4.6 A L 39 37 95 1.7 A T 253 247 98 1.9 A R 39 39 101 0.5 A Subtotal 331 323 98 1.7 A L 11 13 116 1.0 A T 164 161 98 0.9 A R 21 22 105 0.3 A Subtotal 196 196 100 0.8 A Total 592 585 99 1.8 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 16 16 102 5.9 A R 9 10 108 3.5 A Subtotal 25 26 104 5.0 A T 254 248 98 1.1 A R 20 19 96 0.5 A Subtotal 274 267 97 1.1 A L 15 15 102 3.7 A T 181 182 101 3.2 A Subtotal 196 197 101 3.2 A Total 494 490 99 2.1 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 8 9 109 1.3 A T 96 96 100 0.6 A Subtotal 104 105 101 0.7 A T 134 139 103 4.8 A R 43 46 108 3.9 A Subtotal 177 185 105 4.6 A L 27 28 104 5.4 A R 5 6 114 2.9 A Subtotal 32 34 106 5.0 A Total 314 324 103 3.4 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 10 10 98 0.7 A T 83 82 99 0.3 A Subtotal 93 92 99 0.3 A T 99 105 106 0.9 A R 40 40 101 0.3 A Subtotal 139 145 104 0.7 A L 23 23 100 4.7 A R 6 6 96 3.2 A Subtotal 29 29 100 4.4 A Total 261 266 102 1.0 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 331 319 96 43.6 D T 294 298 101 22.4 C R 90 94 105 5.8 A Subtotal 715 711 99 29.7 C L 80 78 97 83.1 F T 184 180 98 28.6 C R 205 210 102 14.3 B Subtotal 469 468 100 31.3 C L 199 189 95 53.8 D T 404 406 101 18.5 B R 221 224 101 5.8 A Subtotal 824 819 99 23.2 C L 117 118 101 74.7 E T 906 910 100 23.1 C R 154 156 101 10.2 B Subtotal 1,177 1,184 101 26.5 C Total 3,184 3,182 100 27.1 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 263 265 101 15.9 B T 214 215 101 10.6 B R 29 29 99 3.9 A Subtotal 506 509 101 13.0 B L 84 84 100 15.7 B T 149 148 99 16.6 B R 391 388 99 10.0 A Subtotal 624 620 99 12.3 B L 109 104 95 25.5 C T 387 398 103 9.1 A R 77 78 101 4.0 A Subtotal 573 580 101 11.4 B L 28 26 93 18.9 B T 523 530 101 16.3 B R 54 57 105 10.0 A Subtotal 605 613 101 15.8 B Total 2,309 2,322 101 13.2 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:All-way Stop Controlled Avg %Avg LOS L 108 110 102 10.9 B T 222 222 100 14.7 B R 11 13 116 9.3 A Subtotal 341 345 101 13.3 B L 10 9 88 9.6 A T 116 117 101 13.7 B R 278 275 99 8.9 A Subtotal 404 401 99 10.3 B L 125 124 99 9.5 A T 165 171 104 4.0 A R 30 32 106 7.0 A Subtotal 320 327 102 6.4 A L 11 12 107 5.9 A T 81 85 105 10.5 B R 27 30 111 4.5 A Subtotal 119 127 107 8.6 A Total 1,186 1,200 101 9.9 A Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 13 11 86 2.7 A T 249 250 100 1.3 A R 4 5 125 0.7 A Subtotal 266 266 100 1.3 A L 44 40 91 3.0 A T 88 86 98 1.4 A R 32 34 105 0.6 A Subtotal 164 160 98 1.6 A L 98 99 101 11.0 B T 108 102 94 13.1 B R 9 10 108 7.1 A Subtotal 215 211 98 11.8 B L 22 21 95 15.2 C T 177 173 98 16.9 C R 102 110 108 10.8 B Subtotal 301 304 101 14.6 B Total 947 941 99 8.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 15 16 108 6.0 A T 218 220 101 8.8 A R 38 40 106 5.6 A Subtotal 271 276 102 8.2 A L 88 88 100 5.0 A T 396 398 101 2.6 A R 38 38 101 4.9 A Subtotal 522 524 100 3.2 A L 80 72 90 6.8 A T 53 53 100 6.0 A R 23 24 104 6.5 A Subtotal 156 149 96 6.5 A L 47 48 102 6.5 A T 87 87 100 10.0 A R 271 274 101 6.3 A Subtotal 405 409 101 7.1 A Total 1,353 1,358 100 5.7 A Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 14 13 95 2.7 A T 114 111 98 5.9 A R 18 18 101 2.6 A Subtotal 146 142 97 5.2 A L 98 95 97 5.9 A T 92 90 97 6.6 A R 64 67 105 5.8 A Subtotal 254 252 99 6.1 A L 86 83 97 2.5 A T 61 61 100 5.7 A R 12 13 106 2.4 A Subtotal 159 157 99 3.7 A L 20 18 91 7.1 A T 172 174 101 9.2 A R 261 268 103 6.9 A Subtotal 453 460 102 7.8 A Total 1,011 1,011 100 6.4 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 31 33 106 1.3 A T 132 131 99 1.7 A R 2 3 150 0.6 A Subtotal 165 167 101 1.6 A L 37 36 98 1.7 A T 62 65 105 2.0 A R 59 60 101 0.7 A Subtotal 158 161 102 1.4 A L 83 86 103 8.2 A T 81 78 96 3.3 A R 12 12 98 5.9 A Subtotal 176 176 100 5.9 A L 2 2 100 8.6 A T 44 46 105 8.0 A R 108 109 101 5.3 A Subtotal 154 157 102 6.1 A Total 654 661 101 3.8 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 70 69 99 2.1 A T 149 149 100 1.2 A Subtotal 219 218 100 1.5 A T 64 66 102 2.4 A R 90 89 99 1.7 A Subtotal 154 155 101 2.0 A L 102 109 107 6.0 A R 55 54 98 2.8 A Subtotal 157 163 104 4.9 A Total 530 536 101 2.7 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 90 93 104 1.1 A R 12 14 114 0.2 A Subtotal 102 107 105 1.0 A L 69 67 97 1.8 A T 36 40 113 0.9 A Subtotal 105 107 102 1.5 A L 12 11 90 11.0 B T 8 10 118 3.8 A R 128 124 97 7.9 A Subtotal 148 145 98 7.9 A Total 356 359 101 3.9 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 2 1 50 0.6 A T 24 23 96 0.4 A R 4 4 100 0.2 A Subtotal 30 28 93 0.4 A L 29 29 99 1.2 A T 27 26 97 1.4 A R 38 36 95 0.4 A Subtotal 94 91 97 0.9 A L 15 13 88 6.8 A T 65 65 100 7.2 A R 2 2 100 2.2 A Subtotal 82 80 98 7.0 A L 3 2 67 7.6 A T 109 108 99 8.8 A R 39 39 101 3.9 A Subtotal 151 149 99 7.5 A Total 356 348 98 5.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 41 40 98 6.6 A R 10 11 107 3.1 A Subtotal 51 51 100 5.8 A L 8 7 85 6.6 A R 37 36 98 4.1 A Subtotal 45 43 96 4.5 A L 14 13 95 1.9 A T 133 136 102 1.3 A R 14 13 95 0.7 A Subtotal 161 162 101 1.3 A L 2 1 50 0.8 A T 311 317 102 0.9 A R 3 4 133 0.5 A Subtotal 316 322 102 0.9 A Total 573 578 101 1.7 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 30 99 6.0 A R 13 12 94 3.4 A Subtotal 43 42 98 5.3 A L 15 15 102 6.0 A R 37 37 101 3.9 A Subtotal 52 52 100 4.5 A L 14 12 87 1.5 A T 124 126 102 0.9 A R 14 15 109 0.3 A Subtotal 152 153 101 0.9 A L 5 5 95 0.8 A T 250 254 102 0.8 A R 6 7 112 0.2 A Subtotal 261 266 102 0.8 A Total 506 513 101 1.5 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 17 15 90 5.5 A R 17 17 101 3.4 A Subtotal 34 32 94 4.4 A T 142 141 99 0.7 A R 8 11 133 0.3 A Subtotal 150 152 101 0.7 A L 7 7 97 1.2 A T 243 249 102 0.7 A Subtotal 250 256 102 0.7 A Total 434 440 101 1.0 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 2 2 100 1.3 A T 108 105 98 0.6 A Subtotal 110 107 97 0.6 A T 92 92 99 0.6 A R 14 13 95 0.5 A Subtotal 106 105 99 0.6 A L 38 38 101 4.9 A R 6 6 96 2.9 A Subtotal 44 44 100 4.6 A Total 260 256 99 1.3 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 3 3 100 0.3 A T 79 77 97 0.3 A Subtotal 82 80 98 0.3 A T 86 84 97 0.4 A R 12 13 106 0.1 A Subtotal 98 97 99 0.4 A L 30 30 99 4.5 A R 7 7 97 2.9 A Subtotal 37 37 100 4.2 A Total 218 214 98 1.0 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 331 324 98 62.3 E T 435 434 100 36.3 D R 127 124 97 15.8 B Subtotal 893 882 99 43.0 D L 246 242 98 62.1 E T 395 395 100 39.5 D R 276 286 104 14.2 B Subtotal 917 923 101 37.6 D L 429 436 102 67.5 E T 949 946 100 29.5 C R 443 448 101 16.1 B Subtotal 1,821 1,830 100 35.3 D L 99 100 101 92.7 F T 549 546 99 34.3 C R 173 172 99 12.6 B Subtotal 821 818 100 36.9 D Total 4,452 4,453 100 37.7 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 106 104 98 25.3 C T 159 153 96 17.7 B R 32 29 90 7.0 A Subtotal 297 286 96 19.4 B L 78 81 104 22.0 C T 227 222 98 21.0 C R 274 270 98 6.2 A Subtotal 579 573 99 14.2 B L 403 399 99 28.2 C T 736 735 100 15.8 B R 184 180 98 7.2 A Subtotal 1,323 1,314 99 18.4 B L 37 34 93 22.2 C T 290 289 100 18.8 B R 71 72 101 8.8 A Subtotal 398 395 99 17.3 B Total 2,597 2,568 99 17.4 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:All-way Stop Controlled Avg %Avg LOS L 45 42 93 8.5 A T 153 156 102 13.3 B R 16 15 95 5.7 A Subtotal 214 213 100 11.8 B L 16 15 95 9.2 A T 107 108 101 12.0 B R 175 180 103 6.4 A Subtotal 298 303 102 8.5 A L 377 383 102 22.4 C T 214 207 97 11.9 B R 56 57 101 18.6 C Subtotal 647 647 100 18.7 C L 11 11 98 4.8 A T 60 57 95 10.0 A R 18 18 101 4.7 A Subtotal 89 86 97 8.2 A Total 1,248 1,249 100 14.4 B Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 13 12 94 4.0 A T 146 141 97 1.2 A R 15 16 108 0.4 A Subtotal 174 169 97 1.3 A L 80 74 92 3.9 A T 250 245 98 3.2 A R 120 121 101 1.9 A Subtotal 450 440 98 3.0 A L 35 35 99 12.3 B T 115 116 101 13.6 B R 7 8 110 7.3 A Subtotal 157 159 101 13.0 B L 20 20 101 14.3 B T 163 165 101 18.0 C R 69 71 103 10.2 B Subtotal 252 256 102 15.5 C Total 1,033 1,024 99 7.4 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 13 12 94 5.9 A T 187 180 96 9.7 A R 93 97 105 6.6 A Subtotal 293 289 99 8.5 A L 284 292 103 12.3 B T 569 567 100 8.3 A R 85 83 98 11.6 B Subtotal 938 942 100 9.8 A L 68 64 94 8.5 A T 111 113 102 7.1 A R 31 30 96 8.0 A Subtotal 210 207 99 7.7 A L 41 36 88 4.3 A T 56 56 100 7.6 A R 184 185 101 4.3 A Subtotal 281 277 99 5.0 A Total 1,720 1,715 100 8.6 A Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 11 11 98 2.7 A T 100 94 94 6.2 A R 13 14 110 3.1 A Subtotal 124 119 96 5.5 A L 214 202 95 7.9 A T 151 152 101 9.9 A R 83 81 97 7.9 A Subtotal 448 435 97 8.6 A L 78 77 98 4.0 A T 161 166 103 7.4 A R 23 24 104 4.3 A Subtotal 262 267 102 6.1 A L 8 8 97 5.3 A T 101 102 101 6.6 A R 118 118 100 4.5 A Subtotal 227 228 100 5.5 A Total 1,062 1,049 99 7.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 6 4 64 0.8 A T 86 82 96 0.9 A R 6 7 112 0.2 A Subtotal 98 93 95 0.8 A L 70 68 97 1.8 A T 73 75 103 2.6 A R 65 66 102 0.9 A Subtotal 208 209 100 1.8 A L 46 45 98 8.6 A T 318 317 100 3.7 A R 22 20 91 6.2 A Subtotal 386 382 99 4.4 A L 2 1 50 7.3 A T 31 28 90 6.7 A R 42 42 101 3.8 A Subtotal 75 71 95 5.0 A Total 767 755 98 3.3 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 54 54 100 3.6 A T 96 87 91 1.3 A Subtotal 150 141 94 2.2 A T 193 184 95 5.6 A R 152 151 99 3.1 A Subtotal 345 335 97 4.5 A L 143 147 103 9.2 A R 113 115 102 4.6 A Subtotal 256 262 102 7.2 A Total 751 738 98 5.0 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 61 57 94 1.0 A R 12 14 114 0.1 A Subtotal 73 71 97 0.8 A L 175 169 96 2.2 A T 132 132 100 2.1 A Subtotal 307 301 98 2.2 A L 8 8 97 9.7 A T 12 14 122 2.7 A R 89 83 94 6.8 A Subtotal 109 105 96 6.5 A Total 488 477 98 2.9 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 5 95 0.5 A T 24 20 83 0.8 A R 8 9 109 0.2 A Subtotal 37 34 92 0.6 A L 47 49 104 1.1 A T 42 39 93 1.0 A R 17 17 101 0.4 A Subtotal 106 105 99 0.9 A L 46 42 91 8.5 A T 136 137 100 10.7 B R 5 6 114 5.1 A Subtotal 187 185 99 10.0 A L 3 3 100 6.3 A T 86 82 96 8.3 A R 23 25 109 3.8 A Subtotal 112 110 98 7.2 A Total 442 434 98 6.4 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 28 93 6.9 A R 5 5 95 4.1 A Subtotal 35 33 94 6.5 A L 6 7 112 6.7 A R 25 25 100 3.4 A Subtotal 31 32 103 4.1 A L 39 39 101 3.2 A T 362 374 103 3.1 A R 39 38 98 1.9 A Subtotal 440 451 103 3.0 A L 5 5 95 1.7 A T 194 193 99 0.9 A R 11 11 98 0.3 A Subtotal 210 209 100 0.9 A Total 716 725 101 2.6 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 20 22 111 7.2 A R 7 9 124 3.3 A Subtotal 27 31 115 6.1 A L 13 12 94 5.9 A R 25 24 96 3.2 A Subtotal 38 36 95 4.1 A L 39 41 106 2.1 A T 253 260 103 2.1 A R 39 41 106 0.7 A Subtotal 331 342 103 1.9 A L 11 12 107 2.1 A T 164 161 98 0.9 A R 21 21 100 0.2 A Subtotal 196 194 99 0.9 A Total 592 603 102 2.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 16 14 89 6.3 A R 9 9 97 3.6 A Subtotal 25 23 92 5.2 A T 254 258 102 1.2 A R 20 21 106 0.5 A Subtotal 274 279 102 1.1 A L 15 14 95 1.7 A T 181 181 100 0.7 A Subtotal 196 195 99 0.8 A Total 494 497 101 1.2 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 8 9 109 1.1 A T 96 90 94 0.6 A Subtotal 104 99 95 0.6 A T 134 136 101 1.2 A R 43 45 105 0.5 A Subtotal 177 181 102 1.0 A L 27 29 107 5.1 A R 5 6 114 2.9 A Subtotal 32 35 109 4.7 A Total 314 315 100 1.3 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Existing (2021) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 10 8 78 0.6 A T 83 80 97 0.3 A Subtotal 93 88 95 0.3 A T 99 98 99 1.0 A R 40 42 106 0.4 A Subtotal 139 140 101 0.8 A L 23 21 91 4.8 A R 6 7 112 3.3 A Subtotal 29 28 97 4.4 A Total 261 256 98 1.0 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 340 343 101 52.1 D T 280 285 102 23.9 C R 107 110 103 5.9 A Subtotal 727 738 102 34.3 C L 106 105 99 75.9 E T 218 220 101 31.9 C R 230 231 100 16.6 B Subtotal 554 556 100 33.9 C L 225 227 101 54.2 D T 433 430 99 20.0 B R 250 246 98 6.8 A Subtotal 908 903 99 25.0 C L 139 136 98 72.4 E T 1,102 1,110 101 22.9 C R 200 203 101 11.7 B Subtotal 1,441 1,449 101 26.0 C Total 3,631 3,646 100 28.7 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 275 279 101 22.0 C T 210 208 99 13.0 B R 11 12 107 4.5 A Subtotal 496 499 101 17.8 B L 100 99 99 17.4 B T 173 175 101 20.6 C R 440 457 104 15.3 B Subtotal 713 731 103 16.9 B L 125 116 93 32.9 C T 446 451 101 12.8 B R 75 78 104 3.9 A Subtotal 646 645 100 15.3 B L 26 23 88 21.9 C T 726 716 99 19.1 B R 65 68 105 13.0 B Subtotal 817 807 99 18.7 B Total 2,672 2,682 100 17.2 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:All-way Stop Controlled Avg %Avg LOS L 135 126 94 20.6 C T 272 279 102 24.1 C R 15 18 122 15.5 C Subtotal 422 423 100 22.7 C L 15 15 102 97.2 F T 156 152 97 98.3 F R 442 440 99 91.1 F Subtotal 613 607 99 93.1 F L 186 189 102 15.6 C T 184 184 100 7.2 A R 40 40 101 12.5 B Subtotal 410 413 101 11.6 B L 15 14 95 9.4 A T 125 127 102 13.8 B R 45 45 100 7.7 A Subtotal 185 186 101 12.0 B Total 1,629 1,629 100 45.5 E Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 15 14 95 2.8 A T 310 304 98 1.5 A R 5 7 133 0.7 A Subtotal 330 325 98 1.5 A L 50 52 104 3.5 A T 110 110 100 1.8 A R 40 39 98 1.0 A Subtotal 200 201 101 2.1 A L 120 114 95 17.4 C T 125 130 104 18.2 C R 10 11 107 12.9 B Subtotal 255 255 100 17.6 C L 25 26 104 22.4 C T 195 195 100 25.8 D R 115 115 100 19.3 C Subtotal 335 336 100 23.3 C Total 1,119 1,117 100 11.9 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 20 20 101 5.2 A T 270 273 101 5.2 A R 40 41 103 2.6 A Subtotal 330 334 101 4.9 A L 50 49 98 5.2 A T 512 508 99 2.0 A R 45 43 96 2.6 A Subtotal 607 600 99 2.3 A L 100 102 102 15.0 B T 50 55 110 8.5 A R 30 33 109 10.0 A Subtotal 180 190 106 12.3 B L 40 38 96 17.6 C T 70 68 97 21.6 C R 180 184 102 14.1 B Subtotal 290 290 100 16.3 C Total 1,407 1,414 101 7.1 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 5 5 95 6.3 A T 70 71 101 10.7 B R 20 23 116 3.3 A Subtotal 95 99 104 8.8 A L 120 123 102 9.9 A T 99 100 101 8.8 A R 55 54 98 8.4 A Subtotal 274 277 101 9.2 A L 40 40 101 7.0 A T 70 71 101 11.1 B R 5 6 114 5.1 A Subtotal 115 117 102 9.4 A L 25 24 96 14.6 B T 215 216 100 16.8 C R 325 324 100 12.4 B Subtotal 565 564 100 14.2 B Total 1,050 1,057 101 11.9 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 40 40 101 1.5 A T 165 168 102 2.3 A R 5 6 114 0.5 A Subtotal 210 214 102 2.1 A L 45 42 93 1.7 A T 96 