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Home My WebLink AboutLincoln County Development - Traffic Impact Analysis Final Lincoln County Development TIS MAY 2023 PREPARED FOR: PREPARED BY: LINCOLN COUNTY DEVELOPMENT 1180 North Mountain Springs Pkwy, Springville, Utah 84663 TEL 801.704.5220 sunrise-eng.com 5/30/2023 i Lincoln County Development TIS EXECUTIVE SUMMARY The following Traffic Impact Study (TIS) addresses the impacts of four proposed developments located in Lincoln County, Wyoming. The four proposed developments are located as follows: • Etna Ranch – Located north and south of Clark Ln east of US-89 • Prater Canyon – Located north of Prater Canyon Rd and east of US-89 • Vista Hills – Located south of Prater Canyon Rd and east of US-89 • Mountain Valley Estates – Located north of Prater Canyon Rd and East of Muddy String Rd Traffic Analysis A traffic analysis was performed by Sunrise Engineering according to the development parameters provided by the client. EXISTING (2023) BACKGROUND CONDITIONS Sunrise Engineering collected weekday morning (7-9 AM) and afternoon (4-6 PM) peak hour traffic counts for the following intersections: • County Rd 115 (Clark Ln Rd) / County Rd 117 (Muddy String Rd) • County Rd 116 (Prater Canyon Rd) / County Rd 117 (Muddy String Rd) • US-89 / County Rd 115 (Clark Ln Rd) • US-89 / County Rd 116 (Prater Canyon Rd) The traffic counts were collected on April 11 and 12, 2023. PROJECT CONDITIONS The developments in this TIS include the following land uses: • Etna Ranch – 96 detached single-family homes and 96 guest homes • Prater Canyon – 21 detached single-family homes and 21 guest homes ii Lincoln County Development TIS • Vista Hills – 14 detached single-family homes and 14 guest homes • Mountain Valley Estates – 68 detached single-family homes and 68 guest homes, 20 fourplexes (80 residential units), 4 commercial lots. Each development was assigned trips based on a recommended 11.25 daily trip rate per single family dwelling from Lincoln County. All other land use trips were assigned based on ITE Trip Generation Manual 11th Edition: Low-rise multi-family (ITE code 220), Fast Food Restaurant with drive through (ITE Code 934), and Strip Retail Plaza (ITE code 822). Summary Results/Recommendations BACKGROUND SCENARIOS • Existing (2023) – No mitigations • Phase 1 (2024) – No mitigations • Phase 2 (2029) – No mitigations • Phase 3 (2035) – No mitigations • Phase 4 (2042) – No mitigations • Phase 5 (2047) – Mitigations o US-89/County Road 115 – Signal + PROJECT SCENARIOS • Phase 1(2024) + Project – No mitigations • Phase 2 (2029) + Project – No mitigations • Phase 3 (2035) + Project – Mitigations o US-89/County Rd 115 – Signal, WB left-turn lane, SB left-turn lane. o US-89/County Rd 116 – Signal • Phase 4 (2042) + Project + Mit – No mitigations • Phase 5 (2047) + Project + Mit – No mitigations iii Lincoln County Development TIS TABLE OF CONTENTS Executive Summary .............................................................................................................................. i Traffic Analysis ................................................................................................................................. i Existing (2023) Background Conditions ...................................................................................... i Project Conditions ......................................................................................................................... i Summary Results/Recommendations ......................................................................................... ii Background Scenarios ................................................................................................................. ii + Project Scenarios ....................................................................................................................... ii Table of Contents ................................................................................................................................ iii List of Tables .......................................................................................................................................... v List of Figures ........................................................................................................................................ vi Introduction .......................................................................................................................................... 1 Existing (2023) ....................................................................................................................................... 8 Level of Service .............................................................................................................................. 8 Intersection Analysis ...................................................................................................................... 8 Phase 1 (2024) .................................................................................................................................... 11 Future Traffic Growth ................................................................................................................... 11 Phase 1 (2024) + Project ................................................................................................................... 13 Trip Generation ............................................................................................................................ 13 Origin/Destination & Trip Distribution ......................................................................................... 15 Phase 2 (2029) .................................................................................................................................... 19 Phase 2 (2029) + Project ................................................................................................................... 21 Phase 3 (2035) .................................................................................................................................... 24 Phase 3 (2035) + Project ................................................................................................................... 26 Phase 4 (2042) .................................................................................................................................... 30 Phase 4 (2042) + Project ................................................................................................................... 32 iv Lincoln County Development TIS Phase 5 (2047) .................................................................................................................................... 35 Phase 5 (2047) + Project ................................................................................................................... 37 Conclusions/Recommendations ..................................................................................................... 40 Background Recommendations ............................................................................................... 40 + Project Recommendations ..................................................................................................... 40 APPENDICES ........................................................................................................................................ 41 Appendix A – Traffic Counts....................................................................................................... 42 Appendix B – Synchro Access and Intersection Analyses ..................................................... 43 Appendix C – Trip Distribution .................................................................................................... 44 v Lincoln County Development TIS LIST OF TABLES Table 1: LOS Criteria ............................................................................................................................ 8 Table 2: Existing (2023) Delay/LOS ..................................................................................................... 9 Table 3: Growth Factor ..................................................................................................................... 11 Table 4: Phase 1 (2024) Delay/LOS .................................................................................................. 11 Table 5: Trip Generation .................................................................................................................... 14 Table 6: Phase 1 (2024) + Project Delay/LOS ................................................................................. 16 Table 7: Phase 2 (2029) Delay/LOS .................................................................................................. 19 Table 8: Phase 2 (2029) + Project Delay/LOS ................................................................................. 21 Table 9: Phase 3 (2035) Delay/LOS .................................................................................................. 24 Table 10: Phase 3 (2035) + Project Delay/LOS ............................................................................... 26 Table 11: Phase 3 (2035) + Project + Mitigation Delay/LOS ......................................................... 27 Table 12: Phase 4 (2042) Delay/LOS ................................................................................................ 30 Table 13: Phase 4 (2042) + Project Delay/LOS ............................................................................... 32 Table 14: Phase 5 (2047) Delay/LOS ................................................................................................ 35 Table 15: Phase 5 (2047) + Project Delay/LOS ............................................................................... 37 vi Lincoln County Development TIS LIST OF FIGURES Figure 1: Project Site Location Aerial Map ....................................................................................... 3 Figure 2: Site Plan Etna Ranch ............................................................................................................ 4 Figure 3: Site Plan - Prater Canyon .................................................................................................... 5 Figure 4: Site Plan - Vista Hills .............................................................................................................. 6 Figure 5: Site Plan - Mountain Valley Estates .................................................................................... 7 Figure 6: Existing (2023) Turn Movement Volumes ......................................................................... 10 Figure 7: Phase 1 (2024) Turn Movement Volumes ........................................................................ 12 Figure 8: AM Peak Hour Trip Distribution .......................................................................................... 15 Figure 9: PM Peak Hour Trip Distribution .......................................................................................... 15 Figure 10: Phase 1 (2024) + Project Turn Movement Volumes AM .............................................. 17 Figure 11: Phase 1 (2024) + Project Turn Movement Volumes PM ............................................... 18 Figure 12: Phase 2 (2029) Turn Movement Volumes ...................................................................... 20 Figure 13: Phase 2 (2029) + Project Turn Movement Volumes AM .............................................. 22 Figure 14: Phase 2 (2029) + Project Turn Movement Volumes PM ............................................... 23 Figure 15: Phase 3 (2035) Turn Movement Volumes ...................................................................... 25 Figure 16: Phase 3 (2035) + Project Turn Movement Volumes AM .............................................. 28 Figure 17: Phase 3 (2035) + Project Turn Movement Volumes PM ............................................... 29 Figure 18: Phase 4 (2042) Turn Movement Volumes ...................................................................... 31 Figure 19: Phase 4 (2042) + Project Turn Movement Volumes AM .............................................. 33 Figure 20: Phase 4 (2042) + Project Turn Movement Volumes PM ............................................... 34 Figure 21: Phase 5 (2047) Turn Movement Volumes ...................................................................... 36 Figure 22: Phase 5 (2047) + Project Turn Movement Volumes AM .............................................. 38 Figure 23: Phase 5 (2047) + Project Turn Movement Volumes PM ............................................... 39 1 Lincoln County Development TIS INTRODUCTION Lincoln County Planning and Development have requested the developers of the Etna Ranch, Prater Canyon, Vista Hills, and Mountain Valley Estates subdivisions provide a joint traffic impact study to understand the potential impact these close proximity developments may have on existing and future traffic conditions of county roads. The proposed development sites are located within Lincoln County between Etna, Freedom, and Star Valley Ranch. The existing parcels are currently farmland without any existing development. The major list of roadways impacted by the developments are: • US-89 – N/S direction of travel, one travel lane in each direction, US Highway, 65 mph speed limit • County Road 117 (Muddy String Road) – N/S direction of travel, one travel lane in each direction, County Road, 45 mph speed limit • County Road 116 (Prater Canyon Road) – E/W direction of travel, one travel lane in each direction, County Road, 35 mph speed limit • County Road 115 (Lark Lane Road) – E/W direction of travel, one travel lane in each direction, County Road, 45 mph speed limit Lincoln County has requested the TIS include analysis years at time of development, time of full buildout, and five years after buildout which encompasses a total of 24 years of analyses. The four separate developments each have their own construction phasing. The analysis years included in the TIS are as follows: • Existing • 2024 • 2029 • 2035 • 2042 (Full Buildout) • 2047 (Five Years Post-Development) The developments are proposed to include the following land uses: • Etna Ranch – 96 detached single-family homes and 96 guest homes • Prater Canyon – 21 detached single-family homes and 21 guest homes • Vista Hills – 14 detached single-family homes and 14 guest homes • Mountain Valley Estates – 68 detached single-family homes and 68 guest homes, 20 fourplexes (80 residential units), 4 commercial lots. 2 Lincoln County Development TIS The exact use of the four commercial lots in the Mountain Valley Estates development is unknown and may still change to be additional multi-family units. The four commercial lots have been assumed to be a mixture of fast-food restaurants with drive-throughs and a strip retail plaza. These commercial land uses would be considered conservative uses because of their higher traffic impact. Figure 1 shows an overview aerial of the proposed development locations. Figure 2, Figure 3, Figure 4, and Figure 5 show the conceptual site plans for each development as provided at the time of this TIS. 3 Lincoln County Development TIS Figure 1: Project Site Location Aerial Map 4 Lincoln County Development TIS Figure 2: Site Plan Etna Ranch 5 Lincoln County Development TIS Figure 3: Site Plan - Prater Canyon 6 Lincoln County Development TIS Figure 4: Site Plan - Vista Hills 7 Lincoln County Development TIS Figure 5: Site Plan - Mountain Valley Estates 8 Lincoln County Development TIS EXISTING (2023) Level of Service Level of service (LOS) is a term used to qualitatively describe the operating conditions of a roadway based on factors such as speed, travel time, maneuverability, delay, and safety. The level of service of a facility is designated with a letter, A to F, with A representing the best operating conditions and F the worst. Typically, LOS C is acceptable for rural intersections and LOS D is acceptable for more urban intersections. LOS E is the point at which the intersection reaches capacity. When analyzing a two-way, stop-controlled intersection the Highway Capacity Manual (HCM) does not specify average intersection delay and LOS. Table 1 shows the criteria used to analyze stop-controlled movements at signalized and unsignalized intersections. Table 1: LOS Criteria Intersection Analysis Traffic counts were gathered by Sunrise Engineering during the AM and PM peak hours on Tuesday, April 11, 2023 and Wednesday, April 12, 2023, at the following intersections. • County Rd 115 (Clark Ln Rd) / County Rd 117 (Muddy String Rd) • County Rd 116 (Prater Canyon Rd) / County Rd 117 (Muddy String Rd) • US-89 / County Rd 115 (Clark Ln