94 98 1.6 A R 70 68 97 0.9 A Subtotal 211 204 97 1.4 A L 100 100 100 11.5 B T 95 100 105 5.2 A R 15 16 108 7.4 A Subtotal 210 216 103 8.3 A L 5 5 95 8.6 A T 55 55 100 8.6 A R 135 131 97 5.9 A Subtotal 195 191 98 6.7 A Total 826 825 100 4.6 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 80 80 100 2.3 A T 185 188 102 1.3 A Subtotal 265 268 101 1.6 A T 75 75 100 2.8 A R 100 98 98 2.1 A Subtotal 175 173 99 2.4 A L 120 120 100 7.1 A R 65 69 107 3.1 A Subtotal 185 189 102 5.6 A Total 625 630 101 3.0 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 110 110 100 1.4 A R 15 16 108 0.2 A Subtotal 125 126 101 1.2 A L 85 86 101 2.0 A T 36 36 100 0.8 A Subtotal 121 122 101 1.6 A L 10 10 98 12.3 B T 10 9 92 3.2 A R 155 159 102 8.8 A Subtotal 175 178 102 8.7 A Total 420 426 101 4.5 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 4 76 0.4 A T 25 25 100 0.7 A R 5 6 114 0.1 A Subtotal 35 35 100 0.6 A L 30 28 93 1.1 A T 30 29 98 1.4 A R 35 40 113 0.4 A Subtotal 95 97 102 0.9 A L 15 13 88 6.6 A T 80 83 104 7.9 A R 5 5 95 4.3 A Subtotal 100 101 101 7.6 A L 5 5 95 6.0 A T 135 135 100 9.2 A R 45 48 107 4.9 A Subtotal 185 188 102 8.0 A Total 415 421 101 5.7 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 360 361 100 103.2 F T 493 494 100 41.5 D R 154 154 100 18.5 B Subtotal 1,007 1,009 100 60.1 E L 299 298 100 75.1 E T 405 402 99 41.5 D R 310 313 101 16.5 B Subtotal 1,014 1,013 100 43.7 D L 465 463 100 78.2 E T 1,009 993 98 31.6 C R 475 482 101 17.8 B Subtotal 1,949 1,938 99 39.3 D L 119 116 97 85.2 F T 590 581 99 36.2 D R 213 214 100 15.9 B Subtotal 922 911 99 37.7 D Total 4,892 4,871 100 44.4 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 95 90 94 27.8 C T 163 158 97 20.8 C R 25 23 93 6.5 A Subtotal 283 271 96 21.9 C L 95 94 99 25.8 C T 222 220 99 23.1 C R 300 311 104 7.8 A Subtotal 617 625 101 15.9 B L 440 442 100 35.4 D T 852 832 98 24.9 C R 170 173 102 10.5 B Subtotal 1,462 1,447 99 26.4 C L 18 16 88 29.4 C T 418 407 97 21.2 C R 90 91 101 12.7 B Subtotal 526 514 98 20.0 B Total 2,888 2,857 99 22.6 C Volume Served Delay/Veh (sec) NB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SB EB WB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:All-way Stop Controlled Avg %Avg LOS L 55 52 94 12.9 B T 193 200 104 17.0 C R 25 24 97 9.0 A Subtotal 273 276 101 15.5 C L 25 27 109 20.5 C T 136 137 101 23.0 C R 290 289 100 15.8 C Subtotal 451 453 100 18.3 C L 573 468 82 306.6 F T 200 161 80 245.5 F R 70 56 80 308.2 F Subtotal 843 685 81 292.4 F L 15 17 111 7.9 A T 90 89 99 12.5 B R 25 26 105 6.8 A Subtotal 130 132 102 10.8 B Total 1,698 1,546 91 146.4 F Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 15 17 111 4.9 A T 180 179 100 1.4 A R 20 20 101 0.9 A Subtotal 215 216 100 1.6 A L 85 86 101 4.8 A T 310 313 101 4.1 A R 150 147 98 2.5 A Subtotal 545 546 100 3.8 A L 45 46 102 18.7 C T 115 119 103 18.8 C R 10 11 107 9.6 A Subtotal 170 176 104 18.2 C L 25 25 101 27.4 D T 185 192 104 32.3 D R 75 78 104 22.8 C Subtotal 285 295 104 29.4 D Total 1,214 1,233 102 11.7 B Volume Served Delay/Veh (sec) NB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SB EB WB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 15 16 105 6.9 A T 235 236 100 5.4 A R 90 91 101 3.0 A Subtotal 340 343 101 4.8 A L 180 182 101 9.4 A T 714 709 99 5.8 A R 105 105 100 6.4 A Subtotal 999 996 100 6.5 A L 85 83 98 41.0 E T 95 96 101 15.8 C R 40 45 112 29.3 D Subtotal 220 224 102 27.8 D L 35 34 97 33.4 D T 40 42 105 43.2 E R 115 113 98 24.6 C Subtotal 190 189 99 30.3 D Total 1,749 1,752 100 11.6 B Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 5 6 120 4.4 A T 76 75 99 10.3 B R 15 16 105 3.9 A Subtotal 96 97 101 8.9 A L 265 272 103 14.3 B T 116 109 94 15.6 C R 30 27 91 11.6 B Subtotal 411 408 99 14.5 B L 50 47 94 9.5 A T 244 247 101 11.9 B R 10 12 117 7.2 A Subtotal 304 306 101 11.3 B L 5 5 100 7.4 A T 120 120 100 12.0 B R 145 136 94 6.5 A Subtotal 270 261 97 9.0 A Total 1,081 1,072 99 11.8 B Volume Served Delay/Veh (sec) NB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SB EB WB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 10 8 78 0.7 A T 105 108 103 1.2 A R 10 10 98 0.3 A Subtotal 125 126 101 1.1 A L 85 79 93 2.0 A T 90 90 100 2.7 A R 75 72 96 1.0 A Subtotal 250 241 96 2.0 A L 55 55 100 11.8 B T 395 403 102 5.3 A R 25 26 105 7.7 A Subtotal 475 484 102 6.2 A L 5 4 80 6.5 A T 35 34 97 7.6 A R 50 52 103 4.0 A Subtotal 90 90 100 5.5 A Total 941 941 100 4.3 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 65 65 100 5.0 A T 110 112 102 1.9 A Subtotal 175 177 101 3.0 A T 235 238 101 8.5 A R 180 180 100 5.2 A Subtotal 415 418 101 7.1 A L 165 168 102 13.9 B R 135 138 102 5.6 A Subtotal 300 306 102 10.2 B Total 890 901 101 7.4 A Volume Served Delay/Veh (sec) NB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SB EB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 65 64 99 1.2 A R 10 11 107 0.1 A Subtotal 75 75 100 1.0 A L 215 222 103 2.6 A T 155 153 99 2.9 A Subtotal 370 375 101 2.7 A L 10 11 107 13.5 B T 10 11 105 2.7 A R 110 112 102 7.6 A Subtotal 130 134 103 7.7 A Total 576 584 101 3.7 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 10 10 98 0.6 A T 20 19 96 0.8 A R 10 11 107 0.2 A Subtotal 40 40 100 0.6 A L 55 51 92 1.0 A T 50 47 95 1.1 A R 15 17 111 0.5 A Subtotal 120 115 96 1.0 A L 45 46 102 10.0 A T 170 174 102 11.8 B R 10 12 117 7.5 A Subtotal 225 232 103 11.2 B L 5 5 100 7.2 A T 105 106 101 8.7 A R 25 25 101 4.5 A Subtotal 135 136 101 7.9 A Total 520 523 101 7.3 A Volume Served Delay/Veh (sec) NB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SB EB WB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 340 346 102 53.7 D T 280 272 97 23.4 C R 107 110 103 5.9 A Subtotal 727 728 100 35.2 D L 106 100 94 80.4 F T 218 220 101 31.5 C R 230 228 99 17.3 B Subtotal 554 548 99 34.5 C L 225 225 100 55.0 D T 433 434 100 20.1 C R 250 258 103 7.1 A Subtotal 908 917 101 25.0 C L 139 130 94 71.4 E T 1,102 1,099 100 22.0 C R 200 203 101 11.3 B Subtotal 1,441 1,432 99 25.0 C Total 3,631 3,625 100 28.6 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 275 271 98 20.3 C T 210 213 102 13.3 B R 11 9 80 4.9 A Subtotal 496 493 99 17.0 B L 100 104 104 18.0 B T 173 172 99 21.0 C R 440 443 101 15.2 B Subtotal 713 719 101 17.0 B L 125 122 98 33.1 C T 446 451 101 13.2 B R 75 75 100 4.4 A Subtotal 646 648 100 15.9 B L 26 29 112 22.5 C T 726 719 99 20.4 C R 65 68 105 14.6 B Subtotal 817 816 100 20.0 B Total 2,672 2,676 100 17.6 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 135 135 100 29.5 C T 272 278 102 13.5 B R 15 15 102 6.7 A Subtotal 422 428 101 18.3 B L 15 13 88 15.2 B T 156 156 100 11.5 B R 442 442 100 7.8 A Subtotal 613 611 100 8.9 A L 186 188 101 20.0 B T 184 188 102 5.9 A R 40 43 108 5.9 A Subtotal 410 419 102 12.2 B L 15 15 102 19.8 B T 125 126 101 19.5 B R 45 46 102 10.2 B Subtotal 185 187 101 17.2 B Total 1,629 1,645 101 13.2 B Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 15 14 95 3.1 A T 310 311 100 1.4 A R 5 5 95 0.6 A Subtotal 330 330 100 1.5 A L 50 46 92 3.5 A T 110 106 97 1.6 A R 40 42 106 0.9 A Subtotal 200 194 97 1.9 A L 120 123 102 18.8 C T 125 128 102 20.5 C R 10 11 107 13.7 B Subtotal 255 262 103 19.4 C L 25 26 104 16.6 C T 195 195 100 21.3 C R 115 113 98 8.3 A Subtotal 335 334 100 16.5 C Total 1,119 1,120 100 10.3 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 20 17 86 4.8 A T 270 265 98 5.0 A R 40 45 113 2.8 A Subtotal 330 327 99 4.7 A L 50 52 104 4.6 A T 512 509 99 1.8 A R 45 48 107 2.2 A Subtotal 607 609 100 2.1 A L 100 98 98 13.7 B T 50 50 100 8.0 A R 30 32 106 6.5 A Subtotal 180 180 100 10.8 B L 40 41 103 12.0 B T 70 65 93 21.4 C R 180 192 107 13.9 B Subtotal 290 298 103 15.3 C Total 1,407 1,414 101 6.6 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 5 6 114 4.3 A T 70 66 94 10.2 B R 20 21 106 3.0 A Subtotal 95 93 98 8.2 A L 120 118 98 9.4 A T 99 98 99 8.6 A R 55 57 103 8.1 A Subtotal 274 273 100 8.8 A L 40 42 106 7.0 A T 70 73 104 11.2 B R 5 7 133 5.3 A Subtotal 115 122 106 9.4 A L 25 26 104 15.5 C T 215 222 103 18.1 C R 325 329 101 13.2 B Subtotal 565 577 102 15.2 C Total 1,050 1,065 101 12.3 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 40 37 93 1.7 A T 165 168 102 2.2 A R 5 6 114 0.5 A Subtotal 210 211 100 2.1 A L 45 46 102 2.8 A T 96 93 97 2.4 A R 70 74 106 1.6 A Subtotal 211 213 101 2.2 A L 100 100 100 11.8 B T 95 100 105 5.0 A R 15 14 95 7.7 A Subtotal 210 214 102 8.4 A L 5 5 95 9.0 A T 55 62 112 9.2 A R 135 142 105 6.0 A Subtotal 195 209 107 7.0 A Total 826 847 103 5.0 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 80 75 93 2.3 A T 185 184 100 1.3 A Subtotal 265 259 98 1.6 A T 75 76 101 3.0 A R 100 98 98 1.9 A Subtotal 175 174 99 2.4 A L 120 117 98 7.0 A R 65 68 105 3.2 A Subtotal 185 185 100 5.6 A Total 625 618 99 3.0 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 110 104 95 1.3 A R 15 15 102 0.2 A Subtotal 125 119 95 1.2 A L 85 87 103 2.0 A T 36 38 106 1.1 A Subtotal 121 125 103 1.7 A L 10 9 88 11.4 B T 10 11 113 3.1 A R 155 154 99 8.5 A Subtotal 175 174 99 8.3 A Total 420 418 99 4.4 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 4 76 0.6 A T 25 25 100 0.6 A R 5 6 114 0.0 A Subtotal 35 35 100 0.5 A L 30 28 93 1.3 A T 30 32 108 1.0 A R 35 37 105 0.5 A Subtotal 95 97 102 0.9 A L 15 12 81 6.4 A T 80 84 106 7.6 A R 5 6 114 5.0 A Subtotal 100 102 102 7.3 A L 5 6 114 7.4 A T 135 134 99 9.3 A R 45 47 104 4.5 A Subtotal 185 187 101 8.0 A Total 415 421 101 5.6 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 360 363 101 99.7 F T 493 500 101 40.0 D R 154 158 102 18.6 B Subtotal 1,007 1,021 101 57.9 E L 299 287 96 70.5 E T 405 411 102 41.9 D R 310 304 98 15.8 B Subtotal 1,014 1,002 99 42.2 D L 465 468 101 81.7 F T 1,009 1,009 100 32.0 C R 475 464 98 18.1 B Subtotal 1,949 1,941 100 40.7 D L 119 116 98 93.2 F T 590 586 99 36.5 D R 213 213 100 16.2 B Subtotal 922 915 99 39.0 D Total 4,892 4,879 100 44.4 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 95 95 100 29.1 C T 163 166 102 20.8 C R 25 26 105 8.9 A Subtotal 283 287 101 22.5 C L 95 96 101 25.0 C T 222 222 100 24.8 C R 300 304 101 8.3 A Subtotal 617 622 101 16.8 B L 440 448 102 34.1 C T 853 840 99 21.7 C R 170 170 100 9.0 A Subtotal 1,463 1,458 100 24.0 C L 18 17 93 31.4 C T 418 421 101 22.4 C R 90 92 102 14.3 B Subtotal 526 530 101 21.3 C Total 2,889 2,897 100 21.8 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 55 57 103 27.0 C T 193 187 97 20.5 C R 25 24 97 11.4 B Subtotal 273 268 98 21.1 C L 25 21 85 26.4 C T 136 136 100 18.0 B R 290 295 102 6.2 A Subtotal 451 452 100 10.7 B L 573 559 98 20.0 B T 200 201 101 7.9 A R 70 66 94 6.6 A Subtotal 843 826 98 16.0 B L 15 16 105 36.1 D T 90 86 96 26.4 C R 25 26 105 12.5 B Subtotal 130 128 98 24.8 C Total 1,697 1,674 99 16.1 B Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 15 14 92 5.5 A T 180 172 96 1.3 A R 20 21 104 0.5 A Subtotal 215 207 96 1.5 A L 85 85 100 4.5 A T 310 305 98 4.0 A R 150 148 99 2.2 A Subtotal 545 538 99 3.6 A L 45 41 91 16.8 C T 115 118 102 17.9 C R 10 10 98 11.5 B Subtotal 170 169 99 17.3 C L 25 23 93 22.4 C T 185 174 94 25.6 D R 75 78 104 5.9 A Subtotal 285 275 96 19.7 C Total 1,215 1,189 98 9.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 15 14 92 5.0 A T 235 237 101 5.1 A R 90 94 104 2.9 A Subtotal 340 345 101 4.5 A L 180 183 102 7.7 A T 714 704 99 3.3 A R 105 104 99 3.8 A Subtotal 999 991 99 4.2 A L 85 88 104 22.6 C T 96 96 101 9.5 A R 40 39 98 8.3 A Subtotal 221 223 101 14.5 B L 35 35 101 18.3 C T 40 40 100 26.2 D R 115 116 101 12.7 B Subtotal 190 191 101 16.6 C Total 1,749 1,750 100 6.9 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 5 5 100 4.8 A T 76 79 104 10.5 B R 15 16 105 3.8 A Subtotal 96 100 104 9.1 A L 265 267 101 15.0 B T 115 116 101 16.2 C R 30 28 94 13.3 B Subtotal 410 411 100 15.2 C L 50 50 100 11.4 B T 244 251 103 12.8 B R 10 11 107 9.0 A Subtotal 304 312 103 12.4 B L 5 5 100 8.9 A T 120 123 103 12.3 B R 145 145 100 7.2 A Subtotal 270 273 101 9.5 A Total 1,080 1,096 101 12.5 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 10 11 107 1.4 A T 105 100 95 1.3 A R 10 11 107 0.4 A Subtotal 125 122 98 1.2 A L 85 81 96 3.3 A T 90 93 103 4.3 A R 75 73 98 2.0 A Subtotal 250 247 99 3.3 A L 55 51 92 11.2 B T 395 411 104 5.7 A R 25 25 101 7.9 A Subtotal 475 487 103 6.4 A L 5 5 100 5.1 A T 35 34 98 7.9 A R 50 54 108 4.1 A Subtotal 90 93 103 5.5 A Total 940 949 101 4.8 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 65 63 97 4.7 A T 110 112 102 1.8 A Subtotal 175 175 100 2.8 A T 236 238 101 7.7 A R 180 172 96 4.2 A Subtotal 416 410 99 6.2 A L 165 166 101 12.8 B R 135 132 98 5.5 A Subtotal 300 298 99 9.6 A Total 890 883 99 6.7 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 65 65 100 1.1 A R 10 9 88 0.1 A Subtotal 75 74 99 1.0 A L 215 217 101 2.6 A T 155 153 99 3.0 A Subtotal 370 370 100 2.8 A L 10 8 78 11.7 B T 10 12 114 2.5 A R 110 110 100 7.1 A Subtotal 130 130 100 7.0 A Total 576 574 100 3.5 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 10 9 88 0.5 A T 20 23 114 0.8 A R 10 12 117 0.2 A Subtotal 40 44 110 0.6 A L 55 54 98 1.4 A T 50 51 102 1.2 A R 15 18 118 0.6 A Subtotal 120 123 103 1.2 A L 45 45 100 9.7 A T 170 169 100 11.6 B R 10 10 98 7.8 A Subtotal 225 224 100 11.0 B L 5 5 100 6.4 A T 105 102 97 8.4 A R 25 27 109 3.6 A Subtotal 135 134 99 7.4 A Total 521 525 101 7.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 397 388 98 49.7 D T 349 353 101 25.6 C R 107 110 103 7.1 A Subtotal 853 851 100 34.2 C L 114 112 98 69.9 E T 245 244 100 32.6 C R 230 230 100 17.5 B Subtotal 589 586 99 33.8 C L 225 231 103 62.7 E T 440 447 102 21.0 C R 272 271 100 7.8 A Subtotal 937 949 101 27.4 C L 139 139 100 73.7 E T 1,121 1,100 98 23.7 C R 223 220 99 12.7 B Subtotal 1,483 1,459 98 26.8 C Total 3,863 3,845 100 29.7 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 317 306 97 22.1 C T 256 250 98 13.0 B R 33 34 102 5.4 A Subtotal 606 590 97 17.3 B L 100 102 102 18.3 B T 191 192 101 22.6 C R 440 438 100 16.4 B Subtotal 731 732 100 18.3 B L 125 122 98 37.4 D T 446 455 102 13.7 B R 90 90 100 4.4 A Subtotal 661 667 101 16.8 B L 35 39 111 26.3 C T 726 715 98 21.9 C R 65 65 100 16.1 B Subtotal 826 819 99 21.6 C Total 2,824 2,808 99 18.7 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 135 132 98 29.2 C T 274 265 97 13.9 B R 17 18 107 8.4 A Subtotal 426 415 97 18.5 B L 15 15 102 16.0 B T 156 154 99 11.6 B R 449 445 99 7.7 A Subtotal 620 614 99 8.9 A L 203 208 102 19.4 B T 188 188 100 5.6 A R 40 42 106 6.0 A Subtotal 431 438 102 12.2 B L 16 16 102 18.4 B T 127 122 96 19.9 B R 45 43 96 10.5 B Subtotal 188 181 96 17.5 B Total 1,666 1,648 99 13.2 B Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 15 15 102 2.9 A T 310 299 97 1.5 A R 5 5 95 0.7 A Subtotal 330 319 97 1.6 A L 54 59 109 3.2 A T 110 111 101 1.7 A R 40 41 103 0.9 A Subtotal 204 211 103 2.0 A L 120 117 98 19.9 C T 133 133 100 20.9 C R 10 10 98 15.4 C Subtotal 263 260 99 20.2 C L 25 26 104 16.7 C T 216 219 101 21.8 C R 125 126 101 8.1 A Subtotal 366 371 101 16.8 C Total 1,163 1,161 100 10.7 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 20 18 91 6.0 A T 270 266 99 10.2 B R 47 50 106 6.4 A Subtotal 337 334 99 9.4 A L 99 96 97 5.7 A T 512 512 100 3.0 A R 45 44 98 5.4 A Subtotal 656 652 99 3.6 A L 100 99 99 7.4 A T 62 65 104 6.6 A R 30 33 109 7.2 A Subtotal 192 197 103 7.1 A L 56 51 91 8.3 A T 101 106 105 12.0 B R 306 308 101 9.0 A Subtotal 463 465 100 9.6 A Total 1,648 1,648 100 6.9 A Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 17 18 107 3.1 A T 126 127 101 6.2 A R 22 22 100 3.1 A Subtotal 165 167 101 5.5 A L 120 121 101 6.8 A T 120 118 98 6.9 A R 76 80 105 6.6 A Subtotal 316 319 101 6.8 A L 95 93 98 2.7 A T 74 72 97 5.9 A R 13 12 94 2.6 A Subtotal 182 177 97 4.0 A L 26 24 92 9.7 A T 216 210 97 11.1 B R 325 316 97 8.8 A Subtotal 567 550 97 9.7 A Total 1,230 1,213 99 7.5 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 40 39 98 1.7 A T 165 162 98 2.1 A R 5 4 76 0.7 A Subtotal 210 205 98 2.0 A L 45 45 100 2.8 A T 96 96 100 2.6 A R 71 70 99 1.4 A Subtotal 212 211 100 2.2 A L 104 98 94 10.4 B T 97 99 102 4.1 A R 15 16 108 6.5 A Subtotal 216 213 99 7.2 A L 5 4 76 8.0 A T 56 57 101 9.2 A R 135 136 101 6.3 A Subtotal 196 197 101 7.2 A Total 834 826 99 4.7 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 84 82 97 2.6 A T 188 191 102 1.5 A Subtotal 272 273 100 1.8 A T 81 82 101 2.8 A R 111 109 98 2.0 A Subtotal 192 191 99 2.3 A L 125 118 94 7.4 A R 66 70 106 3.3 A Subtotal 191 188 98 5.9 A Total 654 652 100 3.1 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 112 112 100 1.4 A R 17 16 96 0.2 A Subtotal 129 128 99 1.3 A L 86 88 103 2.1 A T 40 43 106 1.0 A Subtotal 126 131 104 1.7 A L 14 14 102 12.3 B T 10 10 98 3.0 A R 159 160 101 8.9 A Subtotal 183 184 101 8.8 A Total 438 443 101 4.6 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 4 76 0.6 A T 27 26 96 0.6 A R 5 6 114 0.1 A Subtotal 37 36 97 0.5 A L 33 33 99 1.4 A T 36 39 107 1.3 A R 43 42 98 0.6 A Subtotal 112 114 102 1.1 A L 18 18 101 7.1 A T 80 82 102 7.6 A R 5 6 114 5.3 A Subtotal 103 106 103 7.4 A L 5 6 114 6.3 A T 135 139 103 9.3 A R 46 47 102 4.9 A Subtotal 186 192 103 8.1 A Total 439 448 102 5.6 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 41 40 98 6.9 A R 10 11 107 3.3 A Subtotal 51 51 100 6.1 A L 8 8 97 7.1 A R 37 40 109 4.6 A Subtotal 45 48 107 5.0 A L 14 12 87 2.1 A T 156 155 99 1.5 A R 14 16 116 0.8 A Subtotal 184 183 99 1.5 A L 2 2 100 0.9 A T 370 371 100 1.0 A R 3 4 133 0.3 A Subtotal 375 377 101 1.0 A Total 655 659 101 1.9 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 28 93 6.1 A R 13 12 94 3.5 A Subtotal 43 40 93 5.3 A L 15 13 88 5.9 A R 37 38 103 3.9 A Subtotal 52 51 98 4.4 A L 14 13 95 1.5 A T 146 146 100 0.9 A R 14 15 109 0.3 A Subtotal 174 174 100 0.9 A L 5 4 76 0.8 A T 308 310 101 0.8 A R 6 6 96 0.2 A Subtotal 319 320 100 0.8 A Total 588 585 99 1.4 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 17 17 101 7.0 A R 17 16 96 3.2 A Subtotal 34 33 97 5.2 A T 165 161 98 0.6 A R 8 9 109 0.3 A Subtotal 173 170 98 0.6 A L 7 7 97 1.4 A T 302 302 100 0.9 A Subtotal 309 309 100 0.9 A Total 516 512 99 1.1 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 2 1 50 1.1 A T 126 127 101 0.6 A Subtotal 128 128 100 0.6 A T 111 108 98 0.8 A R 14 13 95 0.6 A Subtotal 125 121 97 0.8 A L 38 40 106 4.9 A R 6 6 96 3.1 A Subtotal 44 46 105 4.7 A Total 297 295 99 1.3 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 3 3 100 0.6 A T 98 98 100 0.4 A Subtotal 101 101 100 0.4 A T 106 104 99 0.4 A R 12 11 90 0.1 A Subtotal 118 115 97 0.4 A L 30 30 99 4.8 A R 7 9 124 3.0 A Subtotal 37 39 105 4.4 A Total 256 255 99 1.0 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 401 384 96 61.5 E T 542 541 100 48.0 D R 154 151 98 22.1 C Subtotal 1,097 1,076 98 49.2 D L 324 319 98 67.7 E T 482 485 101 54.0 D R 310 311 100 19.1 B Subtotal 1,116 1,115 100 48.2 D L 465 472 102 64.1 E T 1,030 1,012 98 39.8 D R 539 526 98 21.9 C Subtotal 2,034 2,010 99 40.8 D L 119 123 104 101.1 F T 603 598 99 46.4 D R 229 240 105 19.0 B Subtotal 951 961 101 46.6 D Total 5,198 5,162 99 45.3 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 124 127 103 28.9 C T 196 190 97 19.9 B R 40 38 95 8.8 A Subtotal 360 355 99 21.9 C L 95 91 96 25.3 C T 273 262 96 23.6 C R 300 302 101 11.9 B Subtotal 668 655 98 18.4 B L 440 431 98 31.6 C T 852 837 98 17.6 B R 216 218 101 15.3 B Subtotal 1,508 1,486 99 21.3 C L 42 40 95 26.7 C T 418 424 101 22.9 C R 90 91 101 14.3 B Subtotal 550 555 101 21.8 C Total 3,086 3,051 99 20.9 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 55 55 100 30.3 C T 195 185 95 22.3 C R 26 26 101 10.3 B Subtotal 276 266 96 22.8 C L 25 25 101 28.2 C T 140 140 100 20.6 C R 308 310 101 6.7 A Subtotal 473 475 100 11.9 B L 584 575 98 19.4 B T 204 198 97 7.7 A R 70 66 94 6.7 A Subtotal 858 839 98 15.6 B L 16 15 92 33.3 C T 96 101 105 26.6 C R 25 26 105 16.3 B Subtotal 137 142 104 25.4 C Total 1,744 1,722 99 16.5 B Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 15 17 111 4.9 A T 180 173 96 1.4 A R 20 21 104 0.9 A Subtotal 215 211 98 1.6 A L 96 96 100 4.7 A T 310 309 100 4.2 A R 150 154 102 2.5 A Subtotal 556 559 101 3.8 A L 45 43 96 21.6 C T 138 140 101 22.1 C R 10 11 107 13.5 B Subtotal 193 194 101 21.5 C L 25 18 73 30.0 D T 200 200 100 36.1 E R 82 85 104 6.0 A Subtotal 307 303 99 27.3 D Total 1,271 1,267 100 11.9 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 15 14 92 9.0 A T 235 234 100 11.6 B R 109 113 103 8.0 A Subtotal 359 361 101 10.4 B L 321 314 98 23.1 C T 714 706 99 13.7 B R 105 106 101 23.7 C Subtotal 1,140 1,126 99 17.3 C L 85 80 94 10.4 B T 130 132 102 7.8 A R 40 43 108 9.8 A Subtotal 255 255 100 9.0 A L 48 44 92 5.4 A T 62 60 96 8.8 A R 205 195 95 5.0 A Subtotal 315 299 95 5.8 A Total 2,070 2,041 99 13.3 B Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 14 11 77 3.7 A T 114 118 103 6.7 A R 17 15 87 3.9 A Subtotal 145 144 99 6.2 A L 265 258 97 9.4 A T 176 180 102 10.7 B R 90 84 93 9.3 A Subtotal 531 522 98 9.8 A L 88 83 94 5.1 A T 199 197 99 8.5 A R 28 27 97 4.9 A Subtotal 315 307 97 7.3 A L 9 9 97 4.7 A T 123 119 97 7.6 A R 145 142 98 5.4 A Subtotal 277 270 97 6.3 A Total 1,269 1,243 98 8.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 10 10 98 1.5 A T 105 104 99 1.3 A R 10 11 107 0.4 A Subtotal 125 125 100 1.2 A L 85 82 97 3.1 A T 90 90 100 4.0 A R 80 76 95 1.9 A Subtotal 255 248 97 3.1 A L 58 53 91 10.2 B T 396 391 99 4.1 A R 25 23 93 6.6 A Subtotal 479 467 97 4.9 A L 5 5 100 6.8 A T 37 39 106 7.8 A R 50 50 100 4.3 A Subtotal 92 94 102 5.9 A Total 951 934 98 4.0 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 68 71 104 4.4 A T 118 122 104 1.7 A Subtotal 186 193 104 2.7 A T 241 242 100 6.8 A R 188 185 98 3.7 A Subtotal 429 427 100 5.5 A L 177 175 99 13.8 B R 140 141 101 6.0 A Subtotal 317 316 100 10.3 B Total 932 936 100 6.6 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 72 76 106 1.2 A R 13 13 98 0.2 A Subtotal 85 89 105 1.1 A L 220 221 101 2.6 A T 160 161 100 2.7 A Subtotal 380 382 101 2.6 A L 12 11 90 13.1 B T 10 12 117 2.6 A R 113 116 102 7.8 A Subtotal 135 139 103 7.8 A Total 601 610 102 3.6 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 10 9 88 0.8 A T 27 27 101 1.1 A R 10 10 98 0.2 A Subtotal 47 46 98 0.8 A L 57 53 93 1.2 A T 53 53 100 1.5 A R 20 22 109 0.5 A Subtotal 130 128 98 1.2 A L 53 53 100 10.4 B T 170 172 101 11.5 B R 10 11 107 7.9 A Subtotal 233 236 101 11.1 B L 5 5 100 6.6 A T 105 106 101 8.9 A R 28 30 108 4.1 A Subtotal 138 141 102 7.8 A Total 550 551 100 7.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 28 94 8.0 A R 5 5 100 4.8 A Subtotal 35 33 94 7.5 A L 6 5 83 6.6 A R 25 27 109 3.6 A Subtotal 31 32 103 4.1 A L 39 37 95 3.5 A T 422 421 100 3.3 A R 39 37 95 2.3 A Subtotal 500 495 99 3.2 A L 5 5 100 2.2 A T 226 209 93 1.0 A R 11 12 107 0.3 A Subtotal 242 226 93 1.0 A Total 807 786 97 2.8 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 20 21 104 8.1 A R 7 6 86 4.2 A Subtotal 27 27 100 7.2 A L 13 12 91 6.7 A R 25 22 89 3.4 A Subtotal 38 34 89 4.6 A L 39 39 101 1.8 A T 304 300 99 1.9 A R 39 40 103 0.7 A Subtotal 382 379 99 1.8 A L 11 10 89 1.8 A T 196 183 93 0.9 A R 21 23 108 0.2 A Subtotal 228 216 95 0.9 A Total 676 656 97 1.9 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 16 14 86 5.8 A R 9 10 108 3.3 A Subtotal 25 24 96 4.8 A T 305 298 98 1.2 A R 20 21 104 0.4 A Subtotal 325 319 98 1.1 A L 15 13 85 1.9 A T 212 202 95 0.9 A Subtotal 227 215 95 1.0 A Total 579 558 96 1.2 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 8 7 85 1.1 A T 118 116 98 0.6 A Subtotal 126 123 98 0.6 A T 160 158 98 1.4 A R 43 47 109 0.8 A Subtotal 203 205 101 1.3 A L 27 27 101 5.0 A R 5 6 120 3.1 A Subtotal 32 33 103 4.7 A Total 362 361 100 1.4 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 10 10 98 1.0 A T 104 106 102 0.4 A Subtotal 114 116 102 0.5 A T 126 124 99 0.9 A R 40 40 100 0.4 A Subtotal 166 164 99 0.8 A L 23 19 82 4.7 A R 6 6 100 3.0 A Subtotal 29 25 86 4.3 A Total 309 305 99 0.9 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 397 394 99 51.0 D T 349 350 100 25.0 C R 107 109 102 6.3 A Subtotal 853 853 100 34.6 C L 114 108 95 76.7 E T 245 250 102 32.9 C R 230 243 106 18.3 B Subtotal 589 601 102 34.9 C L 225 221 98 62.4 E T 440 433 98 21.8 C R 272 276 101 7.6 A Subtotal 937 930 99 27.2 C L 139 139 100 74.4 E T 1,121 1,104 98 26.1 C R 223 229 103 14.0 B Subtotal 1,483 1,472 99 28.8 C Total 3,863 3,856 100 30.7 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 317 318 100 23.8 C T 256 264 103 13.3 B R 33 37 111 5.7 A Subtotal 606 619 102 18.2 B L 100 101 101 18.5 B T 191 188 98 24.0 C R 440 440 100 16.4 B Subtotal 731 729 100 18.7 B L 125 120 96 35.8 D T 446 443 99 13.2 B R 90 88 98 4.4 A Subtotal 661 651 98 16.2 B L 35 37 105 25.7 C T 726 715 98 22.9 C R 65 66 102 17.6 B Subtotal 826 818 99 22.6 C Total 2,824 2,817 100 19.1 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 135 130 96 28.7 C T 274 278 101 14.0 B R 17 18 107 7.3 A Subtotal 426 426 100 18.2 B L 15 15 102 17.3 B T 156 155 99 11.0 B R 449 443 99 7.7 A Subtotal 620 613 99 8.8 A L 203 206 101 19.5 B T 188 186 99 5.8 A R 40 41 103 5.8 A Subtotal 431 433 100 12.3 B L 16 13 83 22.6 C T 127 132 104 19.7 B R 45 45 100 10.2 B Subtotal 188 190 101 17.6 B Total 1,666 1,662 100 13.1 B Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 15 14 95 3.1 A T 310 316 102 1.6 A R 5 7 133 0.8 A Subtotal 330 337 102 1.6 A L 54 55 101 3.6 A T 110 111 101 1.1 A R 40 43 108 0.5 A Subtotal 204 209 102 1.6 A L 120 122 102 20.8 C T 133 137 103 21.0 C R 10 12 117 14.8 B Subtotal 263 271 103 20.6 C L 25 25 100 19.7 C T 216 210 97 22.8 C R 125 127 102 8.8 A Subtotal 366 362 99 17.7 C Total 1,163 1,179 101 11.0 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 20 18 91 7.9 A T 270 268 99 10.7 B R 47 44 94 7.5 A Subtotal 337 330 98 10.1 B L 99 102 103 5.4 A T 512 518 101 2.7 A R 45 46 102 4.8 A Subtotal 656 666 102 3.3 A L 100 100 100 8.1 A T 62 66 106 7.2 A R 30 32 106 7.1 A Subtotal 192 198 103 7.6 A L 56 52 92 9.4 A T 101 100 99 13.2 B R 306 302 99 9.3 A Subtotal 463 454 98 10.2 B Total 1,648 1,648 100 7.1 A Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 17 17 101 2.8 A T 126 128 102 6.3 A R 22 23 105 3.0 A Subtotal 165 168 102 5.5 A L 120 119 99 6.7 A T 120 116 97 6.8 A R 76 79 104 6.4 A Subtotal 316 314 99 6.7 A L 95 97 102 2.7 A T 74 71 95 6.1 A R 13 13 102 2.4 A Subtotal 182 181 99 4.0 A L 26 22 85 7.9 A T 216 213 99 11.6 B R 325 332 102 9.2 A Subtotal 567 567 100 10.1 A Total 1,230 1,230 100 7.7 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 40 35 88 1.6 A T 165 164 100 2.3 A R 5 5 95 0.7 A Subtotal 210 204 97 2.1 A L 45 46 102 2.8 A T 96 93 97 2.4 A R 71 71 100 1.4 A Subtotal 212 210 99 2.1 A L 104 102 98 9.6 A T 97 96 99 3.6 A R 15 14 95 7.7 A Subtotal 216 212 98 6.8 A L 5 5 95 6.4 A T 56 58 103 9.3 A R 135 137 102 6.0 A Subtotal 196 200 102 7.0 A Total 834 826 99 4.5 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 84 80 95 2.3 A T 188 184 98 1.3 A Subtotal 272 264 97 1.6 A T 81 80 99 2.9 A R 111 111 100 1.9 A Subtotal 192 191 99 2.3 A L 125 123 98 7.1 A R 66 69 105 3.3 A Subtotal 191 192 101 5.7 A Total 654 647 99 3.1 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 112 112 100 1.4 A R 17 20 119 0.3 A Subtotal 129 132 102 1.2 A L 86 87 101 2.1 A T 40 44 109 1.1 A Subtotal 126 131 104 1.8 A L 14 14 102 11.2 B T 10 11 107 3.2 A R 159 149 94 8.6 A Subtotal 183 174 95 8.5 A Total 438 437 100 4.3 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 5 95 0.6 A T 27 26 96 0.7 A R 5 7 133 0.1 A Subtotal 37 38 103 0.6 A L 33 33 99 1.3 A T 36 37 101 1.3 A R 43 39 91 0.7 A Subtotal 112 109 97 1.1 A L 18 20 113 6.1 A T 80 82 102 8.0 A R 5 5 95 4.5 A Subtotal 103 107 104 7.5 A L 5 4 76 5.2 A T 135 130 96 9.2 A R 46 46 100 4.9 A Subtotal 186 180 97 8.0 A Total 439 434 99 5.6 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 41 41 101 6.7 A R 10 11 107 3.5 A Subtotal 51 52 102 6.0 A L 8 8 97 6.7 A R 37 34 93 4.3 A Subtotal 45 42 93 4.8 A L 14 15 109 2.5 A T 156 155 99 1.8 A R 14 14 102 1.1 A Subtotal 184 184 100 1.8 A L 2 2 100 1.1 A T 370 366 99 1.0 A R 3 2 67 0.5 A Subtotal 375 370 99 1.0 A Total 655 648 99 1.9 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 29 96 6.5 A R 13 13 102 3.7 A Subtotal 43 42 98 5.6 A L 15 13 88 6.2 A R 37 35 95 4.3 A Subtotal 52 48 92 4.8 A L 14 14 102 1.5 A T 146 145 99 0.9 A R 14 13 95 0.3 A Subtotal 174 172 99 0.9 A L 5 4 76 1.4 A T 308 305 99 0.8 A R 6 8 128 0.2 A Subtotal 319 317 99 0.8 A Total 588 579 98 1.5 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 17 16 96 6.3 A R 17 18 107 3.4 A Subtotal 34 34 100 4.8 A T 165 162 98 0.6 A R 8 7 85 0.3 A Subtotal 173 169 98 0.6 A L 7 8 110 1.6 A T 302 301 100 0.9 A Subtotal 