Rd) • US-89 / County Rd 116 (Prater Canyon Rd) Signalized Unsignalized A ≤ 10 ≤ 10 B > 10 - 20 > 10 - 15 C > 20 - 35 > 15 - 25 D > 35 - 55 > 25 - 35 E > 55 - 80 > 35 - 50 F > 80 > 50 Level of Service Average Control Delay (sec/veh) 9 Lincoln County Development TIS The peak-hour counts were used as the existing volumes to provide an analysis of existing conditions. The turn movement volumes for AM and PM peak hours are shown in Figure 6 respectively. The raw count data can be found in Appendix A. The intersection of US-89 & County Rd 115 (Clark Lane) and US-89 & County Road 116 are both unsignalized with the east and west approaches being stop-controlled. It should be noted that the west approach of the US-89/Clark Lane intersection is a private drive and acts as a stop-controlled approach. The intersection of County Road 117 & County Road 115 (Clark Lane) is an unsignalized T- intersection with a stop-controlled north approach. This intersection is modeled as a 3-way stop-controlled intersection to provide delay and LOS values. County Road 117 & County Road 116 is an unsignalized T-intersection with a stop-controlled west approach. The LOS was determined through HCM methodologies using Synchro 11 software. Complete model outputs are located in Appendix B. Table 2 summarizes the Existing (2023) AM and PM traffic LOS for the intersections studied. All intersections currently operate at LOS C or better. No mitigations are recommended. Table 2: Existing (2023) Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 15.2 C 14 B County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 7.5 A 7.4 A US-89 & County Rd 116 (Prater Canyon Rd)3 11.9 B 11.2 B County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 8.6 A 8.7 A Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Existing 2023 Conditions Intersection Intersection Number AM Peak Hour PM Peak Hour SCALE: DATE: Lincoln County Development Traffic Impact Study Existing AM/PM Peak Hour Traffic Volumes N/A 4/25/23 1 AM PEAK HOUR PM PEAK HOUR 67 02400212216 5298117 027100231469 1613402 AM PEAK HOUR PM PEAK HOURCOUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) 3 AM PEAK HOUR PM PEAK HOUR 193 52413261932 22661341 032482230418 4156304 AM PEAK HOUR PM PEAK HOUR 4 2 511181814 3 2472541 2 43 COUNTY RD 116 (PRATER CANYON RD)US-897 0 5004058 7 21022 11 Lincoln County Development TIS PHASE 1 (2024) Future Traffic Growth As previously discussed, the estimated full buildout of all four developments occurs by the year 2042 and the horizon analysis year is 2047. The TIS required a growth factor to project existing traffic volumes out to each phase. Both population growth and historical AADT volumes were considered in establishing this growth factor. The US-89 Historical AADT, provided through WYDOT, produces a more conservative growth rate of 2.88% per year and was used for all background traffic volume scenarios as well as added to the project traffic to create “+ Project” scenarios Table 3 shows the growth factor used for each phase derived from the below growth rate equation. 𝒚=(𝟏+𝒓)𝒕 y = Growth Factor r = Growth Rate (%) t = Time (years) Table 3: Growth Factor Figure 7 shows turn movement volumes projected out to the year 2024 using the growth factor previously calculated. Table 4 shows the resulting LOS analysis after increasing traffic volumes out to 2024. All intersections continue to operate at an LOS C or better. No mitigations are recommended. Table 4: Phase 1 (2024) Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 15.5 C 14.4 B County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 7.5 A 7.5 A US-89 & County Rd 116 (Prater Canyon Rd)3 12.1 B 11.3 B County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 8.7 A 8.7 A Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Intersection Intersection Number AM Peak Hour PM Peak Hour 2024 Conditions Phase Year Growth Factor Existing 2023 1.00 Phase 1 2024 1.03 Phase 2 2029 1.19 Phase 3 2035 1.41 Phase 4 2042 1.71 Phase 5 2047 1.98 SCALE: DATE: Lincoln County Development Traffic Impact Study 2024 AM/PM Peak Hour Traffic Volumes N/A 4/25/23COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN)1 2 43 COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR PM PEAK HOUR 2 AM PEAK HOUR PM PEAK HOUR 3 AM PEAK HOUR PM PEAK HOUR 4 AM PEAK HOUR PM PEAK HOUR290 139 77 610 080 11 425 4723 14 26261673 6 32166419323238434 0 14 1428222205634125 5 320 016019833762001 320 20 1320562371200 260 72 13 Lincoln County Development TIS PHASE 1 (2024) + PROJECT Trip Generation The Institute of Transportation Engineers (ITE) Trip Generation (11th Edition) handbook was used to estimate trips for each proposed land use as well as recommended trip generation provided by Lincoln County for single-family homes (11.25 trips per lot). The total daily trips generated by all four developments at full buildout is equal to 8,013 trips with 566 trips occurring in the AM peak hour and 659 trips occurring in the PM peak hour. Table 5 shows the trip generation for each proposed development broken out by land use types and construction phasing. The land use types were based on the conceptual layouts currently proposed by the developer. A trip generation for each development was analyzed with guest houses in mind for each of the single-family lots. As requested by Lincoln County the guest houses were assumed to be occupied a high percentage of time compared to normal guest homes. Typically, guest homes would be smaller than the main house and generate a smaller number of trips. For this reason, it was assumed that the trips generated would be similar to trips generated by low-rise multi-family units. All development accesses were analyzed as stop-controlled with the major road being free and the minor road having to stop. 14 Lincoln County Development TIS Table 5: Trip Generation Avg. Rate Total In Out Avg. Rate Total In Out Avg. Rate Total In Out Single-Family Detached (ITE Code 210)50%50%20%80%65%35% Dwelling Units 84 84 2 8 9 5 Guest House 50%50%24%76%63%37% Dwelling Units 51 51 1 5 5 3 Single-Family Detached (ITE Code 210)50%50%20%80%65%35% Dwelling Units 174 174 4 17 19 10 Guest House 50%50%24%76%63%37% Dwelling Units 104 104 3 9 10 6 Single-Family Detached (ITE Code 210)50%50%20%80%65%35% Dwelling Units 135 135 3 13 15 8 Guest House 50%50%24%76%63%37% Dwelling Units 81 81 2 7 8 5 Single-Family Detached (ITE Code 210)50%50%20%80%65%35% Dwelling Units 146 146 4 15 16 9 Guest House 50%50%24%76%63%37% Dwelling Units 88 88 2 8 8 5 864 864 23 83 90 50 Avg. Rate Total In Out Avg. Rate Total In Out Avg. Rate Total In Out Single-Family Detached (ITE Code 210)50%50%20%80%65%35% Dwelling Units 118 118 3 12 13 7 Guest House 50%50%24%76%63%37% Dwelling Units 71 71 2 6 7 4 189 189 5 18 20 11 Avg. Rate Total In Out Avg. Rate Total In Out Avg. Rate Total In Out Single-Family Detached (ITE Code 210)50%50%20%80%65%35% Dwelling Units 79 79 2 8 9 5 Guest House 50%50%24%76%63%37% Dwelling Units 47 47 1 4 4 3 126 126 3 12 13 7 Avg. Rate Total In Out Avg. Rate Total In Out Avg. Rate Total In Out Single-Family Detached (ITE Code 210)50%50%20%80%65%35% Dwelling Units 68 68 2 7 7 4 Guest House 50%50%24%76%63%37% Dwelling Units 40 40 1 4 4 2 Low-Rise Multi-Family (ITE Code 220)50%50%24%76%63%37% Dwelling Units 67 67 2 6 6 4 Single-Family Detached (ITE Code 210)50%50%20%80%65%35% Dwelling Units 163 163 4 16 18 10 Guest House 50%50%24%76%63%37% Dwelling Units 98 98 3 9 9 5 Low-Rise Multi-Family (ITE Code 220)50%50%24%76%63%37% Dwelling Units 135 135 4 12 13 8 Single-Family Detached (ITE Code 210)50%50%20%80%65%35% Dwelling Units 152 152 4 15 16 9 Guest House 50%50%24%76%63%37% Dwelling Units 91 91 3 8 9 5 Low-Rise Multi-Family (ITE Code 220)50%50%24%76%63%37% Dwelling Units 67 67 2 6 6 4 Strip Retail Plaza (ITE Code 822)50%50%60%40%50%50% 1000 sqft GFA 545 545 28 19 66 66 Fast-Food Restaurant with Drive Through (ITE Code 934)50%50%51%49%52%48% 1000 sqft GFA 1402 1402 137 131 103 95 2653 2653 184 217 240 201 Total New Trips 3831 3831 215 330 363 2698013566659 Lincoln County Development Trip Generation Total Project New Trips Total Project New Trips Total Project New Trips Total Project New Trips 252 15 20 5656 422 469 378 23 30 1727 106 139 20 54.45 1089 2.36 47 6.59 132 6 467.48 2805 44.61 268 33.03 198 Phase 2 (2025-2029) Phase 3 (2030-2033) 0.51 14 20 6.74 135 0.40 8 0.51 10 27 6.74 182 0.40 11 20 27 11.25 304 0.70 19 0.94 25 6.74 270 