309 309 100 0.9 A Total 516 512 99 1.0 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 2 2 100 0.8 A T 126 130 103 0.6 A Subtotal 128 132 103 0.6 A T 111 103 93 0.8 A R 14 16 116 0.5 A Subtotal 125 119 95 0.8 A L 38 37 98 4.9 A R 6 6 96 3.3 A Subtotal 44 43 98 4.7 A Total 297 294 99 1.3 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 3 2 67 1.1 A T 98 102 104 0.3 A Subtotal 101 104 103 0.3 A T 106 99 94 0.5 A R 12 11 90 0.2 A Subtotal 118 110 93 0.5 A L 30 31 102 4.6 A R 7 10 138 3.0 A Subtotal 37 41 111 4.2 A Total 256 255 99 1.0 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 401 397 99 62.3 E T 542 540 100 48.1 D R 154 151 98 23.7 C Subtotal 1,097 1,088 99 49.9 D L 324 326 101 72.4 E T 482 483 100 56.0 E R 310 303 98 19.4 B Subtotal 1,116 1,112 100 50.8 D L 465 470 101 65.5 E T 1,030 1,041 101 39.9 D R 539 532 99 22.9 C Subtotal 2,034 2,043 100 41.4 D L 119 118 99 100.9 F T 603 603 100 45.0 D R 229 227 99 18.8 B Subtotal 951 948 100 45.7 D Total 5,198 5,191 100 46.0 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 124 120 97 28.8 C T 196 190 97 19.7 B R 40 40 100 8.6 A Subtotal 360 350 97 21.6 C L 95 94 99 26.1 C T 273 262 96 24.2 C R 300 302 101 12.0 B Subtotal 668 658 99 18.9 B L 440 438 99 33.6 C T 852 858 101 17.6 B R 216 218 101 15.2 B Subtotal 1,508 1,514 100 21.9 C L 42 42 100 28.4 C T 418 415 99 23.8 C R 90 89 99 14.1 B Subtotal 550 546 99 22.6 C Total 3,086 3,068 99 21.3 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 55 56 101 29.7 C T 195 195 100 22.3 C R 26 27 105 11.4 B Subtotal 276 278 101 22.7 C L 25 22 89 28.0 C T 140 144 103 20.0 B R 308 308 100 6.9 A Subtotal 473 474 100 11.9 B L 584 582 100 19.5 B T 204 202 99 8.1 A R 70 72 102 6.2 A Subtotal 858 856 100 15.7 B L 16 16 98 34.6 C T 96 93 97 26.6 C R 25 25 101 14.8 B Subtotal 137 134 98 25.4 C Total 1,744 1,742 100 16.6 B Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 15 14 92 4.2 A T 180 179 100 1.3 A R 20 22 109 0.6 A Subtotal 215 215 100 1.4 A L 96 93 97 4.0 A T 310 303 98 2.0 A R 150 156 104 1.4 A Subtotal 556 552 99 2.2 A L 45 46 102 18.4 C T 138 138 100 17.7 C R 10 13 127 9.7 A Subtotal 193 197 102 17.3 C L 25 24 97 20.8 C T 200 205 102 26.3 D R 82 76 93 6.0 A Subtotal 307 305 99 20.8 C Total 1,271 1,269 100 9.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 15 13 85 10.3 B T 235 227 97 14.0 B R 109 110 101 10.5 B Subtotal 359 350 97 12.8 B L 321 318 99 9.7 A T 714 699 98 6.5 A R 105 108 103 8.3 A Subtotal 1,140 1,125 99 7.6 A L 85 85 100 12.8 B T 130 132 102 9.2 A R 40 39 98 7.4 A Subtotal 255 256 100 10.1 B L 48 46 96 5.8 A T 62 64 103 9.1 A R 205 204 99 5.7 A Subtotal 315 314 100 6.4 A Total 2,070 2,045 99 8.6 A Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 14 14 98 3.7 A T 114 110 96 6.7 A R 17 16 93 3.7 A Subtotal 145 140 97 6.1 A L 265 257 97 9.1 A T 176 176 100 10.5 B R 90 91 101 9.3 A Subtotal 531 524 99 9.6 A L 88 85 97 5.1 A T 199 204 103 8.5 A R 28 28 101 4.9 A Subtotal 315 317 101 7.3 A L 9 8 86 5.2 A T 123 125 102 7.4 A R 145 146 101 5.4 A Subtotal 277 279 101 6.3 A Total 1,269 1,260 99 7.9 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 10 10 98 1.5 A T 105 103 98 1.2 A R 10 11 107 0.3 A Subtotal 125 124 99 1.1 A L 85 88 104 3.4 A T 90 90 100 4.2 A R 80 81 102 1.8 A Subtotal 255 259 102 3.2 A L 58 59 101 10.0 A T 396 388 98 4.2 A R 25 27 109 7.0 A Subtotal 479 474 99 5.1 A L 5 6 120 7.4 A T 37 37 101 7.7 A R 50 55 110 4.4 A Subtotal 92 98 107 5.8 A Total 951 955 100 4.1 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 68 67 98 4.5 A T 118 110 94 1.9 A Subtotal 186 177 95 2.9 A T 241 232 96 6.8 A R 188 185 98 3.5 A Subtotal 429 417 97 5.3 A L 177 173 98 13.6 B R 140 146 104 5.8 A Subtotal 317 319 101 10.0 A Total 932 913 98 6.5 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 72 68 95 1.2 A R 13 15 113 0.2 A Subtotal 85 83 98 1.0 A L 220 213 97 2.5 A T 160 164 102 2.8 A Subtotal 380 377 99 2.6 A L 12 10 82 13.3 B T 10 10 98 3.2 A R 113 108 95 8.1 A Subtotal 135 128 95 8.1 A Total 601 588 98 3.6 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 10 9 88 0.5 A T 27 23 86 0.9 A R 10 11 107 0.1 A Subtotal 47 43 91 0.6 A L 57 59 103 1.2 A T 53 52 98 1.3 A R 20 18 89 0.6 A Subtotal 130 129 99 1.2 A L 53 49 92 10.1 B T 170 167 98 11.2 B R 10 10 98 8.0 A Subtotal 233 226 97 10.8 B L 5 5 100 6.8 A T 105 100 95 8.7 A R 28 28 101 3.9 A Subtotal 138 133 96 7.6 A Total 550 531 97 6.9 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 28 94 7.3 A R 5 6 120 4.1 A Subtotal 35 34 97 6.7 A L 6 7 117 6.8 A R 25 25 101 3.6 A Subtotal 31 32 103 4.3 A L 39 35 90 4.1 A T 422 425 101 3.6 A R 39 40 103 2.7 A Subtotal 500 500 100 3.6 A L 5 5 100 2.0 A T 226 226 100 1.0 A R 11 10 89 0.4 A Subtotal 242 241 100 1.0 A Total 807 807 100 3.0 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 20 20 99 7.0 A R 7 7 100 4.4 A Subtotal 27 27 100 6.3 A L 13 12 91 7.1 A R 25 26 105 3.7 A Subtotal 38 38 100 4.8 A L 39 37 95 2.1 A T 304 311 102 2.1 A R 39 40 103 0.8 A Subtotal 382 388 102 2.0 A L 11 10 89 2.6 A T 196 195 99 1.0 A R 21 24 113 0.4 A Subtotal 228 229 100 1.0 A Total 676 682 101 2.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 16 14 86 6.2 A R 9 10 108 3.7 A Subtotal 25 24 96 5.2 A T 305 310 102 1.2 A R 20 20 99 0.5 A Subtotal 325 330 102 1.2 A L 15 16 105 2.1 A T 212 215 101 0.9 A Subtotal 227 231 102 1.0 A Total 579 585 101 1.3 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 8 9 109 1.2 A T 118 113 95 0.7 A Subtotal 126 122 97 0.7 A T 160 160 100 1.2 A R 43 42 98 0.8 A Subtotal 203 202 100 1.1 A L 27 27 101 5.2 A R 5 5 100 3.0 A Subtotal 32 32 100 4.9 A Total 362 356 98 1.3 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2026) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 10 9 88 0.8 A T 104 99 95 0.3 A Subtotal 114 108 95 0.3 A T 126 124 99 0.9 A R 40 40 100 0.3 A Subtotal 166 164 99 0.8 A L 23 24 103 4.7 A R 6 7 117 2.9 A Subtotal 29 31 107 4.3 A Total 309 303 98 1.0 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 395 396 100 58.5 E T 319 320 100 26.7 C R 118 121 103 6.6 A Subtotal 832 837 101 38.8 D L 132 130 98 66.0 E T 260 258 99 34.7 C R 235 232 99 20.0 B Subtotal 627 620 99 35.8 D L 225 216 96 61.3 E T 474 460 97 22.2 C R 280 281 100 8.2 A Subtotal 979 957 98 26.9 C L 168 168 100 68.4 E T 1,286 1,282 100 23.5 C R 276 265 96 13.6 B Subtotal 1,730 1,715 99 26.4 C Total 4,168 4,129 99 30.5 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 330 332 101 34.9 C T 260 266 102 20.2 C R 12 13 106 10.1 B Subtotal 602 611 101 28.0 C L 125 120 96 25.3 C T 226 226 100 35.8 D R 490 494 101 32.3 C Subtotal 841 840 100 32.2 C L 145 140 97 81.3 F T 484 479 99 20.5 C R 95 92 97 5.6 A Subtotal 724 711 98 30.5 C L 36 36 100 35.1 D T 910 893 98 33.0 C R 80 79 99 27.7 C Subtotal 1,026 1,008 98 32.7 C Total 3,193 3,170 99 31.2 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 145 136 94 139.8 F T 312 307 99 17.8 B R 25 25 101 10.2 B Subtotal 482 468 97 52.8 D L 25 22 89 22.1 C T 183 177 97 15.5 B R 619 619 100 13.8 B Subtotal 827 818 99 14.4 B L 242 238 98 33.5 C T 211 206 98 9.7 A R 40 40 100 9.9 A Subtotal 493 484 98 21.4 C L 30 31 104 29.4 C T 170 170 100 33.4 C R 50 53 105 20.9 C Subtotal 250 254 102 30.3 C Total 2,051 2,024 99 27.2 C Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 20 18 91 3.3 A T 375 378 101 1.9 A R 5 6 120 0.7 A Subtotal 400 402 101 1.9 A L 60 60 100 4.2 A T 130 129 99 2.3 A R 50 49 98 1.2 A Subtotal 240 238 99 2.6 A L 145 150 104 59.1 F T 150 160 107 55.8 F R 15 16 105 49.1 E Subtotal 310 326 105 57.0 F L 35 30 86 34.6 D T 235 235 100 37.2 E R 140 141 101 11.2 B Subtotal 410 406 99 28.0 D Total 1,360 1,372 101 23.0 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 20 20 101 4.7 A T 325 315 97 5.7 A R 45 47 104 3.1 A Subtotal 390 382 98 5.3 A L 60 57 95 5.2 A T 593 597 101 2.0 A R 55 55 100 2.4 A Subtotal 708 709 100 2.3 A L 120 126 105 19.5 C T 60 64 108 9.3 A R 35 34 97 7.3 A Subtotal 215 224 104 14.7 B L 45 44 98 13.9 B T 85 81 95 31.0 D R 215 222 103 21.7 C Subtotal 345 347 101 22.9 C Total 1,658 1,662 100 9.0 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 5 4 80 7.4 A T 86 87 101 10.7 B R 25 21 85 3.6 A Subtotal 116 112 97 9.3 A L 145 140 97 13.1 B T 148 147 100 10.0 A R 65 64 99 10.9 B Subtotal 358 351 98 11.4 B L 45 49 109 8.1 A T 86 86 100 12.0 B R 5 4 80 5.6 A Subtotal 136 139 102 10.4 B L 30 30 101 34.7 D T 255 256 100 37.6 E R 390 397 102 32.3 D Subtotal 675 683 101 34.4 D Total 1,283 1,285 100 23.4 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 45 45 100 2.3 A T 200 196 98 2.7 A R 5 6 120 0.9 A Subtotal 250 247 99 2.6 A L 55 50 90 3.5 A T 112 115 102 3.6 A R 85 85 100 2.0 A Subtotal 252 250 99 3.0 A L 120 115 96 13.7 B T 115 111 97 4.9 A R 20 21 106 9.0 A Subtotal 255 247 97 9.3 A L 5 4 80 9.1 A T 65 65 100 11.4 B R 160 160 100 7.6 A Subtotal 230 229 100 8.7 A Total 987 973 99 5.9 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 100 103 103 2.6 A T 220 222 101 1.7 A Subtotal 320 325 102 2.0 A T 85 83 98 3.3 A R 120 122 102 2.1 A Subtotal 205 205 100 2.6 A L 145 135 93 9.1 A R 80 82 102 3.8 A Subtotal 225 217 96 7.1 A Total 750 747 100 3.7 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 135 137 101 1.7 A R 15 16 105 0.3 A Subtotal 150 153 102 1.6 A L 100 99 99 2.3 A T 45 44 97 1.4 A Subtotal 145 143 99 2.0 A L 10 9 88 12.9 B T 20 20 100 3.4 A R 185 186 101 9.7 A Subtotal 215 215 100 9.2 A Total 510 511 100 5.0 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 6 120 0.5 A T 35 34 97 0.7 A R 5 6 120 0.1 A Subtotal 45 46 102 0.6 A L 40 39 98 1.2 A T 30 32 108 1.7 A R 45 42 93 0.8 A Subtotal 115 113 98 1.2 A L 20 18 91 8.6 A T 90 91 101 8.7 A R 5 5 100 3.7 A Subtotal 115 114 99 8.5 A L 5 4 80 7.9 A T 165 168 102 9.8 A R 55 54 98 5.6 A Subtotal 225 226 100 8.8 A Total 500 499 100 6.3 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 400 391 98 60.1 E T 591 578 98 46.2 D R 178 175 98 23.0 C Subtotal 1,169 1,144 98 47.4 D L 377 374 99 60.5 E T 480 489 102 44.2 D R 315 318 101 17.7 B Subtotal 1,172 1,181 101 42.2 D L 490 492 100 72.2 E T 1,131 1,118 99 37.8 D R 535 540 101 22.8 C Subtotal 2,156 2,150 100 41.9 D L 138 137 99 78.6 E T 659 673 102 37.7 D R 252 258 102 18.8 B Subtotal 1,049 1,068 102 38.4 D Total 5,546 5,543 100 42.5 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 115 116 101 31.2 C T 206 212 103 23.1 C R 35 36 102 13.3 B Subtotal 356 364 102 24.7 C L 115 113 98 29.1 C T 276 271 98 26.9 C R 340 346 102 15.9 B Subtotal 731 730 100 22.0 C L 500 495 99 42.3 D T 981 974 99 19.4 B R 205 198 97 16.3 B Subtotal 1,686 1,667 99 25.8 C L 26 23 88 32.6 C T 516 526 102 27.1 C R 105 109 104 20.3 C Subtotal 647 658 102 26.2 C Total 3,420 3,419 100 25.0 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 55 51 93 51.6 D T 229 230 100 36.0 D R 40 45 113 24.0 C Subtotal 324 326 101 36.8 D L 35 36 102 48.9 D T 157 162 103 27.4 C R 398 403 101 9.3 A Subtotal 590 601 102 16.6 B L 755 742 98 30.7 C T 246 249 101 10.0 A R 70 69 99 8.1 A Subtotal 1,071 1,060 99 24.4 C L 30 29 96 33.4 C T 120 122 102 35.6 D R 40 42 106 21.9 C Subtotal 190 193 102 32.3 C Total 2,174 2,180 100 24.7 C Intersection:15th East & 49th South Type:Unsignalized Avg %Avg LOS L 20 18 89 6.6 A T 220 225 102 1.7 A R 20 21 104 0.8 A Subtotal 260 264 102 2.0 A L 105 102 97 5.7 A T 375 387 103 5.2 A R 180 181 100 3.2 A Subtotal 660 670 102 4.7 A L 50 52 105 46.9 E T 140 139 99 43.8 E R 10 10 100 38.3 E Subtotal 200 201 101 44.3 E L 30 27 89 141.3 F T 220 211 96 140.8 F R 95 97 102 36.3 E Subtotal 345 335 97 110.6 F Total 1,467 1,470 100 34.8 D Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Unsignalized Avg %Avg LOS L 20 20 99 5.8 A T 280 274 98 5.8 A R 110 115 105 3.0 A Subtotal 410 409 100 5.0 A L 215 217 101 9.4 A T 813 825 101 4.0 A R 125 122 98 4.7 A Subtotal 1,153 1,164 101 5.1 A L 100 97 97 45.8 E T 120 117 97 11.5 B R 45 45 101 11.5 B Subtotal 265 259 98 24.3 C L 40 40 101 26.9 D T 50 46 92 37.3 E R 140 137 98 20.7 C Subtotal 230 223 97 25.2 D Total 2,058 2,055 100 9.8 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 5 5 100 7.8 A T 91 90 99 11.6 B R 15 16 105 4.7 A Subtotal 111 111 100 10.4 B L 320 313 98 19.5 C T 152 144 95 18.3 C R 35 33 94 17.9 C Subtotal 507 490 97 19.0 C L 60 61 102 13.7 B T 300 300 100 14.0 B R 10 11 110 9.5 A Subtotal 370 372 101 13.8 B L 5 5 100 11.4 B T 145 139 96 14.6 B R 175 182 104 9.0 A Subtotal 325 326 100 11.4 B Total 1,314 1,299 99 14.9 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 10 10 100 1.6 A T 130 134 103 1.3 A R 10 10 100 0.3 A Subtotal 150 154 103 1.3 A L 105 104 99 4.0 A T 110 111 101 5.1 A R 90 91 101 2.4 A Subtotal 305 306 100 3.9 A L 65 64 98 12.9 B T 470 461 98 5.9 A R 35 36 102 9.2 A Subtotal 570 561 98 6.9 A L 5 6 120 6.7 A T 45 42 94 9.2 A R 65 64 98 5.1 A Subtotal 115 112 97 6.7 A Total 1,140 1,133 99 5.3 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 75 74 99 5.5 A T 135 136 101 2.1 A Subtotal 210 210 100 3.3 A T 285 299 105 8.8 A R 215 208 97 5.1 A Subtotal 500 507 101 7.3 A L 165 164 99 17.0 C R 160 157 98 6.6 A Subtotal 325 321 99 11.9 B Total 1,036 1,038 100 7.9 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 80 80 100 1.3 A R 15 14 92 0.2 A Subtotal 95 94 99 1.1 A L 255 257 101 3.0 A T 191 199 104 3.5 A Subtotal 446 456 102 3.2 A L 10 10 100 14.1 B T 20 21 104 3.0 A R 130 129 99 7.9 A Subtotal 160 160 100 7.6 A Total 701 710 101 3.9 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 10 10 100 0.7 A T 25 25 99 0.9 A R 10 10 100 0.2 A Subtotal 45 45 100 0.7 A L 65 61 94 1.3 A T 54 52 95 1.3 A R 20 21 104 0.6 A Subtotal 139 134 96 1.2 A L 55 54 99 10.6 B T 205 203 99 12.3 B R 10 11 110 9.8 A Subtotal 270 268 99 11.9 B L 5 5 100 7.1 A T 130 129 99 9.2 A R 30 30 99 4.7 A Subtotal 165 164 99 8.3 A Total 620 611 99 7.8 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 395 386 98 55.3 E T 319 314 98 28.4 C R 118 122 103 6.9 A Subtotal 832 822 99 37.8 D L 132 137 104 63.4 E T 260 254 98 34.3 C R 235 228 97 19.2 B Subtotal 627 619 99 35.2 D L 225 232 103 69.4 E T 474 484 102 22.8 C R 280 277 99 8.7 A Subtotal 979 993 101 29.8 C L 168 161 96 67.7 E T 1,286 1,295 101 23.7 C R 276 279 101 14.1 B Subtotal 1,730 1,735 100 26.2 C Total 4,168 4,169 100 30.8 C Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 330 337 102 39.3 D T 260 271 104 21.5 C R 12 16 131 10.5 B Subtotal 602 624 104 30.8 C L 125 125 100 26.0 C T 226 217 96 35.7 D R 490 484 99 31.6 C Subtotal 841 826 98 31.8 C L 145 144 99 64.0 E T 484 503 104 17.2 B R 95 97 102 16.9 B Subtotal 724 744 103 26.2 C L 36 32 89 32.7 C T 910 910 100 40.6 D R 80 84 105 36.5 D Subtotal 1,026 1,026 100 40.0 D Total 3,193 3,220 101 33.0 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 145 138 95 19.6 B T 312 305 98 17.5 B R 25 27 109 9.3 A Subtotal 482 470 98 17.6 B L 25 24 97 25.8 C T 183 182 100 17.5 B R 619 631 102 5.9 A Subtotal 827 837 101 9.0 A L 242 246 102 22.0 C T 211 220 104 4.9 A R 40 44 110 5.4 A Subtotal 493 510 103 13.2 B L 30 30 101 23.5 C T 170 164 96 20.5 C R 50 55 109 9.7 A Subtotal 250 249 100 18.5 B Total 2,051 2,066 101 13.1 B Intersection:15th East & 49th South Type:Roundabout Avg %Avg LOS L 20 19 96 8.2 A T 375 372 99 8.5 A R 5 6 120 6.7 A Subtotal 400 397 99 8.5 A L 60 62 104 4.3 A T 130 136 104 5.8 A R 50 49 98 4.0 A Subtotal 240 247 103 5.1 A L 145 144 99 4.7 A T 150 153 102 6.9 A R 15 15 98 4.7 A Subtotal 310 312 101 5.8 A L 35 34 97 9.9 A T 235 238 101 11.8 B R 140 136 97 9.4 A Subtotal 410 408 100 10.8 B Total 1,360 1,364 100 8.