0.40 16 0.51 0.70 20 0.94 27 29 6.74 195 0.40 12 0.51 15 14 15 6.74 101 0.40 6 0.51 8 6 31 11.25 349 0.70 22 0.94 29 31 0.40 8 0.51 11 23 AM Peak Hour 0.40 10 0.51 12 0.40 10 0.51 13266.74 6.74 209 0.40 12 0.51 16 Phase Three (2035) Phase One (2023-2024) Phase Two (2029) 14 6.74 94 0.40 6 0.51 7 Phase 1 (2023-2024) 24 6.74 162 21 6.74 142 Phase Four (2042) 26 11.25 293 0.70 18 0.94 24 0.70 17 0.94 15 11.25 169 0.70 11 0.94 ETNA RANCH PRATER CANYON VISTA HILLS MOUNTAIN VALLEY ESTATES Weekday AM Peak Hour PM Peak Hour 24 11.25 270 Variable Quantity AM Peak Hour PM Peak Hour Variable Quantity PM Peak Hour 0.70 15 0.94 20 175 Variable Quantity Weekday Weekday 14 11.25 158 12 12 6.74 81 29 11.25 326 40 21 11.25 236 Phase 1 (2023-2024) 0.70 10 0.94 13 Variable Quantity Weekday AM Peak Hour PM Peak Hour 11 20 6.74 135 0.40 8 0.51 10 11.25 135 0.70 8 0.94 0.40 5 0.51 Phase 1 (2023-2024) 15 Lincoln County Development TIS Origin/Destination & Trip Distribution Origin-Destination assumptions are based on existing traffic counts and patterns in the area as well as housing in the vicinity of the proposed development. It is assumed that future buildout will continue to reflect the current patterns as seen in the traffic counts. Figure 8 and Figure 9 show the trip distributions for both the AM and PM peak hours respectively. Detailed trip distributions for each development access can be found in Appendix C. Figure 8: AM Peak Hour Trip Distribution Figure 9: PM Peak Hour Trip Distribution 16 Lincoln County Development TIS Figure 10 and Figure 11 shows the total projected turn-movement volumes after adding in the trips generated by each development in the Phase 1 (2024) + Project scenario. Table 6 shows the resulting LOS analysis for each intersection. Each intersection operates at a LOS C or better. No mitigations are recommended. Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 16.9 C 16.4 C County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 7.6 A 7.5 A US-89 & County Rd 116 (Prater Canyon Rd)3 12.4 B 13.7 B County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 8.8 A 8.8 A County Rd 115 (Clark Lane)& Access A (Etna Hills)A 8.9 A -- County Rd 115 (Clark Lane)& Access B (Etna Hills)B 9.3 A 9.4 A County Rd 115 (Clark Lane)& Access C (Etna Hills)C 8.9 A 8.6 A County Rd 115 (Clark Lane)& Access D (Etna Hills)D 9.2 A 9.4 A County Rd 115 (Clark Lane)& Access E (Etna Hills)E 9.3 A 9.6 A County Rd 115 (Clark Lane)& Access F (Etna Hills)F 8.9 A 9.5 A County Rd 116 (Prater Canyon Rd)& Access G (Prater Canyon/Vista Hills)G 9 A 9.1 A County Rd 116 (Prater Canyon Rd)& Access H (Vista Hills)H 8.8 A 8.8 A County Rd 117 (Muddy String Rd)& Access I (Mountain Valley)I 8.6 A 9 A County Rd 117 (Muddy String Rd)& Access J (Mountain Valley)J 8.6 A 8.9 A Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Intersection Intersection Number AM Peak Hour PM Peak Hour 2024 + Project Conditions Table 6: Phase 1 (2024) + Project Delay/LOS SCALE: DATE: Lincoln County Development Traffic Impact Study 2024 + Project AM Peak Hour Traffic Volumes N/A 4/25/23COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) 1 2 43 COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR 13336924112 00 330 98 A B C D E F J I HG 2 AM PEAK HOUR 13 0 700753 AM PEAK HOUR 1328475212634 126 193 34 4 AM PEAK HOUR 2626 15156 6 AM PEAK HOUR 2411113 5 AM PEAK HOUR 01016 136 0 AM PEAK HOUR 123 0214 013AM PEAK HOUR 01014 122 0 AM PEAK HOUR 30140 0 118 AM PEAK HOUR 2000000140 0 116 0 AM PEAK HOUR 0 6100140000 003AM PEAK HOUR AM PEAK HOUR 7000092102 043 0 A B C D E F G H I AM PEAK HOUR 281193 5 J 7082 037 SCALE: DATE: Lincoln County Development Traffic Impact Study 2024 + Project PM Peak Hour Traffic Volumes N/A 4/25/23COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) 1 2 43 COUNTY RD 116 (PRATER CANYON RD)US-891 PM PEAK HOUR 01642811239220 01 410 24 A B C D E F J I HG 2 PM PEAK HOUR 91 9 2300323 PM PEAK HOUR 321731534330249 734 131 7 4 PM PEAK HOUR 429 56910 16 PM PEAK HOUR 3535584 1 PM PEAK HOUR 001130 68 0 PM PEAK HOUR 64 012118 14PM PEAK HOUR 013116 63 0 PM PEAK HOUR 101133 0 62 PM PEAK HOUR 10000001112 0 61 0 PM PEAK HOUR 0 60031080000 001PM PEAK HOUR PM PEAK HOUR 30010411427 016 0 A B C D E F G H I PM PEAK HOUR 3335594 1 J 30377 013 19 Lincoln County Development TIS PHASE 2 (2029) The background traffic volumes were grown to project a 2029 future scenario. Figure 12 shows the projected turn-movement volumes. Table 7 shows the delay and LOS resulting from the traffic operations analysis for each main intersection. Each intersection is shown to operate at a LOS C or better. No mitigations are recommended. Table 7: Phase 2 (2029) Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 17.6 C 16.4 C County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 7.5 A 7.5 A US-89 & County Rd 116 (Prater Canyon Rd)3 13.1 B 12.1 B County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 8.7 A 8.8 A Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Intersection Intersection Number AM Peak Hour PM Peak Hour 2029 Conditions SCALE: DATE: Lincoln County Development Traffic Impact Study 2029 AM/PM Peak Hour Traffic Volumes N/A 4/25/23COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN)1 2 43 COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR PM PEAK HOUR 2 AM PEAK HOUR PM PEAK HOUR 3 AM PEAK HOUR PM PEAK HOUR 4 AM PEAK HOUR PM PEAK HOUR 83 03000212747 6369124 037100343495 221850234 62913972372 23261651 0395102737322 5191377 3 818303018 4 36133512 0 9007088 11 32034 21 Lincoln County Development TIS PHASE 2 (2029) + PROJECT Trips generated from Phase 2 (2029) of each development were added to the background volumes to create a Phase 2 (2029) + Project scenario. Figure 13 and Figure 14 shows the final AM and PM turn-movement counts at each intersection and proposed development accesses. Table 8 shows the delay and LOS resulting from the traffic operations analysis for each intersection. Each intersection is shown to operate at a LOS C or better. No mitigations are recommended. Table 8: Phase 2 (2029) + Project Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 22 C 24.7 C County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 7.8 A 7.7 A US-89 & County Rd 116 (Prater Canyon Rd)3 13.9 B 17.8 C County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 9.1 A 9.2 A County Rd 115 (Clark Lane)& Access A (Etna Hills)A 9.3 A 8.8 A County Rd 115 (Clark Lane)& Access B (Etna Hills)B 9.7 A 10 A County Rd 115 (Clark Lane)& Access C (Etna Hills)C 9.2 A 8.7 A County Rd 115 (Clark Lane)& Access D (Etna Hills)D 9.6 A 9.8 A County Rd 115 (Clark Lane)& Access E (Etna Hills)E 9.7 A 10.1 B County Rd 115 (Clark Lane)& Access F (Etna Hills)F 9.2 A 9.8 A County Rd 116 (Prater Canyon Rd)& Access G (Prater Canyon/Vista Hills)G 9.1 A 9.3 A County Rd 116 (Prater Canyon Rd)& Access H (Vista Hills)H 8.9 A 9 A County Rd 117 (Muddy String Rd)& Access I (Mountain Valley)I 8.7 A 9.3 A County Rd 117 (Muddy String Rd)& Access J (Mountain Valley)J 8.8 A 9.3 A Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Intersection Intersection Number AM Peak Hour PM Peak Hour 2029 + Project Conditions SCALE: DATE: Lincoln County Development Traffic Impact Study 2029 + Project AM Peak Hour Traffic Volumes N/A 4/25/23 1 2 43 A B C D E F J I HG COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR 2 AM PEAK HOUR 3 AM PEAK HOUR 4 AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR A B C D E F G H I AM PEAK HOURJ 37028 075 391 1280 4302102900 0073000000140 061 0 0 116 00140000 002118 0014 030 12214010 130142 0 123 0 13616010 5 3111 1246 6 1515262634 319261 34 62125728413750070 13 98 03300 2 1241963331 SCALE: DATE: Lincoln County Development Traffic Impact Study 2029 + Project AM Peak Hour Traffic Volumes N/A 4/25/23 1 2 43 A B C D E F J I HG COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) COUNTY RD 116 (PRATER CANYON RD)US-891 PM PEAK HOUR 2 PM PEAK HOUR 3 PM PEAK HOUR 4 PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR A B C D E F G H I PM PEAK HOURJ 290757 034 138318 12400 33076211401 00340100001499 075 0 0 79 071580000 00383 012163 150 88175940 7118315 0 92 0 99198310 4 137718 124820 26 24693558 3263910 14 283903629206374401310 136 40 05710 0 2451172431880 24 Lincoln County Development TIS PHASE 3 (2035) The background traffic volumes were grown to project a 2035 future scenario. Figure 15 shows the projected turn-movement volumes. Table 9 shows the delay and LOS resulting from the traffic operations analysis for each main intersection. Each intersection is shown to operate at a LOS C or better. No mitigations are recommended. Table 9: Phase 3 (2035) Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 21.5 C 20.8 C County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 7.6 A 7.6 A US-89 & County Rd 116 (Prater Canyon Rd)3 15 C 13.3 B County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 8.8 A 8.8 A Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach 2035 Conditions Intersection Intersection Number AM Peak Hour PM Peak Hour SCALE: DATE: Lincoln County Development Traffic Impact Study 2035 AM/PM Peak Hour Traffic Volumes N/A 4/25/23COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN)1 2 43 COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR PM PEAK HOUR 2 AM PEAK HOUR PM PEAK HOUR 3 AM PEAK HOUR PM PEAK HOUR 4 AM PEAK HOUR PM PEAK HOUR 98 03500313259 7438128 0442003515113 262200284 73514792813 33871961 0476123244226 6227448 4 1022353522 5 37339615 0 100083105 13 42040 26 Lincoln County Development TIS PHASE 3 (2035) + PROJECT Trips generated from Phase 3 (2035) of each development were added to the background volumes to create a Phase 3 (2035) + Project scenario. Figure 16 and Figure 17 shows the final AM and PM turn-movement counts at each intersection and proposed development accesses. Table 10 shows the delay and LOS resulting from the traffic operations analysis for each intersection. • The US-89 & County Rd 115 (Clark Lane) intersection is shown failing with a LOS F in both the AM and PM peak hours. o It is recommended to signalize the intersection at this phase as well as add a left turn lane to the west and south approaches. • The US-89 & County Rd 116 (Prater Canyon Rd) intersection is shown failing with a LOS F during the PM peak hour. o It is recommended to signalize the intersection at this phase. Table 11 shows the delay and LOS resulting from the above recommended mitigations. Once mitigated, all intersections operate at a LOS B or better. Table 10: Phase 3 (2035) + Project Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 55.7 F 186.6 F County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 9.7 A 8.7 A US-89 & County Rd 116 (Prater Canyon Rd)3 26.2 D 61.4 F County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 11 B 10.7 B County Rd 115 (Clark Lane)& Access A (Etna Hills)A 10.3 B 9.2 A County Rd 115 (Clark Lane)& Access B (Etna Hills)B 11.5 B 12 B County Rd 115 (Clark Lane)& Access C (Etna Hills)C 10.1 B 9.4 A County Rd 115 (Clark Lane)& Access D (Etna Hills)D 11.2 B 11.8 B County Rd 115 (Clark Lane)& Access E (Etna Hills)E 11.5 B 12.1 B County Rd 115 (Clark Lane)& Access F (Etna Hills)F 10.7 B 11.9 B County Rd 116 (Prater Canyon Rd)& Access G (Prater Canyon/Vista Hills)G 10.5 B 10.9 B County Rd 116 (Prater Canyon Rd)& Access H (Vista Hills)H 10 B 10.2 B County Rd 117 (Muddy String Rd)& Access I (Mountain Valley)I 10.2 B 12.5 B County Rd 117 (Muddy String Rd)& Access J (Mountain Valley)J 10.2 B 12.3 B Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach 2035 + Project Conditions Intersection Intersection Number AM Peak Hour PM Peak Hour 27 Lincoln County Development TIS Table 11: Phase 3 (2035) + Project + Mitigation Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 8 A 6.4 A County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 9.7 A 8.7 A US-89 & County Rd 116 (Prater Canyon Rd)3 8 A 7.5 A County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 11 B 10.7 B County Rd 115 (Clark Lane)& Access A (Etna Hills)A 10.3 B 9.2 A County Rd 115 (Clark Lane)& Access B (Etna Hills)B 11.5 B 12 B County Rd 115 (Clark Lane)& Access C (Etna Hills)C 10.1 B 9.4 A County Rd 115 (Clark Lane)& Access D (Etna Hills)D 11.2 B 11.8 B County Rd 115 (Clark Lane)& Access E (Etna Hills)E 11.5 B 12.1 B County Rd 115 (Clark Lane)& Access F (Etna Hills)F 10.7 B 11.9 B County Rd 116 (Prater Canyon Rd)& Access G (Prater Canyon/Vista Hills)G 10.5 B 10.9 B County Rd 116 (Prater Canyon Rd)& Access H (Vista Hills)H 10 B 10.2 B County Rd 117 (Muddy String Rd)& Access I (Mountain Valley)I 10.2 B 12.5 B County Rd 117 (Muddy String Rd)& Access J (Mountain Valley)J 10.2 B 12.3 B Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Intersection Intersection Number AM Peak Hour PM Peak Hour 2035 + Project + Mitigation Conditions SCALE: DATE: Lincoln County Development Traffic Impact Study 2035 + Project AM Peak Hour Traffic Volumes N/A 4/25/23 1 2 43 A B C D E F J I HG COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR 2 AM PEAK HOUR 3 AM PEAK HOUR 4 AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR A B C D E F G H I AM PEAK HOURJ1451169032813 00 600 283 121 0 103028219395976304946 2035 9912 41 3551 31135151 8 9564406352 74051110353 0 332 04105 022072103 325 0 1601003 0 309 10000000982 0 299 0 0 21602960000 001270000921252 0146 0 10464405152 74 701232 0139 SCALE: DATE: Lincoln County Development Traffic Impact Study 2035 + Project AM Peak Hour Traffic Volumes N/A 4/25/23 1 2 43 A B C D E F J I HG COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) COUNTY RD 116 (PRATER CANYON RD)US-891 PM PEAK HOUR 2 PM PEAK HOUR 3 PM PEAK HOUR 4 PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR A B C D E F G H I PM PEAK HOURJ 15407137 0330 8516486 53760 1580714211401 0031101000030514 1137 0 0 148 0123180000 109155 117329 1121 16634614101 9235817 0 176 0 185375430 30 8516386 539923 101 1511035379 201274624 16 3647540882494311054413 313 103 08610 0 3531348582230 30 Lincoln County Development TIS PHASE 4 (2042) The background traffic volumes were grown to project a 2042 future scenario. Figure 18 shows the projected turn-movement volumes. Table 12 shows the delay and LOS resulting from the traffic operations analysis for each main intersection. Each intersection is shown to operate at an acceptable LOS. No mitigations are recommended in this future background phase. Table 12: Phase 4 (2042) Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 29.2 D 32.0 D County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 7.7 A 7.7 A US-89 & County Rd 116 (Prater Canyon Rd)3 18.7 C 15.4 C County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 8.9 A 9.0 A Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Intersection Intersection Number AM Peak Hour PM Peak Hour 2042 Conditions SCALE: DATE: Lincoln County Development Traffic Impact Study 2042 AM/PM Peak Hour Traffic Volumes N/A 4/25/23COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN)1 2 43 COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR PM PEAK HOUR 2 AM PEAK HOUR PM PEAK HOUR 3 AM PEAK HOUR PM PEAK HOUR 4 AM PEAK HOUR PM PEAK HOUR 119 043004239411 9531234 0542004624137 322660335 942256113404 44692372 0567143953632 72755310 5 1226434326 6 48847818 0 1300101127 15 42048 32 Lincoln County Development TIS PHASE 4 (2042) + PROJECT Trips generated from Phase 4 (2042) of each development were added to the background volumes to create a Phase 4 (2042) + Project scenario. The + Project scenarios beyond 2035 includes all previous mitigations. Figure 19 and Figure 20 shows the final AM and PM turn- movement counts at each intersection and proposed development accesses. Table 13 shows the delay and LOS resulting from the traffic operations analysis for each intersection. Each intersection is shown to operate at a LOS C or better. No mitigations are recommended. Table 13: Phase 4 (2042) + Project Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 9.7 A 7.7 A County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 9.9 A 8.8 A US-89 & County Rd 116 (Prater Canyon Rd)3 8.7 A 8 A County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 11.4 B 10.9 B County Rd 115 (Clark Lane)& Access A (Etna Hills)A 10.7 B 9.3 A County Rd 115 (Clark Lane)& Access B (Etna Hills)B 12.1 B 12.6 B County Rd 115 (Clark Lane)& Access C (Etna Hills)C 10.4 B 9.6 A County Rd 115 (Clark Lane)& Access D (Etna Hills)D 11.7 B 12.3 B County Rd 115 (Clark Lane)& Access E (Etna Hills)E 12 B 12.7 B County Rd 115 (Clark Lane)& Access F (Etna Hills)F 11 B 12.4 B County Rd 116 (Prater Canyon Rd)& Access G (Prater Canyon/Vista Hills)G 10.6 B 11 B County Rd 116 (Prater Canyon Rd)& Access H (Vista Hills)H 10.1 B 10.3 B County Rd 117 (Muddy String Rd)& Access I (Mountain Valley)I 10.3 B 12.8 B County Rd 117 (Muddy String Rd)& Access J (Mountain Valley)J 10.2 B 12.6 B Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Intersection Intersection Number AM Peak Hour PM Peak Hour 2042 + Project Conditions SCALE: DATE: Lincoln County Development Traffic Impact Study 2042 + Project AM Peak Hour Traffic Volumes N/A 4/25/23 1 2 43 A B C D E F J I HG COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR 2 AM PEAK HOUR 3 AM PEAK HOUR 4 AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR A B C D E F G H I AM PEAK HOURJ 14802125 0774 524840 64960 154021272900 00718000000994 0232 0 0 336 031030000 0014350 04107 0220 372111290 2701137 0 380 0 408120270 74 526540 6410110 151 13835604346 131014221 57 133736974802330003130 124 318 07900 3 239796215452 SCALE: DATE: Lincoln County Development Traffic Impact Study 2042 + Project AM Peak Hour Traffic Volumes N/A 4/25/23 1 2 43 A B C D E F J I HG COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) COUNTY RD 116 (PRATER CANYON RD)US-891 PM PEAK HOUR 2 PM PEAK HOUR 3 PM PEAK HOUR 4 PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR A B C D E F G H I PM PEAK HOURJ 15707145 0330 8517986 53870 1600715011401 0031101000033318 1154 0 0 164 1153500000 109172 123364 1121 18338618101 9240222 0 192 0 201424730 30 8517886 5311027 102 15111963810 211275725 21 4356946893045312155415 335 109 09520 0 3641390712700 35 Lincoln County Development TIS PHASE 5 (2047) The background traffic volumes were grown to project a Phase 5 (2047) future scenario. Figure 21 shows the projected turn-movement volumes. Table 14 shows the delay and LOS resulting from the traffic operations analysis for each main intersection. • The US-89 & County Rd 115 (Clark Lane) intersection is shown failing with a LOS E in the AM peak hour and a LOS F in the PM peak hour. All other intersections are shown to operate at a LOS C or better. The Phase 3 (2035) + Project scenario required mitigations that would also address the mitigations needed during this Phase 5 (2047) scenario. Therefore, no mitigations are recommended. Table 14: Phase 5 (2047) Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 39.8 E 57.3 F County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 7.8 A 7.8 A US-89 & County Rd 116 (Prater Canyon Rd)3 24.7 C 18.0 C County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 9.0 A 9.1 A Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Intersection Intersection Number AM Peak Hour PM Peak Hour 2047 Conditions SCALE: DATE: Lincoln County Development Traffic Impact Study 2047 AM/PM Peak Hour Traffic Volumes N/A 4/25/23COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN)1 2 43 COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR PM PEAK HOUR 2 AM PEAK HOUR PM PEAK HOUR 3 AM PEAK HOUR PM PEAK HOUR 4 AM PEAK HOUR PM PEAK HOUR 138 050004245612 10615239 0622005723159 373090396 1049265123944 45432782 0658164562137 83186111 6 1430505030 7 410254920 0 1500116147 18 53056 37 Lincoln County Development TIS PHASE 5 (2047) + PROJECT Phase 5 (2047) + Project is meant to evaluate the intersection traffic operations five years after full build out. All trips generated from previous phases of each development were added to the 2047 background volumes to create a Phase 5 (2047) + Project scenario. The + Project scenarios beyond 2035 includes all previous mitigations. Figure 22 and Figure 23 shows the final AM and PM turn-movement counts at each intersection and proposed development accesses. Table 15 shows the delay and LOS resulting from the traffic operations analysis for each intersection. Each intersection is shown to operate at a LOS C or better. No additional mitigations are recommended. Table 15: Phase 5 (2047) + Project Delay/LOS Average Control Delay (sec/veh) Level of Service Average Control Delay (sec/veh) Level of Service US-89 & County Rd 115 (Clark Lane)1 11.3 B 8.6 A County Rd 117 (Muddy String Rd) & County Rd 115 (Clark Lane)2 10.2 B 9.1 A US-89 & County Rd 116 (Prater Canyon Rd)3 9.4 A 8.5 A County Rd 117 (Muddy String Rd) & County Rd 116 (Prater Canyon Rd)4 11.7 B 11.2 B County Rd 115 (Clark Lane)& Access A (Etna Hills)A 10.9 B 9.4 A County Rd 115 (Clark Lane)& Access B (Etna Hills)B 12.5 B 13 B County Rd 115 (Clark Lane)& Access C (Etna Hills)C 10.6 B 9.7 A County Rd 115 (Clark Lane)& Access D (Etna Hills)D 12 B 12.7 B County Rd 115 (Clark Lane)& Access E (Etna Hills)E 12.4 B 13.1 B County Rd 115 (Clark Lane)& Access F (Etna Hills)F 11.1 B 12.9 B County Rd 116 (Prater Canyon Rd)& Access G (Prater Canyon/Vista Hills)G 10.7 B 11 B County Rd 116 (Prater Canyon Rd)& Access H (Vista Hills)H 10.1 B 10.3 B County Rd 117 (Muddy String Rd)& Access I (Mountain Valley)I 10.1 B 13.1 B County Rd 117 (Muddy String Rd)& Access J (Mountain Valley)J 10.4 B 12.8 B Source: HCM Methodoligies using Synchro 11 software *Control delay from worst approach Intersection Intersection Number AM Peak Hour PM Peak Hour 2047 + Project Conditions SCALE: DATE: Lincoln County Development Traffic Impact Study 2047 + Project AM Peak Hour Traffic Volumes N/A 4/25/23 1 2 43 A B C D E F J I HG COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) COUNTY RD 116 (PRATER CANYON RD)US-891 AM PEAK HOUR 2 AM PEAK HOUR 3 AM PEAK HOUR 4 AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR A B C D E F G H I AM PEAK HOURJ2545219639723 00 790 318 124 0 1330300234809763731357 2142 10113 46 4360 35138151 10 10164406552 74072120408 0 380 07113 027092111 372 0 2201074 0 350 140000001033 0 336 0 0 23204990000 001870000921272 0154 0 9664404852 74 701252 0148 SCALE: DATE: Lincoln County Development Traffic Impact Study 2047 + Project AM Peak Hour Traffic Volumes N/A 4/25/23 1 2 43 A B C D E F J I HG COUNTY RD 117 (MUDDY STRING RD)COUNTY RD 115 (CLARK LN) COUNTY RD 116 (PRATER CANYON RD)US-891 PM PEAK HOUR 2 PM PEAK HOUR 3 PM PEAK HOUR 4 PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR A B C D E F G H I PM PEAK HOURJ 15907152 0330 8519386 53950 1620715811401 0031101000035818 1170 0 0 179 1153750000 109187 123389 1121 19841118101 9242722 0 208 0 216449730 30 8519286 5311732 103 15213370911 211276526 23 4965452903476112855518 355 115 010320 0 5740412773120 40 Lincoln County Development TIS CONCLUSIONS/RECOMMENDATIONS This joint TIS sought to analyze the impacts of four separate developments on four main intersections and roadways. The developments included in the analysis were phased out through four construction phases (2024, 2029, 2035, and 2042). A five-year post-development analysis (2047) was also included. Background Recommendations All intersections operate at an acceptable LOS until the Phase 5 (2047) scenario. • The intersection at US-89/County Road 115 (Clark Lane) operates at a LOS E (39.8 sec delay) in the AM peak hour and LOS F (57.3 sec delay) in the PM peak hour. o A signal is recommended to be installed due to increased EB left turns and opposing through traffic. + Project Recommendations All intersections and accesses operate at an acceptable LOS until the Phase 3 (2035) + Project scenario. • The intersection at US-89/County Road 115 (Clark Lane) operates at a LOS F (55.7 sec delay) in the AM peak hour and LOS F (186.6 sec delay) in the PM peak hour. o A signal is recommended to be installed as well as an EB and SB left-turn lane due to increased left turn and opposing through traffic volumes. • The intersection at US-89/County Road 116 (Prater Canyon Rd) operates at a acceptable LOS D (26.2 sec delay) in the AM peak hour and a failing LOS F (61.4 sec delay) in the PM peak hour. o A signal is recommended to be installed due to increased left turn and opposing through traffic volumes. Once mitigated all intersections and accesses operate at an acceptable LOS through remaining phases. 