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 20 17 86 7.9 A T 325 321 99 11.0 B R 45 47 104 7.1 A Subtotal 390 385 99 10.4 B L 60 57 95 5.9 A T 593 585 99 3.0 A R 55 52 94 5.7 A Subtotal 708 694 98 3.4 A L 120 123 102 6.1 A T 60 62 104 4.3 A R 35 37 106 6.5 A Subtotal 215 222 103 5.7 A L 45 43 96 10.7 B T 85 87 102 14.5 B R 215 214 99 10.8 B Subtotal 345 344 100 11.7 B Total 1,658 1,645 99 7.1 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 5 5 100 5.8 A T 86 91 106 11.6 B R 25 23 93 4.5 A Subtotal 116 119 103 10.0 A L 145 139 96 12.9 B T 148 141 96 9.7 A R 65 64 99 10.4 B Subtotal 358 344 96 11.1 B L 45 46 102 7.2 A T 86 85 99 11.4 B R 5 5 100 3.1 A Subtotal 136 136 100 9.7 A L 30 29 97 10.1 B T 255 256 100 14.2 B R 390 408 105 10.3 B Subtotal 675 693 103 11.7 B Total 1,283 1,292 101 11.2 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 45 42 93 1.9 A T 200 196 98 2.6 A R 5 5 100 0.4 A Subtotal 250 243 97 2.4 A L 55 52 94 3.8 A T 112 116 103 3.6 A R 85 85 100 2.0 A Subtotal 252 253 100 3.1 A L 120 112 93 13.3 B T 115 114 99 4.7 A R 20 20 101 8.7 A Subtotal 255 246 96 8.9 A L 5 4 80 7.6 A T 65 64 99 11.7 B R 160 164 102 7.4 A Subtotal 230 232 101 8.6 A Total 987 974 99 5.7 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 100 103 103 2.7 A T 220 218 99 1.7 A Subtotal 320 321 100 2.0 A T 85 87 102 3.0 A R 120 122 102 1.9 A Subtotal 205 209 102 2.4 A L 145 143 99 9.1 A R 80 76 95 3.8 A Subtotal 225 219 97 7.3 A Total 750 749 100 3.7 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 135 135 100 1.6 A R 15 16 105 0.3 A Subtotal 150 151 101 1.5 A L 100 93 93 2.4 A T 45 46 102 1.2 A Subtotal 145 139 96 2.0 A L 10 9 88 11.7 B T 20 19 95 3.5 A R 185 185 100 9.8 A Subtotal 215 213 99 9.3 A Total 510 503 99 5.0 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 3 60 0.5 A T 35 35 100 0.7 A R 5 6 120 0.1 A Subtotal 45 44 98 0.6 A L 40 40 100 1.3 A T 30 29 97 1.5 A R 45 43 96 0.6 A Subtotal 115 112 97 1.1 A L 20 20 101 6.4 A T 90 86 95 8.8 A R 5 4 80 6.3 A Subtotal 115 110 96 8.3 A L 5 5 100 6.6 A T 165 167 101 9.9 A R 55 58 105 5.2 A Subtotal 225 230 102 8.6 A Total 500 496 99 6.2 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 400 403 101 61.0 E T 591 579 98 45.5 D R 178 177 99 21.6 C Subtotal 1,169 1,159 99 47.2 D L 377 378 100 59.7 E T 480 473 99 43.6 D R 315 317 101 17.6 B Subtotal 1,172 1,168 100 41.8 D L 490 497 101 69.1 E T 1,131 1,117 99 37.5 D R 535 544 102 22.7 C Subtotal 2,156 2,158 100 41.0 D L 138 137 99 85.3 F T 659 672 102 37.2 D R 252 252 100 18.9 B Subtotal 1,049 1,061 101 39.1 D Total 5,546 5,546 100 42.2 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 115 117 102 33.0 C T 206 206 100 22.9 C R 35 38 108 13.8 B Subtotal 356 361 101 25.2 C L 115 114 99 29.4 C T 276 275 100 26.5 C R 340 340 100 16.2 B Subtotal 731 729 100 22.1 C L 500 500 100 45.7 D T 981 962 98 17.3 B R 205 202 99 17.7 B Subtotal 1,686 1,664 99 25.9 C L 26 28 107 28.3 C T 516 521 101 30.9 C R 105 105 100 24.9 C Subtotal 647 654 101 29.8 C Total 3,420 3,408 100 25.8 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 55 54 99 26.0 C T 229 231 101 24.6 C R 40 40 101 15.2 B Subtotal 324 325 100 23.7 C L 35 34 96 35.2 D T 157 160 102 22.0 C R 398 399 100 4.2 A Subtotal 590 593 101 10.8 B L 755 743 98 21.7 C T 246 247 101 9.0 A R 70 69 99 7.1 A Subtotal 1,071 1,059 99 17.8 B L 30 29 96 31.7 C T 120 118 99 27.5 C R 40 41 103 15.0 B Subtotal 190 188 99 25.4 C Total 2,174 2,165 100 17.4 B Intersection:15th East & 49th South Type:Roundabout Avg %Avg LOS L 20 18 89 4.7 A T 220 230 105 5.9 A R 20 23 114 4.2 A Subtotal 260 271 104 5.7 A L 105 108 103 14.6 B T 375 378 101 17.2 C R 180 178 99 15.3 C Subtotal 660 664 101 16.3 C L 50 50 101 4.8 A T 140 141 101 6.5 A R 10 12 120 4.3 A Subtotal 200 203 102 6.0 A L 30 31 102 6.5 A T 220 220 100 8.8 A R 95 93 98 6.8 A Subtotal 345 344 100 8.1 A Total 1,467 1,482 101 11.0 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 20 19 94 7.5 A T 280 268 96 11.6 B R 110 114 104 8.0 A Subtotal 410 401 98 10.4 B L 215 215 100 14.3 B T 813 818 101 9.6 A R 125 124 99 13.9 B Subtotal 1,153 1,157 100 10.9 B L 100 100 100 8.1 A T 120 122 101 4.7 A R 45 49 109 7.6 A Subtotal 265 271 102 6.5 A L 40 37 93 8.0 A T 50 48 96 11.4 B R 140 144 103 7.8 A Subtotal 230 229 100 8.6 A Total 2,058 2,058 100 10.0 A Intersection: Ammon Rd & 49th South Type:All-way Stop Controlled Avg %Avg LOS L 5 4 80 8.6 A T 91 95 104 12.6 B R 15 17 111 5.9 A Subtotal 111 116 105 11.5 B L 320 317 99 23.3 C T 152 156 103 22.6 C R 35 34 96 19.4 C Subtotal 507 507 100 22.8 C L 60 59 98 13.6 B T 300 300 100 14.3 B R 10 10 100 11.1 B Subtotal 370 369 100 14.1 B L 5 5 100 10.1 B T 145 152 105 12.8 B R 175 179 102 6.5 A Subtotal 325 336 103 9.4 A Total 1,314 1,328 101 16.0 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 10 11 110 1.6 A T 130 133 103 1.4 A R 10 10 100 0.3 A Subtotal 150 154 103 1.3 A L 105 104 99 4.0 A T 110 108 98 5.2 A R 90 98 109 2.5 A Subtotal 305 310 102 3.9 A L 65 67 103 12.9 B T 470 467 99 5.8 A R 35 34 96 9.2 A Subtotal 570 568 100 6.8 A L 5 4 80 8.7 A T 45 44 98 8.7 A R 65 63 97 4.8 A Subtotal 115 111 97 6.5 A Total 1,140 1,143 100 5.3 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 75 70 93 5.7 A T 135 133 99 2.3 A Subtotal 210 203 97 3.5 A T 285 288 101 7.8 A R 215 212 99 4.5 A Subtotal 500 500 100 6.4 A L 165 157 95 16.6 C R 160 161 100 6.5 A Subtotal 325 318 98 11.5 B Total 1,036 1,021 99 7.4 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Background (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 80 79 99 1.4 A R 15 15 98 0.2 A Subtotal 95 94 99 1.2 A L 255 257 101 2.8 A T 191 192 100 3.4 A Subtotal 446 449 101 3.1 A L 10 10 100 15.3 C T 20 24 119 3.6 A R 130 123 95 8.2 A Subtotal 160 157 98 7.9 A Total 701 700 100 3.9 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 10 8 80 0.7 A T 25 26 103 1.2 A R 10 11 110 0.3 A Subtotal 45 45 100 0.9 A L 65 67 103 1.4 A T 54 55 101 1.2 A R 20 21 104 0.9 A Subtotal 139 143 103 1.2 A L 55 57 104 11.3 B T 205 206 100 12.5 B R 10 10 100 10.4 B Subtotal 270 273 101 12.2 B L 5 5 100 7.4 A T 130 129 99 9.6 A R 30 33 109 5.0 A Subtotal 165 167 101 8.6 A Total 620 628 101 8.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 452 444 98 91.6 F T 388 392 101 28.2 C R 118 115 97 7.4 A Subtotal 958 951 99 55.3 E L 140 143 102 63.2 E T 287 288 100 35.1 D R 235 236 100 21.3 C Subtotal 662 667 101 36.2 D L 225 230 102 78.8 E T 481 484 101 24.4 C R 302 311 103 8.8 A Subtotal 1,008 1,025 102 31.9 C L 168 162 96 71.2 E T 1,305 1,309 100 26.6 C R 299 291 97 16.4 B Subtotal 1,772 1,762 99 29.0 C Total 4,400 4,405 100 36.6 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 372 368 99 30.3 C T 306 301 98 18.1 B R 34 37 109 10.3 B Subtotal 712 706 99 24.1 C L 125 122 98 23.7 C T 244 235 96 33.5 C R 490 480 98 31.6 C Subtotal 859 837 97 31.0 C L 145 146 101 67.2 E T 484 487 101 16.5 B R 110 114 104 16.6 B Subtotal 739 747 101 26.4 C L 45 42 93 33.6 C T 910 922 101 43.8 D R 80 80 100 38.4 D Subtotal 1,035 1,044 101 43.0 D Total 3,345 3,334 100 32.3 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 145 145 100 21.0 C T 314 314 100 18.7 B R 27 28 105 11.8 B Subtotal 486 487 100 19.0 B L 25 24 97 28.3 C T 183 177 97 18.3 B R 626 629 101 6.1 A Subtotal 834 830 100 9.3 A L 259 258 100 22.7 C T 216 219 102 4.7 A R 40 40 100 4.9 A Subtotal 515 517 100 13.7 B L 31 28 91 22.5 C T 172 175 102 20.7 C R 50 49 98 10.7 B Subtotal 253 252 100 19.0 B Total 2,087 2,086 100 13.8 B Intersection:15th East & 49th South Type:Roundabout Avg %Avg LOS L 20 20 101 7.7 A T 375 381 102 9.0 A R 5 4 80 9.7 A Subtotal 400 405 101 8.9 A L 64 62 97 4.4 A T 130 127 98 5.9 A R 50 51 101 4.2 A Subtotal 244 240 98 5.2 A L 145 146 101 5.0 A T 158 160 101 7.4 A R 15 13 85 4.7 A Subtotal 318 319 100 6.2 A L 35 33 94 12.4 B T 256 262 102 14.3 B R 150 150 100 12.2 B Subtotal 441 445 101 13.5 B Total 1,403 1,409 100 9.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 20 19 96 8.5 A T 325 329 101 13.0 B R 52 52 100 8.5 A Subtotal 397 400 101 12.2 B L 109 114 105 5.8 A T 593 592 100 3.0 A R 55 54 98 5.0 A Subtotal 757 760 100 3.6 A L 120 119 99 7.2 A T 72 74 103 5.2 A R 35 34 97 5.8 A Subtotal 227 227 100 6.3 A L 61 58 95 15.7 C T 116 115 99 19.6 C R 341 330 97 14.6 B Subtotal 518 503 97 15.9 C Total 1,898 1,890 100 9.0 A Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 17 16 93 3.2 A T 141 138 98 6.7 A R 27 25 93 3.3 A Subtotal 185 179 97 5.9 A L 145 146 101 8.3 A T 168 166 99 6.6 A R 86 80 93 8.3 A Subtotal 399 392 98 7.6 A L 100 96 96 3.1 A T 90 87 97 6.6 A R 13 15 113 2.8 A Subtotal 203 198 98 4.6 A L 31 32 104 13.9 B T 256 252 98 16.5 C R 390 389 100 14.2 B Subtotal 677 673 99 15.0 B Total 1,463 1,442 99 10.5 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 45 48 107 2.0 A T 200 196 98 2.7 A R 5 6 120 0.6 A Subtotal 250 250 100 2.5 A L 55 50 90 3.4 A T 112 110 98 3.3 A R 86 82 95 1.9 A Subtotal 253 242 96 2.8 A L 124 124 100 12.7 B T 117 116 99 4.1 A R 20 18 91 7.8 A Subtotal 261 258 99 8.5 A L 5 4 80 10.6 B T 66 65 99 11.4 B R 160 164 102 7.8 A Subtotal 231 233 101 8.9 A Total 995 983 99 5.7 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 104 104 100 2.8 A T 222 222 100 1.8 A Subtotal 326 326 100 2.1 A T 90 87 97 3.5 A R 131 126 96 2.3 A Subtotal 221 213 96 2.8 A L 150 155 104 9.8 A R 81 83 102 3.8 A Subtotal 231 238 103 7.7 A Total 778 777 100 4.0 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 137 140 102 1.8 A R 17 20 116 0.2 A Subtotal 154 160 104 1.6 A L 101 104 103 2.3 A T 50 48 96 1.3 A Subtotal 151 152 101 2.0 A L 14 13 91 12.6 B T 20 23 114 3.8 A R 189 185 98 9.6 A Subtotal 223 221 99 9.2 A Total 529 533 101 4.9 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 4 80 0.5 A T 37 34 92 0.8 A R 5 5 100 0.2 A Subtotal 47 43 91 0.7 A L 43 42 98 1.3 A T 36 35 97 1.7 A R 53 52 98 0.8 A Subtotal 132 129 98 1.2 A L 23 22 97 7.2 A T 90 98 109 9.0 A R 5 4 80 5.0 A Subtotal 118 124 105 8.6 A L 5 5 100 8.1 A T 165 166 101 9.9 A R 56 60 107 5.6 A Subtotal 226 231 102 8.7 A Total 524 527 101 6.2 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 41 37 90 7.2 A R 10 12 117 3.2 A Subtotal 51 49 96 6.2 A L 8 6 73 8.7 A R 37 35 95 4.9 A Subtotal 45 41 91 5.5 A L 14 14 98 3.3 A T 176 179 102 2.0 A R 14 16 112 1.1 A Subtotal 204 209 102 2.0 A L 2 2 100 0.7 A T 420 412 98 1.0 A R 3 3 100 0.3 A Subtotal 425 417 98 1.0 A Total 726 716 99 1.9 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 31 104 7.5 A R 13 14 106 3.4 A Subtotal 43 45 105 6.2 A L 15 12 79 6.8 A R 37 38 103 4.2 A Subtotal 52 50 96 4.8 A L 14 14 98 1.8 A T 165 164 99 1.0 A R 14 18 126 0.3 A Subtotal 193 196 102 1.0 A L 5 5 100 1.1 A T 359 349 97 0.8 A R 6 7 117 0.1 A Subtotal 370 361 98 0.8 A Total 659 652 99 1.6 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 17 18 104 6.4 A R 17 19 110 3.5 A Subtotal 34 37 109 4.9 A T 186 181 98 0.7 A R 8 9 109 0.3 A Subtotal 194 190 98 0.7 A L 7 6 83 1.9 A T 354 345 98 1.1 A Subtotal 361 351 97 1.1 A Total 589 578 98 1.2 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 2 2 100 0.7 A T 146 143 98 0.6 A Subtotal 148 145 98 0.6 A T 131 128 98 1.0 A R 14 18 126 0.7 A Subtotal 145 146 101 1.0 A L 38 36 95 5.1 A R 6 8 133 3.2 A Subtotal 44 44 100 4.8 A Total 337 335 99 1.3 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Morning Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 3 3 100 1.0 A T 119 117 99 0.3 A Subtotal 122 120 98 0.3 A T 125 122 98 0.5 A R 12 13 106 0.2 A Subtotal 137 135 99 0.5 A L 30 29 97 4.9 A R 7 8 110 3.0 A Subtotal 37 37 100 4.5 A Total 296 292 99 0.9 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 441 437 99 73.9 E T 640 649 101 56.9 E R 178 182 102 27.3 C Subtotal 1,259 1,268 101 58.5 E L 402 399 99 80.3 F T 557 560 101 54.8 D R 315 306 97 19.7 B Subtotal 1,274 1,265 99 54.4 D L 490 474 97 75.7 E T 1,152 1,174 102 43.1 D R 599 585 98 28.4 C Subtotal 2,241 2,233 100 46.2 D L 138 144 104 76.2 E T 672 675 100 39.7 D R 268 268 100 21.0 C Subtotal 1,078 1,087 101 39.9 D Total 5,852 5,853 100 49.6 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 144 140 97 35.7 D T 239 237 99 23.3 C R 50 50 101 13.7 B Subtotal 433 427 99 26.2 C L 115 112 98 29.8 C T 327 331 101 30.3 C R 340 339 100 19.6 B Subtotal 782 782 100 25.6 C L 500 492 98 40.6 D T 981 1,007 103 21.5 C R 251 250 100 21.1 C Subtotal 1,732 1,749 101 26.8 C L 50 47 94 39.4 D T 516 521 101 36.9 D R 105 104 99 32.1 C Subtotal 671 672 100 36.3 D Total 3,618 3,630 100 28.3 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 55 56 102 26.5 C T 231 227 98 26.3 C R 41 39 96 16.3 B Subtotal 327 322 98 25.1 C L 35 38 108 36.5 D T 161 156 97 25.1 C R 416 419 101 4.3 A Subtotal 612 613 100 11.6 B L 766 786 103 21.1 C T 250 249 100 8.5 A R 70 69 99 6.8 A Subtotal 1,086 1,104 102 17.4 B L 31 32 102 33.7 C T 126 120 95 28.8 C R 40 39 98 16.6 B Subtotal 197 191 97 27.1 C Total 2,221 2,230 100 17.7 B Intersection:15th East & 49th South Type:Roundabout Avg %Avg LOS L 20 18 89 4.9 A T 220 224 102 6.1 A R 20 22 109 4.8 A Subtotal 260 264 102 5.9 A L 116 116 100 18.1 C T 375 376 100 19.2 C R 180 190 105 17.8 C Subtotal 671 682 102 18.6 C L 50 47 94 5.1 A T 163 162 99 7.2 A R 10 11 110 5.1 A Subtotal 223 220 99 6.6 A L 30 29 96 7.0 A T 235 227 96 9.4 A R 102 106 104 7.0 A Subtotal 367 362 99 8.5 A Total 1,523 1,528 100 12.3 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 20 19 94 15.9 C T 280 281 100 19.8 C R 129 127 99 16.8 C Subtotal 429 427 100 18.7 C L 356 354 99 10.3 B T 813 812 100 7.3 A R 125 120 96 8.7 A Subtotal 1,294 1,286 99 8.3 A L 100 103 103 18.6 C T 154 155 100 10.9 B R 45 42 94 6.7 A Subtotal 299 300 100 13.0 B L 53 51 97 7.6 A T 72 71 99 10.9 B R 230 233 101 6.7 A Subtotal 355 355 100 7.7 A Total 2,377 2,368 100 10.7 B Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 14 14 98 4.5 A T 129 121 94 7.7 A R 17 18 104 4.4 A Subtotal 160 153 96 7.0 A L 320 324 101 12.0 B T 212 208 98 12.5 B R 95 97 102 11.8 B Subtotal 627 629 100 12.1 B L 98 101 103 6.5 A T 237 234 99 9.9 A R 28 31 110 6.4 A Subtotal 363 366 101 8.7 A L 9 10 111 5.5 A T 148 142 96 8.1 A R 175 175 100 5.8 A Subtotal 332 327 98 6.8 A Total 1,484 1,475 99 9.6 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 10 12 120 1.6 A T 130 124 96 1.5 A R 10 11 110 0.3 A Subtotal 150 147 98 1.4 A L 105 106 101 4.0 A T 110 108 98 5.3 A R 95 91 96 2.3 A Subtotal 310 305 98 4.0 A L 68 69 101 12.3 B T 472 470 100 5.0 A R 35 37 105 8.8 A Subtotal 575 576 100 6.1 A L 5 5 100 7.0 A T 47 47 101 9.0 A R 65 67 103 5.3 A Subtotal 117 119 102 6.8 A Total 1,152 1,147 100 5.0 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 78 78 100 6.5 A T 143 140 98 2.8 A Subtotal 221 218 99 4.1 A T 290 287 99 8.1 A R 223 226 101 4.6 A Subtotal 513 513 100 6.6 A L 177 177 100 18.2 C R 165 169 102 6.6 A Subtotal 342 346 101 12.5 B Total 1,076 1,077 100 8.0 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 87 83 95 1.5 A R 18 21 115 0.3 A Subtotal 105 104 99 1.3 A L 260 259 100 3.0 A T 196 197 101 3.4 A Subtotal 456 456 100 3.2 A L 12 11 90 12.1 B T 20 20 101 3.6 A R 133 135 102 8.4 A Subtotal 165 166 101 8.1 A Total 726 726 100 4.0 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 10 11 110 0.7 A T 32 30 93 1.2 A R 10 13 130 0.3 A Subtotal 52 54 104 0.9 A L 67 65 97 1.3 A T 59 59 100 1.5 A R 25 25 99 0.6 A Subtotal 151 149 99 1.3 A L 63 61 97 11.1 B T 205 210 102 13.4 B R 10 9 90 9.0 A Subtotal 278 280 101 12.8 B L 5 5 100 8.4 A T 130 132 102 9.7 A R 33 34 102 4.8 A Subtotal 168 171 102 8.7 A Total 649 654 101 8.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 29 96 8.6 A R 5 5 100 4.5 A Subtotal 35 34 97 8.0 A L 6 6 100 6.1 A R 25 26 103 3.9 A Subtotal 31 32 103 4.3 A L 39 38 98 4.3 A T 486 486 100 4.2 A R 39 41 106 3.5 A Subtotal 564 565 100 4.2 A L 5 5 100 2.6 A T 256 253 99 1.0 A R 11 10 91 0.3 A Subtotal 272 268 99 1.0 A Total 902 899 100 3.4 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 20 20 99 8.0 A R 7 7 100 3.6 A Subtotal 27 27 100 6.9 A L 13 13 98 7.5 A R 25 27 107 3.8 A Subtotal 38 40 105 5.0 A L 39 35 90 2.2 A T 355 358 101 2.2 A R 39 37 95 0.8 A Subtotal 433 430 99 2.1 A L 11 10 91 2.1 A T 227 222 98 1.0 A R 21 23 108 0.2 A Subtotal 259 255 98 1.0 A Total 757 752 99 2.0 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 16 16 98 7.2 A R 9 10 111 3.7 A Subtotal 25 26 104 5.9 A T 355 357 101 1.3 A R 20 20 99 0.5 A Subtotal 375 377 101 1.3 A L 15 15 98 2.6 A T 242 238 98 1.0 A Subtotal 257 253 98 1.1 A Total 658 656 100 1.4 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 8 7 88 1.3 A T 133 128 96 0.7 A Subtotal 141 135 96 0.7 A T 180 178 99 1.5 A R 43 44 103 1.0 A Subtotal 223 222 100 1.4 A L 27 26 95 5.4 A R 5 4 80 3.7 A Subtotal 32 30 94 5.2 A Total 397 387 98 1.5 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project Time Period:Evening Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 10 10 100 0.8 A T 118 114 96 0.3 A Subtotal 128 124 97 0.3 A T 146 145 99 0.9 A R 40 37 93 0.4 A Subtotal 186 182 98 0.8 A L 23 22 95 5.1 A R 6 6 100 3.1 A Subtotal 29 28 97 4.7 A Total 343 334 97 1.0 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 452 451 100 81.8 F T 388 389 100 28.7 C R 118 117 99 7.4 A Subtotal 958 957 100 51.1 D L 140 143 102 61.5 E T 287 281 98 35.0 C R 235 237 101 21.6 C Subtotal 662 661 100 35.9 D L 225 224 100 77.5 E T 481 483 100 23.6 C R 302 299 99 7.9 A Subtotal 1,008 1,006 100 30.9 C L 168 164 97 77.3 E T 1,305 1,315 101 26.5 C R 299 291 97 16.3 B Subtotal 1,772 1,770 100 29.5 C Total 4,400 4,394 100 35.6 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 372 378 102 35.9 D T 306 295 96 18.1 B R 34 38 112 11.5 B Subtotal 712 711 100 27.2 C L 125 122 98 23.5 C T 244 249 102 33.4 C R 490 484 99 33.8 C Subtotal 859 855 100 32.2 C L 145 143 99 64.6 E T 484 486 100 16.7 B R 110 114 104 15.6 B Subtotal 739 743 101 25.8 C L 45 45 100 34.0 C T 910 908 100 44.1 D R 80 80 100 42.3 D Subtotal 1,035 1,033 100 43.5 D Total 3,345 3,342 100 33.3 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 145 147 102 21.4 C T 314 300 96 18.5 B R 27 25 93 10.0 A Subtotal 486 472 97 19.0 B L 25 25 101 25.6 C T 183 186 102 19.2 B R 628 636 101 6.1 A Subtotal 836 847 101 9.6 A L 259 255 98 22.9 C T 216 218 101 5.0 A R 40 42 105 5.3 A Subtotal 515 515 100 13.9 B L 31 30 98 22.1 C T 172 165 96 21.2 C R 50 52 103 11.1 B Subtotal 253 247 98 19.2 B Total 2,089 2,081 100 13.9 B Intersection:15th East & 49th South Type:Roundabout Avg %Avg LOS L 20 21 106 9.4 A T 375 371 99 9.8 A R 5 7 140 9.1 A Subtotal 400 399 100 9.8 A L 64 61 96 4.3 A T 130 132 101 5.5 A R 50 49 98 3.1 A Subtotal 244 242 99 4.7 A L 145 144 99 5.1 A T 158 154 97 7.3 A R 15 16 105 5.0 A Subtotal 318 314 99 6.2 A L 35 37 106 14.2 B T 256 254 99 16.1 C R 150 149 99 14.0 B Subtotal 441 440 100 15.2 C Total 1,403 1,395 99 9.8 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 20 21 106 9.0 A T 325 320 98 11.6 B R 52 51 98 7.8 A Subtotal 397 392 99 11.0 B L 109 100 92 4.4 A T 593 589 99 2.6 A R 55 56 101 4.7 A Subtotal 757 745 98 3.0 A L 120 117 98 7.2 A T 72 71 99 4.9 A R 35 32 91 6.0 A Subtotal 227 220 97 6.3 A L 61 59 97 5.8 A T 116 116 100 9.5 A R 341 346 102 5.2 A Subtotal 518 521 101 6.2 A Total 1,898 1,878 99 5.9 A Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 17 16 93 3.9 A T 141 142 101 6.7 A R 27 27 101 3.3 A Subtotal 185 185 100 6.0 A L 145 145 100 9.0 A T 168 172 102 7.3 A R 86 90 105 9.0 A Subtotal 399 407 102 8.3 A L 100 94 94 3.2 A T 90 91 102 6.4 A R 13 10 75 2.6 A Subtotal 203 195 96 4.7 A L 31 28 91 7.3 A T 256 253 99 10.1 B R 390 391 100 6.7 A Subtotal 677 672 99 8.0 A Total 1,463 1,459 100 7.4 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 45 45 100 2.0 A T 200 192 96 2.6 A R 5 5 100 1.0 A Subtotal 250 242 97 2.5 A L 55 57 103 3.6 A T 112 116 103 3.7 A R 86 84 98 2.3 A Subtotal 253 257 102 3.2 A L 124 119 96 13.2 B T 117 122 104 4.1 A R 20 20 101 9.1 A Subtotal 261 261 100 8.6 A L 5 4 80 8.8 A T 66 69 105 12.1 B R 160 162 101 8.1 A Subtotal 231 235 102 9.3 A Total 995 995 100 5.9 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 104 102 98 2.7 A T 222 222 100 1.8 A Subtotal 326 324 99 2.1 A T 90 86 96 3.2 A R 131 130 99 2.1 A Subtotal 221 216 98 2.5 A L 150 146 97 9.8 A R 81 83 102 3.9 A Subtotal 231 229 99 7.7 A Total 778 769 99 3.9 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 137 137 100 1.7 A R 17 18 104 0.4 A Subtotal 154 155 101 1.5 A L 101 100 99 2.2 A T 50 49 98 1.4 A Subtotal 151 149 99 1.9 A L 14 12 84 11.8 B T 20 21 104 3.1 A R 189 187 99 9.8 A Subtotal 223 220 99 9.3 A Total 529 524 99 5.0 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 5 5 100 0.7 A T 37 36 97 0.7 A R 5 7 140 0.3 A Subtotal 47 48 102 0.6 A L 43 42 98 1.4 A T 36 33 92 2.0 A R 53 52 98 0.7 A Subtotal 132 127 96 1.3 A L 23 25 110 7.4 A T 90 88 98 8.3 A R 5 5 100 5.6 A Subtotal 118 118 100 8.0 A L 5 4 80 8.7 A T 165 165 100 10.1 B R 56 58 103 6.0 A Subtotal 226 227 100 9.0 A Total 524 520 99 6.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 41 43 105 7.4 A R 10 11 107 3.7 A Subtotal 51 54 106 6.6 A L 8 7 85 8.1 A R 37 37 100 4.8 A Subtotal 45 44 98 5.3 A L 14 14 98 2.8 A T 176 166 94 1.9 A R 14 13 91 1.0 A Subtotal 204 193 95 1.9 A L 2 2 100 0.6 A T 420 421 100 1.1 A R 3 3 100 0.2 A Subtotal 425 426 100 1.1 A Total 726 717 99 2.0 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 28 94 7.6 A R 13 13 98 3.8 A Subtotal 43 41 95 6.4 A L 15 16 105 7.6 A R 37 40 108 4.3 A Subtotal 52 56 108 5.2 A L 14 10 70 2.0 A T 165 158 96 1.1 A R 14 15 105 0.4 A Subtotal 193 183 95 1.1 A L 5 5 100 1.0 A T 359 358 100 0.8 A R 6 5 83 0.2 A Subtotal 370 368 99 0.8 A Total 659 648 98 1.6 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 17 15 87 6.6 A R 17 19 110 3.2 A Subtotal 34 34 100 4.7 A T 186 178 96 0.7 A R 8 8 97 0.3 A Subtotal 194 186 96 0.7 A L 7 6 83 1.8 A T 354 354 100 1.0 A Subtotal 361 360 100 1.0 A Total 589 580 98 1.1 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 2 2 100 0.5 A T 146 148 102 0.6 A Subtotal 148 150 101 0.6 A T 131 125 95 1.0 A R 14 14 98 0.8 A Subtotal 145 139 96 1.0 A L 38 37 97 4.8 A R 6 7 117 3.3 A Subtotal 44 44 100 4.6 A Total 337 333 99 1.3 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Morning Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 3 2 67 0.6 A T 119 122 103 0.3 A Subtotal 122 124 102 0.3 A T 125 119 95 0.5 A R 12 14 114 0.2 A Subtotal 137 133 97 0.5 A L 30 30 101 4.8 A R 7 7 97 3.4 A Subtotal 37 37 100 4.5 A Total 296 294 99 0.9 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 441 426 97 69.6 E T 640 629 98 52.1 D R 178 174 98 27.3 C Subtotal 1,259 1,229 98 54.7 D L 402 393 98 76.8 E T 557 550 99 51.4 D R 315 309 98 20.1 C Subtotal 1,274 1,252 98 51.6 D L 490 487 99 75.8 E T 1,152 1,153 100 39.8 D R 599 608 101 23.0 C Subtotal 2,241 2,248 100 43.1 D L 138 137 99 85.2 F T 672 685 102 40.6 D R 268 277 103 21.9 C Subtotal 1,078 1,099 102 41.4 D Total 5,852 5,828 100 47.2 D Intersection: Ammon Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 144 148 103 34.3 C T 239 236 99 22.0 C R 50 49 98 13.4 B Subtotal 433 433 100 25.2 C L 115 113 98 29.6 C T 327 322 99 29.3 C R 340 350 103 19.7 B Subtotal 782 785 100 25.1 C L 500 497 99 39.9 D T 981 970 99 20.4 C R 251 248 99 20.7 C Subtotal 1,732 1,715 99 26.1 C L 50 49 98 39.9 D T 516 519 101 41.8 D R 105 107 102 35.5 D Subtotal 671 675 101 40.7 D Total 3,618 3,608 100 28.5 C Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & Sunnyside Rd Type:Signalized Avg %Avg LOS L 55 54 99 27.0 C T 231 232 100 26.0 C R 41 43 106 14.4 B Subtotal 327 329 101 24.6 C L 35 34 96 33.9 C T 161 169 105 23.5 C R 416 421 101 4.3 A Subtotal 612 624 102 11.1 B L 766 763 100 22.4 C T 250 239 96 9.0 A R 70 66 94 6.0 A Subtotal 1,086 1,068 98 18.4 B L 31 32 102 30.4 C T 126 128 102 28.5 C R 40 42 106 15.6 B Subtotal 197 202 103 26.1 C Total 2,221 2,223 100 18.0 B Intersection:15th East & 49th South Type:Roundabout Avg %Avg LOS L 20 15 74 4.7 A T 220 224 102 5.9 A R 20 17 84 4.5 A Subtotal 260 256 98 5.7 A L 116 117 101 10.8 B T 375 377 100 12.2 B R 180 190 105 4.6 A Subtotal 671 684 102 9.8 A L 50 48 96 5.2 A T 163 164 100 7.3 A R 10 10 100 5.0 A Subtotal 223 222 100 6.7 A L 30 27 89 7.7 A T 235 237 101 9.4 A R 102 104 102 7.0 A Subtotal 367 368 100 8.6 A Total 1,523 1,530 100 8.4 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 49th South Type:Roundabout Avg %Avg LOS L 20 19 94 14.4 B T 280 272 97 17.4 C R 129 133 103 13.9 B Subtotal 429 424 99 16.2 C L 356 352 99 9.0 A T 813 823 101 6.1 A R 125 120 96 8.0 A Subtotal 1,294 1,295 100 7.1 A L 100 99 99 13.8 B T 154 154 100 9.3 A R 45 46 103 7.5 A Subtotal 299 299 100 10.5 B L 53 52 99 4.3 A T 72 75 104 7.4 A R 230 232 101 3.8 A Subtotal 355 359 101 4.6 A Total 2,377 2,377 100 8.8 A Intersection: Ammon Rd & 49th South Type:Roundabout Avg %Avg LOS L 14 14 98 4.0 A T 129 127 99 7.5 A R 17 15 87 3.8 A Subtotal 160 156 98 6.8 A L 320 317 99 13.7 B T 212 209 98 13.9 B R 95 94 99 13.5 B Subtotal 627 620 99 13.7 B L 98 98 100 7.4 A T 237 241 102 10.6 B R 28 31 110 6.9 A Subtotal 363 370 102 9.4 A L 9 10 111 4.7 A T 148 151 102 7.3 A R 175 180 103 4.8 A Subtotal 332 341 103 5.9 A Total 1,484 1,487 100 10.2 B Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Crowley Rd & 49th South Type:Unsignalized Avg %Avg LOS L 10 11 110 1.3 A T 130 129 99 1.4 A R 10 10 100 0.4 A Subtotal 150 150 100 1.3 A L 105 105 100 3.9 A T 110 109 99 5.2 A R 95 99 104 2.7 A Subtotal 310 313 101 4.0 A L 68 72 106 12.1 B T 472 467 99 5.0 A R 35 34 96 8.3 A Subtotal 575 573 100 6.1 A L 5 6 120 8.3 A T 47 48 103 9.1 A R 65 64 98 5.0 A Subtotal 117 118 101 6.8 A Total 1,152 1,154 100 5.0 A Intersection:Hitt Road & York Road (65th) Type:Unsignalized Avg %Avg LOS L 78 72 92 6.4 A T 143 145 101 2.6 A Subtotal 221 217 98 3.9 A T 290 289 100 8.7 A R 223 224 100 4.8 A Subtotal 513 513 100 7.0 A L 177 174 98 19.6 C R 165 162 98 7.2 A Subtotal 342 336 98 13.6 B Total 1,076 1,066 99 8.4 A Volume Served Delay/Veh (sec) NB SB EB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Hitt Road & 65th South Type:Unsignalized Avg %Avg LOS T 87 86 99 1.3 A R 18 18 99 0.2 A Subtotal 105 104 99 1.1 A L 260 253 97 3.0 A T 196 198 101 3.4 A Subtotal 456 451 99 3.2 A L 12 10 82 13.6 B T 20 22 111 3.2 A R 133 130 98 8.0 A Subtotal 165 162 98 7.7 A Total 726 717 99 3.9 A Intersection: Ammon Rd & 65th South Type:Unsignalized Avg %Avg LOS L 10 10 100 0.6 A T 32 31 96 1.0 A R 10 10 100 0.1 A Subtotal 52 51 98 0.7 A L 67 70 104 1.5 A T 59 55 94 1.5 A R 25 26 103 0.7 A Subtotal 151 151 100 1.4 A L 63 60 95 12.0 B T 205 203 99 13.1 B R 10 8 80 9.5 A Subtotal 278 271 97 12.8 B L 5 6 120 6.7 A T 130 126 97 9.4 A R 33 34 102 5.0 A Subtotal 168 166 99 8.4 A Total 649 639 98 8.