31 41 Lincoln County Development TIS APPENDICES Appendix A Traffic Counts Appendix B Synchro Access and Intersection Analyses Appendix C Trip Distribution 42 Lincoln County Development TIS Appendix A – Traffic Counts Date: Location:Route 117 & Route 115 Time Interval: Midnight - Noon Get Next Interval Peak Hour Total Peak Volume Peak Hour 0:00 - 1:00 0:00 - 0:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:00 - 1:00 0:00 - 0:15 0:15 - 0:30 0:15 - 1:15 0:15 - 0:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:15 - 1:15 0:15 - 0:30 0:30 - 0:45 0:30 - 1:30 0:30 - 0:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:30 - 1:30 0:30 - 0:45 0:45 - 1:00 0:45 - 1:45 0:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:45 - 1:45 0:45 - 1:00 1:00 - 1:15 1:00 - 2:00 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 - 2:00 1:00 - 1:15 1:15 - 1:30 1:15 - 2:15 1:15 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 - 2:15 1:15 - 1:30 1:30 - 1:45 1:30 - 2:30 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 2:30 1:30 - 1:45 1:45 - 2:00 1:45 - 2:45 1:45 - 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 - 2:45 1:45 - 2:00 2:00 - 2:15 2:00 - 3:00 2:00 - 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 - 3:00 2:00 - 2:15 2:15 - 2:30 2:15 - 3:15 2:15 - 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 - 3:15 2:15 - 2:30 2:30 - 2:45 2:30 - 3:30 2:30 - 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 - 3:30 2:30 - 2:45 2:45 - 3:00 2:45 - 3:45 2:45 - 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 - 3:45 2:45 - 3:00 3:00 - 3:15 3:00 - 4:00 3:00 - 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 - 4:00 3:00 - 3:15 3:15 - 3:30 3:15 - 4:15 3:15 - 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 - 4:15 3:15 - 3:30 3:30 - 3:45 3:30 - 4:30 3:30 - 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 - 4:30 3:30 - 3:45 3:45 - 4:00 3:45 - 4:45 3:45 - 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 - 4:45 3:45 - 4:00 4:00 - 4:15 4:00 - 5:00 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 - 5:00 4:00 - 4:15 4:15 - 4:30 4:15 - 5:15 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 5:15 4:15 - 4:30 4:30 - 4:45 4:30 - 5:30 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 5:30 4:30 - 4:45 4:45 - 5:00 4:45 - 5:45 4:45 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:45 4:45 - 5:00 5:00 - 5:15 5:00 - 6:00 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 - 6:00 5:00 - 5:15 5:15 - 5:30 5:15 - 6:15 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 6:15 5:15 - 5:30 5:30 - 5:45 5:30 - 6:30 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 6:30 5:30 - 5:45 5:45 - 6:00 5:45 - 6:45 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:45 5:45 - 6:00 6:00 - 6:15 6:00 - 7:00 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 7:00 6:00 - 6:15 6:15 - 6:30 6:15 - 7:15 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 11 6:15 - 7:15 6:15 - 6:30 6:30 - 6:45 6:30 - 7:30 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 30 6:30 - 7:30 6:30 - 6:45 6:45 - 7:00 6:45 - 7:45 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 41 6:45 - 7:45 6:45 - 7:00 7:00 - 7:15 7:00 - 8:00 7:00 - 7:15 1 0 0 0 0 0 0 0 9 1 0 0 11 52 7:00 - 8:00 7:00 - 7:15 7:15 - 7:30 7:15 - 8:15 7:15 - 7:30 3 0 0 0 0 0 0 0 15 1 0 0 19 48 7:15 - 8:15 7:15 - 7:30 7:30 - 7:45 7:30 - 8:30 7:30 - 7:45 1 0 0 0 0 0 0 0 8 2 0 0 11 36 7:30 - 8:30 7:30 - 7:45 7:45 - 8:00 7:45 - 8:45 7:45 - 8:00 0 0 0 0 0 0 0 0 8 3 0 0 11 39 7:45 - 8:45 7:45 - 8:00 8:00 - 8:15 8:00 - 9:00 8:00 - 8:15 1 0 0 0 0 0 0 0 4 2 0 0 7 39 8:00 - 9:00 8:00 - 8:15 8:15 - 8:30 8:15 - 9:15 8:15 - 8:30 0 0 0 0 0 0 0 1 3 2 0 1 7 32 8:15 - 9:15 8:15 - 8:30 8:30 - 8:45 8:30 - 9:30 8:30 - 8:45 2 0 0 0 0 0 0 0 8 4 0 0 14 25 8:30 - 9:30 8:30 - 8:45 8:45 - 9:00 8:45 - 9:45 8:45 - 9:00 0 0 0 0 0 0 0 0 6 5 0 0 11 11 8:45 - 9:45 8:45 - 9:00 9:00 - 9:15 9:00 - 10:00 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 10:00 9:00 - 9:15 9:15 - 9:30 9:15 - 10:15 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 10:15 9:15 - 9:30 9:30 - 9:45 9:30 - 10:30 9:30 - 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 10:30 9:30 - 9:45 9:45 - 10:00 9:45 - 10:45 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:45 9:45 - 10:00 10:00 - 10:15 10:00 - 11:00 10:00 - 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 - 11:00 10:00 - 10:15 10:15 - 10:30 10:15 - 11:15 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 - 11:15 10:15 - 10:30 10:30 - 10:45 10:30 - 11:30 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 - 11:30 10:30 - 10:45 10:45 - 11:00 10:45 - 11:45 10:45 - 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 - 11:45 10:45 - 11:00 11:00 - 11:15 11:00 - 12:00 11:00 - 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 - 12:00 11:00 - 11:15 11:15 - 11:30 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 - 11:30 11:30 - 11:45 11:30 - 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 - 11:45 11:45 - 12:00 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 - 12:00 12:00 - 12:15 52 MAX 4/11/2023 TimeTime SB Right SB Thru SB Left WB Right WB Thru WB Left Street Name Street Name Street Name Street NameEB Right EB Thru NB Left EB Left NB Right NB Thru Date: Location:Route 117 & Route 115 Time Interval:Noon - Midnight Peak Hour Total Peak Volume Peak Hour Get Next Interval 12:00 - 13:00 12:00 - 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 13:00 12:00 - 12:15 12:15 - 12:30 12:15 - 13:15 12:15 - 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 - 13:15 12:15 - 12:30 12:30 - 12:45 12:30 - 13:30 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 13:30 12:30 - 12:45 12:45 - 13:00 12:45 - 13:45 12:45 - 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 13:45 12:45 - 13:00 13:00 - 13:15 13:00 - 14:00 13:00 - 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 - 14:00 13:00 - 13:15 13:15 - 13:30 13:15 - 14:15 13:15 - 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 - 14:15 13:15 - 13:30 13:30 - 13:45 13:30 - 14:30 13:30 - 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 - 14:30 13:30 - 13:45 13:45 - 14:00 13:45 - 14:45 13:45 - 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 - 14:45 13:45 - 14:00 14:00 - 14:15 14:00 - 15:00 14:00 - 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 - 15:00 14:00 - 14:15 14:15 - 14:30 14:15 - 15:15 14:15 - 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 - 15:15 14:15 - 14:30 14:30 - 14:45 14:30 - 15:30 14:30 - 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 - 15:30 14:30 - 14:45 14:45 - 15:00 14:45 - 15:45 14:45 - 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 - 15:45 14:45 - 15:00 15:00 - 15:15 15:00 - 16:00 15:00 - 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 - 16:00 15:00 - 15:15 15:15 - 15:30 15:15 - 16:15 15:15 - 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 29 15:15 - 16:15 15:15 - 15:30 15:30 - 15:45 15:30 - 16:30 15:30 - 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 41 15:30 - 16:30 15:30 - 15:45 15:45 - 16:00 15:45 - 16:45 15:45 - 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 69 15:45 - 16:45 15:45 - 16:00 16:00 - 16:15 16:00 - 17:00 16:00 - 16:15 0 0 0 0 0 0 0 0 11 16 0 2 29 90 16:00 - 17:00 16:00 - 16:15 16:15 - 16:30 16:15 - 17:15 16:15 - 16:30 1 0 0 0 0 0 0 0 3 8 0 0 12 70 16:15 - 17:15 16:15 - 16:30 16:30 - 16:45 16:30 - 17:30 16:30 - 16:45 0 1 0 0 0 0 0 0 5 18 0 4 28 87 16:30 - 17:30 16:30 - 16:45 16:45 - 17:00 16:45 - 17:45 16:45 - 17:00 1 0 0 0 0 0 0 0 3 16 0 1 21 83 16:45 - 17:45 16:45 - 17:00 17:00 - 17:15 17:00 - 18:00 17:00 - 17:15 0 0 0 0 0 0 0 0 2 6 0 1 9 90 17:00 - 18:00 17:00 - 17:15 17:15 - 17:30 17:15 - 18:15 17:15 - 17:30 2 0 0 0 0 0 0 1 6 18 0 2 29 81 17:15 - 18:15 17:15 - 17:30 17:30 - 17:45 17:30 - 18:30 17:30 - 17:45 0 1 0 0 0 0 0 1 6 13 0 3 24 52 17:30 - 18:30 17:30 - 17:45 17:45 - 18:00 17:45 - 18:45 17:45 - 18:00 0 0 0 0 0 0 0 0 12 14 0 2 28 28 17:45 - 18:45 17:45 - 18:00 18:00 - 18:15 18:00 - 19:00 18:00 - 18:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 - 19:00 18:00 - 18:15 18:15 - 18:30 18:15 - 19:15 18:15 - 18:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 - 19:15 18:15 - 18:30 18:30 - 18:45 18:30 - 19:30 18:30 - 18:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 - 19:30 18:30 - 18:45 18:45 - 19:00 18:45 - 19:45 18:45 - 19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 - 19:45 18:45 - 19:00 19:00 - 19:15 19:00 - 20:00 19:00 - 19:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 - 20:00 19:00 - 19:15 19:15 - 19:30 19:15 - 20:15 19:15 - 19:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 - 20:15 19:15 - 19:30 19:30 - 19:45 19:30 - 20:30 19:30 - 19:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 - 20:30 19:30 - 19:45 19:45 - 20:00 19:45 - 20:45 19:45 - 20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 - 20:45 19:45 - 20:00 20:00 - 20:15 20:00 - 21:00 20:00 - 20:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 - 21:00 20:00 - 20:15 20:15 - 20:30 20:15 - 21:15 20:15 - 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 - 21:15 20:15 - 20:30 20:30 - 20:45 20:30 - 21:30 20:30 - 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 - 