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:Northwest Access & 49th South Type:Unsignalized Avg %Avg LOS L 30 32 106 8.6 A R 5 7 140 4.3 A Subtotal 35 39 111 7.8 A L 6 5 83 8.7 A R 25 30 119 3.7 A Subtotal 31 35 113 4.4 A L 39 36 93 4.7 A T 486 488 100 4.4 A R 39 41 106 3.2 A Subtotal 564 565 100 4.3 A L 5 4 80 2.8 A T 256 255 100 1.0 A R 11 11 100 0.4 A Subtotal 272 270 99 1.0 A Total 902 909 101 3.5 A Intersection:North Access & 49th South Type:Unsignalized Avg %Avg LOS L 20 20 99 7.7 A R 7 8 114 4.0 A Subtotal 27 28 104 6.6 A L 13 12 91 8.2 A R 25 24 95 3.9 A Subtotal 38 36 95 5.3 A L 39 35 90 2.2 A T 355 360 101 2.3 A R 39 40 103 0.7 A Subtotal 433 435 100 2.1 A L 11 10 91 1.9 A T 227 228 100 1.0 A R 21 24 113 0.2 A Subtotal 259 262 101 1.0 A Total 757 761 100 2.1 A Volume Served Delay/Veh (sec) NB SB EB WB SB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection:NE Access & 49th South Type:Unsignalized Avg %Avg LOS L 16 16 98 7.0 A R 9 8 89 4.3 A Subtotal 25 24 96 6.1 A T 355 360 101 1.3 A R 20 20 99 0.5 A Subtotal 375 380 101 1.3 A L 15 16 105 2.3 A T 242 244 101 1.1 A Subtotal 257 260 101 1.2 A Total 658 664 101 1.4 A Intersection: Ammon Rd & East North Access Type:Unsignalized Avg %Avg LOS L 8 7 88 1.0 A T 133 130 98 0.7 A Subtotal 141 137 97 0.7 A T 180 179 99 1.6 A R 43 44 103 1.1 A Subtotal 223 223 100 1.5 A L 27 26 95 5.4 A R 5 5 100 3.5 A Subtotal 32 31 97 5.1 A Total 397 391 99 1.5 A Volume Served Delay/Veh (sec) NB SB EB EB WB Approach Movement Demand Volume Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB SimTraffic LOS Report Project:Ammon 240 TIS Analysis Period:Future (2031) Plus Project (Mitigated) Time Period:Evening Peak Hour Project #:UT21-2038 Intersection: Ammon Rd & East South Access Type:Unsignalized Avg %Avg LOS L 10 9 90 0.6 A T 118 116 98 0.3 A Subtotal 128 125 98 0.3 A T 146 144 99 0.9 A R 40 40 101 0.4 A Subtotal 186 184 99 0.8 A L 23 22 95 4.8 A R 6 6 100 3.3 A Subtotal 29 28 97 4.5 A Total 343 337 98 0.9 A SB EB Approach Movement Demand Volume Volume Served Delay/Veh (sec) NB Ammon - 240 Acre Residential Traffic Impact Study APPENDIX C Site Plan Ammon - 240 Acre Residential Traffic Impact Study APPENDIX D 95th Percentile Queue Length Reports SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Existing (2021) Background Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LTR R T TR 01: Hitt Rd & Sunnyside Rd 175 ----75 100 --100 ----125 100 --150 --75 125 --125 ----75 225 -- 02: Ammon Rd & Sunnyside Rd 125 ------75 75 75 ------100 150 125 ----150 75 50 ------150 150 03: Crowley Rd & Sunnyside Rd ----125 ----------150 --------100 ----------75 ------ 04: 15th East & 49th South ----25 ----------50 --------100 ----------150 ------ 05: Hitt Road & 49th South ----25 ----------50 --------75 ----------100 ------ 06: Ammon Rd & 49th South ----75 ----------100 --------75 ----------125 ------ 07: Crowley Rd & 49th South ----25 ----------25 --------75 ----------75 ------ 08: Hitt Road & York Road (65th)--50 ------------------25 75 --50 ---------------- 09: Hitt Road & 65th South --------------50 --------------------75 -------- 10: Ammon Rd & 65th South ----------------25 --------75 ----------75 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Existing (2021) Background Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LTR R T TR 01: Hitt Rd & Sunnyside Rd 225 ----100 200 --175 ----150 175 --225 --200 275 --125 ----100 200 -- 02: Ammon Rd & Sunnyside Rd 100 ------75 75 100 ------125 100 250 ----275 125 50 ------125 125 03: Crowley Rd & Sunnyside Rd ----100 ----------100 --------225 ----------75 ------ 04: 15th East & 49th South ----25 ----------75 --------100 ----------125 ------ 05: Hitt Road & 49th South ----25 ----------100 --------100 ----------100 ------ 06: Ammon Rd & 49th South ----75 ----------125 --------75 ----------100 ------ 07: Crowley Rd & 49th South ----25 ----------50 --------75 ----------75 ------ 08: Hitt Road & York Road (65th)--50 ------------------25 75 --75 ---------------- 09: Hitt Road & 65th South ----------25 --50 --------------------75 -------- 10: Ammon Rd & 65th South ----------------25 --------100 ----------75 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Existing (2021) Plus Project Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 175 ------75 125 --100 ----150 100 --125 ----75 125 --125 ------150 250 -- 02: Ammon Rd & Sunnyside Rd 150 --------75 75 75 ------100 150 125 ------150 75 50 --------150 150 03: Crowley Rd & Sunnyside Rd ------125 ----------150 ----------100 ------------75 ------ 04: 15th East & 49th South ------25 ----------50 ----------125 ------------150 ------ 05: Hitt Road & 49th South ------25 ----------75 ----------100 ------------200 ------ 06: Ammon Rd & 49th South ------75 ----------100 ----------75 ------------150 ------ 07: Crowley Rd & 49th South ------25 ----------25 ----------75 ------------100 ------ 08: Hitt Road & York Road (65th)----50 ------------------25 75 ----50 ------------------ 09: Hitt Road & 65th South ----------------50 ----------------------75 ---------- 10: Ammon Rd & 65th South ------------------25 ----------75 ------------75 ------ 11: Northwest Access & 49th South ------75 ----------75 ----------25 ------------25 ------ 12: North Access & 49th South ------75 ----------75 ----------25 ------------25 ------ 13: NE Access & 49th South --50 --------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------50 ---------------------- 15: Ammon Rd & East South Access ----25 ----------------------50 ---------------------- NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Existing (2021) Plus Project Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 225 ------100 200 --175 ----175 200 --300 ----250 325 --125 ------125 225 -- 02: Ammon Rd & Sunnyside Rd 100 --------75 100 100 ------150 125 275 ------325 150 75 --------125 125 03: Crowley Rd & Sunnyside Rd ------100 ----------100 ----------250 ------------75 ------ 04: 15th East & 49th South ------50 ----------50 ----------100 ------------150 ------ 05: Hitt Road & 49th South ------50 ----------150 ----------175 ------------475 ------ 06: Ammon Rd & 49th South ------75 ----------200 ----------100 ------------100 ------ 07: Crowley Rd & 49th South ------25 ----------25 ----------75 ------------75 ------ 08: Hitt Road & York Road (65th)----50 ------------------25 75 ----75 ------------------ 09: Hitt Road & 65th South ----------------50 ----------------------75 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ----------100 ------------75 ------ 11: Northwest Access & 49th South ------50 ----------50 ----------50 ------------25 ------ 12: North Access & 49th South ------50 ----------50 ----------25 ------------25 ------ 13: NE Access & 49th South --50 --------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------50 ---------------------- 15: Ammon Rd & East South Access ----25 ----------------------50 ---------------------- NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Existing (2021) Plus Project (Mitigated) Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 175 ------75 125 --125 ----125 100 --125 ----75 150 --125 ------125 250 -- 02: Ammon Rd & Sunnyside Rd 175 --------100 100 75 ------125 175 125 ------150 75 50 --------175 175 03: Crowley Rd & Sunnyside Rd ------125 ----------150 ----------100 ------------75 ------ 04: 15th East & 49th South ------25 ----------50 ----------125 ------------150 ------ 05: Hitt Road & 49th South ------75 ----------75 ----------50 ------------100 ------ 06: Ammon Rd & 49th South ------50 ----------75 ----------50 ------------100 ------ 07: Crowley Rd & 49th South ------25 ----------25 ----------75 ------------100 ------ 08: Hitt Road & York Road (65th)----50 ------------------25 75 ----50 ------------------ 09: Hitt Road & 65th South ----------------50 ----------------------75 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ----------75 ------------75 ------ 11: Northwest Access & 49th South ------75 ----------75 ----------25 ------------25 ------ 12: North Access & 49th South ------75 ----------75 ----------25 ------------25 ------ 13: NE Access & 49th South --50 --------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------50 ---------------------- 15: Ammon Rd & East South Access ----------------------------75 ---------------------- NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Existing (2021) Plus Project (Mitigated) Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 250 ------100 200 --175 ----175 200 --300 ----250 550 --125 ------125 225 -- 02: Ammon Rd & Sunnyside Rd 100 --------75 100 100 ------150 125 250 ------325 150 75 --------125 125 03: Crowley Rd & Sunnyside Rd ------100 ----------100 ----------300 ------------75 ------ 04: 15th East & 49th South ------50 ----------50 ----------100 ------------125 ------ 05: Hitt Road & 49th South ------100 ----------200 ----------75 ------------75 ------ 06: Ammon Rd & 49th South ------50 ----------125 ----------75 ------------75 ------ 07: Crowley Rd & 49th South ------25 ----------50 ----------75 ------------75 ------ 08: Hitt Road & York Road (65th)----75 ------------------25 75 ----75 ------------------ 09: Hitt Road & 65th South ------------25 --50 ----------------------75 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ----------100 ------------75 ------ 11: Northwest Access & 49th South ------50 ----------50 ----------25 ------------25 ------ 12: North Access & 49th South ------50 ----------50 ----------50 ------------25 ------ 13: NE Access & 49th South --50 --------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------75 ---------------------- 15: Ammon Rd & East South Access ----25 ----------------------50 ---------------------- NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2026) Background Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LTR R T TR 01: Hitt Rd & Sunnyside Rd 200 ----75 125 --125 ----150 125 --150 --100 150 --150 ----175 300 -- 02: Ammon Rd & Sunnyside Rd 200 ------100 100 100 ------150 225 125 ----200 100 50 ------200 200 03: Crowley Rd & Sunnyside Rd ----225 ----------1,200 --------150 ----------100 ------ 04: 15th East & 49th South ----25 ----------50 --------175 ----------225 ------ 05: Hitt Road & 49th South ----50 ----------75 --------100 ----------125 ------ 06: Ammon Rd & 49th South ----75 ----------125 --------75 ----------175 ------ 07: Crowley Rd & 49th South ----25 ----------50 --------100 ----------100 ------ 08: Hitt Road & York Road (65th)--50 ------------------25 75 --50 ---------------- 09: Hitt Road & 65th South --------------50 --------------------100 -------- 10: Ammon Rd & 65th South ----25 ----------25 --------75 ----------75 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2026) Background Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LTR R T TR 01: Hitt Rd & Sunnyside Rd 350 ----125 400 --225 ----200 200 --325 --275 350 --125 ----175 250 -- 02: Ammon Rd & Sunnyside Rd 100 ------100 100 100 ------175 150 325 ----550 425 50 ------175 175 03: Crowley Rd & Sunnyside Rd ----125 ----------250 --------2,775 ----------75 ------ 04: 15th East & 49th South ----50 ----------75 --------125 ----------225 ------ 05: Hitt Road & 49th South ----50 ----------150 --------200 ----------200 ------ 06: Ammon Rd & 49th South ----75 ----------175 --------100 ----------100 ------ 07: Crowley Rd & 49th South ----25 ----------50 --------100 ----------75 ------ 08: Hitt Road & York Road (65th)--75 ------------------25 125 --100 ---------------- 09: Hitt Road & 65th South --------------75 --------------------75 -------- 10: Ammon Rd & 65th South ----25 ----------25 --------100 ----------75 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2026) Background (Mitigated) Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 225 ----75 125 --125 ----175 125 --150 --100 150 --125 ------175 275 -- 02: Ammon Rd & Sunnyside Rd 175 ------100 100 100 ------150 225 150 ----200 100 75 --------225 225 03: Crowley Rd & Sunnyside Rd 150 --------150 50 ----150 100 --150 ------75 50 ----------125 04: 15th East & 49th South ----25 ----------50 --------200 ----------150 --75 ---- 05: Hitt Road & 49th South 25 --------25 50 ----25 25 --75 ------50 50 ----------125 06: Ammon Rd & 49th South ----75 ----------125 --------75 ------------225 ------ 07: Crowley Rd & 49th South ----50 ----------50 --------100 ------------100 ------ 08: Hitt Road & York Road (65th)--50 ------------------25 75 --50 ------------------ 09: Hitt Road & 65th South --------------50 --------------------100 ---------- 10: Ammon Rd & 65th South ----25 ----------25 --------75 ------------100 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2026) Background (Mitigated) Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 350 ----150 375 --225 ----200 200 --325 --300 350 --125 ------175 250 -- 02: Ammon Rd & Sunnyside Rd 100 ------100 100 100 ------175 150 325 ----400 275 50 --------175 175 03: Crowley Rd & Sunnyside Rd 100 --------150 50 ----100 125 --300 ------100 50 ----------100 04: 15th East & 49th South ----50 ----------75 --------125 ----------150 --75 ---- 05: Hitt Road & 49th South 25 --------25 75 ----25 ----100 ------75 50 ----------100 06: Ammon Rd & 49th South ----75 ----------175 --------100 ------------100 ------ 07: Crowley Rd & 49th South ----25 ----------50 --------75 ------------75 ------ 08: Hitt Road & York Road (65th)--75 ------------------25 100 --75 ------------------ 09: Hitt Road & 65th South --------------50 --------------------75 ---------- 10: Ammon Rd & 65th South ----25 ----------25 --------100 ------------75 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2026) Plus Project Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 225 ------75 150 --125 ----150 125 --175 ----100 150 --150 ------200 275 -- 02: Ammon Rd & Sunnyside Rd 200 --------125 100 100 ------150 225 150 ------200 100 75 --------225 225 03: Crowley Rd & Sunnyside Rd 150 ----------150 50 ----150 100 --150 --------75 50 ----------125 04: 15th East & 49th South ------25 ----------50 ----------175 ----------175 --75 ---- 05: Hitt Road & 49th South ------75 ----------75 ----------75 ------------125 ------ 06: Ammon Rd & 49th South ------50 ----------100 ----------50 ------------150 ------ 07: Crowley Rd & 49th South ------25 ----------50 ----------100 ------------100 ------ 08: Hitt Road & York Road (65th)----75 ------------------25 75 ----50 ------------------ 09: Hitt Road & 65th South ------------25 --50 ----------------------100 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ----------75 ------------100 ------ 11: Northwest Access & 49th South ------75 ----------75 ----------25 -------------------- 12: North Access & 49th South ------50 ----------50 ----------25 ------------25 ------ 13: NE Access & 49th South --50 --------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------50 ---------------------- 15: Ammon Rd & East South Access ----25 ----------------------75 ---------------------- NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2026) Plus Project Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 275 ------150 275 --225 ----225 275 --325 ----350 650 --150 ------250 300 -- 02: Ammon Rd & Sunnyside Rd 125 --------100 100 100 ------150 200 275 ------325 275 75 --------175 175 03: Crowley Rd & Sunnyside Rd 100 ----------150 50 ----100 125 --300 --------100 50 ----------125 04: 15th East & 49th South ------50 ----------75 ----------150 ----------225 --100 ---- 05: Hitt Road & 49th South ------100 ----------425 ----------100 ------------75 ------ 06: Ammon Rd & 49th South ------75 ----------150 ----------100 ------------75 ------ 07: Crowley Rd & 49th South ------25 ----------50 ----------75 ------------75 ------ 08: Hitt Road & York Road (65th)----75 ------------------25 125 ----100 ------------------ 09: Hitt Road & 65th South ----------------75 ----------------------75 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ----------100 ------------75 ------ 11: Northwest Access & 49th South ------75 ----------50 ----------50 ------------25 ------ 12: North Access & 49th South ------50 ----------50 ----------50 ------------25 ------ 13: NE Access & 49th South --50 --------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------50 ---------------------- 15: Ammon Rd & East South Access ----25 ----------------------50 ---------------------- NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2026) Plus Project (Mitigated) Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LT LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 225 ------75 150 --125 ----175 125 --150 ------100 150 --150 ------225 325 -- 02: Ammon Rd & Sunnyside Rd 225 --------150 100 100 ------150 225 150 --------200 100 75 --------225 250 03: Crowley Rd & Sunnyside Rd 150 ----------150 50 ----150 100 --150 ----------75 50 ----------125 04: 15th East & 49th South 25 ----------25 50 ----25 ----------175 ----------175 --75 ---- 05: Hitt Road & 49th South ------100 ------50 --------25 ----75 --25 ----------125 ------ 06: Ammon Rd & 49th South ------75 ----------100 ------------50 ------------175 ------ 07: Crowley Rd & 49th South ------25 ----------50 ------------75 ------------100 ------ 08: Hitt Road & York Road (65th)----50 ------------------25 75 ------75 ------------------ 09: Hitt Road & 65th South ------------25 --50 ------------------------100 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ------------75 ------------100 ------ 11: Northwest Access & 49th South ------75 ----------75 ------------25 ------------25 ------ 12: North Access & 49th South ------75 ----------75 ------------25 ------------25 ------ 13: NE Access & 49th South --50 ----------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------50 ------------------------ 15: Ammon Rd & East South Access ----25 ----------------------50 ------------------------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2026) Plus Project (Mitigated) Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LT LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 275 ------175 300 --250 ----200 275 --325 ------350 500 --150 ------225 300 -- 02: Ammon Rd & Sunnyside Rd 125 --------100 100 100 ------150 200 275 --------375 275 75 --------175 175 03: Crowley Rd & Sunnyside Rd 100 ----------175 50 ----125 125 --300 ----------100 50 ----------125 04: 15th East & 49th South 25 ----------25 50 ----25 25 --------125 ----------175 --75 ---- 05: Hitt Road & 49th South ------125 ------100 --------50 ----100 --50 ----------75 ------ 06: Ammon Rd & 49th South ------75 ----------125 ------------100 ------------75 ------ 07: Crowley Rd & 49th South ------25 ----------50 ------------75 ------------75 ------ 08: Hitt Road & York Road (65th)----75 ------------------25 125 ------100 ------------------ 09: Hitt Road & 65th South ----------------75 ------------------------75 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ------------100 ------------75 ------ 11: Northwest Access & 49th South ------75 ----------50 ------------50 ------------25 ------ 12: North Access & 49th South ------50 ----------50 ------------50 ------------25 ------ 13: NE Access & 49th South --50 ----------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------75 ------------------------ 15: Ammon Rd & East South Access ----25 ----------------------50 ------------------------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2031) Background Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 250 ----75 150 --125 ----175 150 --150 --125 175 --175 ------250 325 -- 02: Ammon Rd & Sunnyside Rd 275 ------225 150 125 ------225 400 250 ----400 250 150 --------325 325 03: Crowley Rd & Sunnyside Rd 450 --------250 50 ----250 175 --225 ------125 100 ----------175 04: 15th East & 49th South ----50 ----------75 --------450 ----------225 --125 ---- 05: Hitt Road & 49th South 25 --------25 50 ----25 ----100 ------50 75 ----------200 06: Ammon Rd & 49th South ----75 ----------150 --------75 ------------525 ------ 07: Crowley Rd & 49th South ----50 ----------50 --------100 ------------125 ------ 08: Hitt Road & York Road (65th)--75 ------------------25 75 --75 ------------------ 09: Hitt Road & 65th South --------------50 --------------------100 ---------- 10: Ammon Rd & 65th South ----25 ----------25 --------75 ------------100 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2031) Background Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 275 ----175 300 --250 ----200 225 --325 --350 775 --125 ------225 275 -- 02: Ammon Rd & Sunnyside Rd 125 ------125 125 125 ------175 225 400 ----325 275 75 --------225 225 03: Crowley Rd & Sunnyside Rd 150 --------225 75 ----150 150 --475 ------200 100 ----------150 04: 15th East & 49th South ----75 ----------100 --------250 ----------800 --375 ---- 05: Hitt Road & 49th South 50 --------25 100 ----25 25 --150 ------75 100 ----------150 06: Ammon Rd & 49th South ----75 ----------225 --------125 ------------125 ------ 07: Crowley Rd & 49th South ----25 ----------50 --------100 ------------75 ------ 08: Hitt Road & York Road (65th)--75 ------------------25 125 --100 ------------------ 09: Hitt Road & 65th South --------------75 --------------------75 ---------- 10: Ammon Rd & 65th South ----25 ----------25 --------100 ------------100 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2031) Background (Mitigated) Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 250 ----75 150 --125 ----150 150 --175 --125 175 --150 ------250 325 -- 02: Ammon Rd & Sunnyside Rd 300 ------275 175 125 ------225 375 200 ----175 200 150 --------400 400 03: Crowley Rd & Sunnyside Rd 125 --------175 75 ----25 150 --125 ------100 50 ----------150 04: 15th East & 49th South ----125 ----------75 --------75 ------------150 ------ 05: Hitt Road & 49th South ----100 ----------75 --------75 ------------100 ------ 06: Ammon Rd & 49th South ----75 ----------150 --------75 ----------125 --125 ---- 07: Crowley Rd & 49th South ----50 ----------50 --------100 ------------125 ------ 08: Hitt Road & York Road (65th)--75 ------------------25 75 --50 ------------------ 09: Hitt Road & 65th South --------------50 --------------------100 ---------- 10: Ammon Rd & 65th South ----------------25 --------75 ------------100 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2031) Background (Mitigated) Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LT LTR R T TR L LT LTR R T TR L LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 275 ----175 275 --225 ----200 225 --300 --350 450 --150 ------225 275 -- 02: Ammon Rd & Sunnyside Rd 125 ------125 125 125 ------175 225 425 ----400 325 75 --------225 225 03: Crowley Rd & Sunnyside Rd 100 --------200 75 ------150 --225 ------150 75 ----------150 04: 15th East & 49th South ----75 ----------325 --------75 ------------100 ------ 05: Hitt Road & 49th South ----100 ----------225 --------100 ------------75 ------ 06: Ammon Rd & 49th South ----75 ----------275 --------125 ----------100 --100 ---- 07: Crowley Rd & 49th South ----25 ----------50 --------100 ------------75 ------ 08: Hitt Road & York Road (65th)--75 ------------------25 125 --100 ------------------ 09: Hitt Road & 65th South --------------75 --------------------75 ---------- 10: Ammon Rd & 65th South ----25 ----------25 --------100 ------------75 ------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2031) Plus Project Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LT LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 375 ------75 475 --125 ----175 150 --175 ------125 175 --175 ------275 375 -- 02: Ammon Rd & Sunnyside Rd 275 --------200 150 125 ------225 400 225 --------200 200 150 --------450 475 03: Crowley Rd & Sunnyside Rd 125 ----------175 50 ----25 125 --125 ----------100 75 ----------150 04: 15th East & 49th South ------125 ----------75 ------------100 ------------175 ------ 05: Hitt Road & 49th South ------125 ------50 --------25 ----75 --25 ----------225 ------ 06: Ammon Rd & 49th South ------75 ----------125 ------------75 ------------275 ------ 07: Crowley Rd & 49th South ------50 ----------50 ------------100 ------------125 ------ 08: Hitt Road & York Road (65th)----75 ------------------25 100 ------75 ------------------ 09: Hitt Road & 65th South ----------------50 ------------------------100 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ------------75 ------------100 ------ 11: Northwest Access & 49th South ------75 ----------75 ------------50 ------------25 ------ 12: North Access & 49th South ------75 ----------75 ------------25 ------------25 ------ 13: NE Access & 49th South --75 ----------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------75 ------------------------ 15: Ammon Rd & East South Access ----25 ----------------------50 ------------------------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2031) Plus Project Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LT LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 350 ------275 400 --325 ----225 350 --375 ------350 675 --125 ------225 275 -- 02: Ammon Rd & Sunnyside Rd 150 --------125 125 125 ------200 275 425 --------325 325 100 --------250 250 03: Crowley Rd & Sunnyside Rd 100 ----------200 75 ----25 150 --250 ----------150 75 ----------150 04: 15th East & 49th South ------100 ----------375 ------------75 ------------100 ------ 05: Hitt Road & 49th South ------200 ------100 --------50 ----125 --50 ----------100 ------ 06: Ammon Rd & 49th South ------75 ----------200 ------------100 ------------75 ------ 07: Crowley Rd & 49th South ------25 ----------75 ------------100 ------------75 ------ 08: Hitt Road & York Road (65th)----100 ------------------25 125 ------100 ------------------ 09: Hitt Road & 65th South ----------------75 ------------------------75 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ------------125 ------------100 ------ 11: Northwest Access & 49th South ------75 ----------50 ------------50 ------------25 ------ 12: North Access & 49th South ------50 ----------50 ------------50 ------------25 ------ 13: NE Access & 49th South --50 ----------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ------------------25 --75 ------------------------ 15: Ammon Rd & East South Access ----25 ----------------------50 ------------------------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2031) Plus Project (Mitigated) Time Period: Morning Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LT LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 350 ------75 325 --125 ----175 150 --175 ------125 175 --200 ------300 375 -- 02: Ammon Rd & Sunnyside Rd 300 --------300 200 125 ------225 400 200 --------175 200 175 --------450 475 03: Crowley Rd & Sunnyside Rd 125 ----------175 75 ----25 150 --125 ----------100 75 ----------150 04: 15th East & 49th South ------150 --------75 --25 ----------75 ------------200 ------ 05: Hitt Road & 49th South ------100 ------50 --------50 ----75 --25 --------75 --25 ---- 06: Ammon Rd & 49th South ------75 ----------125 ------------50 ----------100 --25 ---- 07: Crowley Rd & 49th South ------50 ----------50 ------------100 ------------125 ------ 08: Hitt Road & York Road (65th)----75 ------------------25 100 ------75 ------------------ 09: Hitt Road & 65th South ----------------50 ------------------------100 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ------------75 ------------100 ------ 11: Northwest Access & 49th South ------75 ----------75 ------------25 ------------25 ------ 12: North Access & 49th South ------75 ----------75 ------------25 ------------25 ------ 13: NE Access & 49th South --50 ----------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------75 ------------------------ 15: Ammon Rd & East South Access ----25 ----------------------50 ------------------------ NB SB EB WB SimTraffic Queueing Report Project: Ammon 240 TIS Analysis: Future (2031) Plus Project (Mitigated) Time Period: Evening Peak Hour 95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-2038 Intersection L LR LT LTR R T TR L LT LTR R T TR L LR LT LTR R T TR L LR LT LTR R T TR 01: Hitt Rd & Sunnyside Rd 325 ------250 375 --300 ----225 300 --325 ------325 850 --125 ------250 300 -- 02: Ammon Rd & Sunnyside Rd 150 --------125 125 125 ------200 275 450 --------300 300 125 --------275 300 03: Crowley Rd & Sunnyside Rd 100 ----------200 75 ----25 150 --225 ----------125 75 ----------150 04: 15th East & 49th South ------75 --------175 --75 ----------75 ------------100 ------ 05: Hitt Road & 49th South ------175 ------125 --------100 ----100 --50 --------50 --25 ---- 06: Ammon Rd & 49th South ------75 ----------200 ------------125 ----------50 -------- 07: Crowley Rd & 49th South ------25 ----------50 ------------100 ------------75 ------ 08: Hitt Road & York Road (65th)----100 ------------------25 150 ------100 ------------------ 09: Hitt Road & 65th South ----------------75 ------------------------75 ---------- 10: Ammon Rd & 65th South ------25 ----------25 ------------125 ------------100 ------ 11: Northwest Access & 49th South ------75 ----------50 ------------50 ------------25 ------ 12: North Access & 49th South ------50 ----------50 ------------50 ------------25 ------ 13: NE Access & 49th South --50 ----------------------------------------25 -------- 14: Ammon Rd & East North Access ----25 ----------------------75 ------------------------ 15: Ammon Rd & East South Access ----25 ----------------------50 ------------------------ NB SB EB WB