21:30 20:30 - 20:45 20:45 - 21:00 20:45 - 21:45 20:45 - 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 - 21:45 20:45 - 21:00 21:00 - 21:15 21:00 - 22:00 21:00 - 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 - 22:00 21:00 - 21:15 21:15 - 21:30 21:15 - 22:15 21:15 - 21:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 - 22:15 21:15 - 21:30 21:30 - 21:45 21:30 - 22:30 21:30 - 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 - 22:30 21:30 - 21:45 21:45 - 22:00 21:45 - 22:45 21:45 - 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 - 22:45 21:45 - 22:00 22:00 - 22:15 22:00 - 23:00 22:00 - 22:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 - 23:00 22:00 - 22:15 22:15 - 22:30 22:15 - 23:15 22:15 - 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 - 23:15 22:15 - 22:30 22:30 - 22:45 22:30 - 23:30 22:30 - 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 - 23:30 22:30 - 22:45 22:45 - 23:00 22:45 - 23:45 22:45 - 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 - 23:45 22:45 - 23:00 23:00 - 23:15 23:00 - 24:00 23:00 - 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 - 24:00 23:00 - 23:15 23:15 - 23:30 23:15 - 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 - 23:30 23:30 - 23:45 23:30 - 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 - 23:45 23:45 - 24:00 23:45 - 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 - 24:00 24:00 - 00:15 90 MAX 4/11/2023 EB Right EB Thru Street Name TimeTime EB Left WB Left NB Right NB Thru NB Left Street NameStreet Name Street NameSB Right SB Thru SB Left WB Right WB Thru Date: Location:Route 117 & Route 115 A.M. Peak Hour (Midnight to Noon) 7:00 - 7:15 1 0 0 0 0 0 0 0 9 1 0 0 11 MAX 7:15 - 7:30 3 0 0 0 0 0 0 0 15 1 0 0 19 19 7:30 - 7:45 1 0 0 0 0 0 0 0 8 2 0 0 117:45 - 8:00 0 0 0 0 0 0 0 0 8 3 0 0 11 A.M. PEAK 7:00 - 8:00 5 0 0 0 0 0 0 0 40 7 0 0 Peak Hour Factor: 0.684 P.M. Peak Hour (Noon to Midnight) 16:00 - 16:15 0 0 0 0 0 0 0 0 11 16 0 2 29 MAX 16:15 - 16:30 1 0 0 0 0 0 0 0 3 8 0 0 12 29 16:30 - 16:45 0 1 0 0 0 0 0 0 5 18 0 4 2816:45 - 17:00 1 0 0 0 0 0 0 0 3 16 0 1 21 16:00 - 17:00 2 1 0 0 0 0 0 0 22 58 0 7 P.M. PEAK 3:45 - 4:45 2 1 0 0 0 0 0 0 22 58 0 7 90 Peak Hour Factor: 0.776 NB Thru NB Left Street NameNB Right EB Right EB Thru EB Left Street Name 4/11/2023 Street Name Street NameSB Right SB Thru SB Left WB Right WB Thru NB Right NB Thru NB Left EB Right EB Thru EB Left WB LeftTime Street Name Street Name WB Right WB Thru WB LeftTime Street Name Street NameSB Right SB Thru SB Left Date: Location:Route 117 & Route 116 Time Interval: Midnight - Noon Get Next Interval Peak Hour Total Peak Volume Peak Hour 0:00 - 1:00 0:00 - 0:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:00 - 1:00 0:00 - 0:15 0:15 - 0:30 0:15 - 1:15 0:15 - 0:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:15 - 1:15 0:15 - 0:30 0:30 - 0:45 0:30 - 1:30 0:30 - 0:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:30 - 1:30 0:30 - 0:45 0:45 - 1:00 0:45 - 1:45 0:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:45 - 1:45 0:45 - 1:00 1:00 - 1:15 1:00 - 2:00 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 - 2:00 1:00 - 1:15 1:15 - 1:30 1:15 - 2:15 1:15 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 - 2:15 1:15 - 1:30 1:30 - 1:45 1:30 - 2:30 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 2:30 1:30 - 1:45 1:45 - 2:00 1:45 - 2:45 1:45 - 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 - 2:45 1:45 - 2:00 2:00 - 2:15 2:00 - 3:00 2:00 - 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 - 3:00 2:00 - 2:15 2:15 - 2:30 2:15 - 3:15 2:15 - 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 - 3:15 2:15 - 2:30 2:30 - 2:45 2:30 - 3:30 2:30 - 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 - 3:30 2:30 - 2:45 2:45 - 3:00 2:45 - 3:45 2:45 - 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 - 3:45 2:45 - 3:00 3:00 - 3:15 3:00 - 4:00 3:00 - 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 - 4:00 3:00 - 3:15 3:15 - 3:30 3:15 - 4:15 3:15 - 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 - 4:15 3:15 - 3:30 3:30 - 3:45 3:30 - 4:30 3:30 - 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 - 4:30 3:30 - 3:45 3:45 - 4:00 3:45 - 4:45 3:45 - 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 - 4:45 3:45 - 4:00 4:00 - 4:15 4:00 - 5:00 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 - 5:00 4:00 - 4:15 4:15 - 4:30 4:15 - 5:15 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 5:15 4:15 - 4:30 4:30 - 4:45 4:30 - 5:30 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 5:30 4:30 - 4:45 4:45 - 5:00 4:45 - 5:45 4:45 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:45 4:45 - 5:00 5:00 - 5:15 5:00 - 6:00 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 - 6:00 5:00 - 5:15 5:15 - 5:30 5:15 - 6:15 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 6:15 5:15 - 5:30 5:30 - 5:45 5:30 - 6:30 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 6:30 5:30 - 5:45 5:45 - 6:00 5:45 - 6:45 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:45 5:45 - 6:00 6:00 - 6:15 6:00 - 7:00 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 7:00 6:00 - 6:15 6:15 - 6:30 6:15 - 7:15 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17 6:15 - 7:15 6:15 - 6:30 6:30 - 6:45 6:30 - 7:30 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 25 6:30 - 7:30 6:30 - 6:45 6:45 - 7:00 6:45 - 7:45 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 38 6:45 - 7:45 6:45 - 7:00 7:00 - 7:15 7:00 - 8:00 7:00 - 7:15 1 1 0 0 0 0 0 5 7 1 0 2 17 58 7:00 - 8:00 7:00 - 7:15 7:15 - 7:30 7:15 - 8:15 7:15 - 7:30 0 5 0 0 0 0 0 1 2 0 0 0 8 52 7:15 - 8:15 7:15 - 7:30 7:30 - 7:45 7:30 - 8:30 7:30 - 7:45 1 2 0 0 0 0 0 5 4 1 0 0 13 58 7:30 - 8:30 7:30 - 7:45 7:45 - 8:00 7:45 - 8:45 7:45 - 8:00 3 3 0 0 0 0 0 7 5 2 0 0 20 58 7:45 - 8:45 7:45 - 8:00 8:00 - 8:15 8:00 - 9:00 8:00 - 8:15 0 6 0 0 0 0 0 3 2 0 0 0 11 51 8:00 - 9:00 8:00 - 8:15 8:15 - 8:30 8:15 - 9:15 8:15 - 8:30 0 6 0 0 0 0 0 5 1 1 0 1 14 40 8:15 - 9:15 8:15 - 8:30 8:30 - 8:45 8:30 - 9:30 8:30 - 8:45 0 2 0 0 0 0 0 8 2 1 0 0 13 26 8:30 - 9:30 8:30 - 8:45 8:45 - 9:00 8:45 - 9:45 8:45 - 9:00 0 4 0 0 0 0 0 3 5 1 0 0 13 13 8:45 - 9:45 8:45 - 9:00 9:00 - 9:15 9:00 - 10:00 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 10:00 9:00 - 9:15 9:15 - 9:30 9:15 - 10:15 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 10:15 9:15 - 9:30 9:30 - 9:45 9:30 - 10:30 9:30 - 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 10:30 9:30 - 9:45 9:45 - 10:00 9:45 - 10:45 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:45 9:45 - 10:00 10:00 - 10:15 10:00 - 11:00 10:00 - 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 - 11:00 10:00 - 10:15 10:15 - 10:30 10:15 - 11:15 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 - 11:15 10:15 - 10:30 10:30 - 10:45 10:30 - 11:30 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 - 11:30 10:30 - 10:45 10:45 - 11:00 10:45 - 11:45 10:45 - 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 - 11:45 10:45 - 11:00 11:00 - 11:15 11:00 - 12:00 11:00 - 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 - 12:00 11:00 - 11:15 11:15 - 11:30 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 - 11:30 11:30 - 11:45 11:30 - 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 - 11:45 11:45 - 12:00 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 - 12:00 12:00 - 12:15 58 MAX 4/12/2023 EB Thru EB Left WB Thru WB Left NB Right NB Thru NB Left EB RightTime Street Name Street Name Street Name Street Name Time SB Right SB Thru SB Left WB Right Date: Location:Route 117 & Route 116 Time Interval:Noon - Midnight Peak Hour Total Peak Volume Peak Hour Get Next Interval 12:00 - 13:00 12:00 - 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 13:00 12:00 - 12:15 12:15 - 12:30 12:15 - 13:15 12:15 - 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 - 13:15 12:15 - 12:30 12:30 - 12:45 12:30 - 13:30 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 13:30 12:30 - 12:45 12:45 - 13:00 12:45 - 13:45 12:45 - 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 13:45 12:45 - 13:00 13:00 - 13:15 13:00 - 14:00 13:00 - 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 - 14:00 13:00 - 13:15 13:15 - 13:30 13:15 - 14:15 13:15 - 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 - 14:15 13:15 - 13:30 13:30 - 13:45 13:30 - 14:30 13:30 - 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 - 14:30 13:30 - 13:45 13:45 - 14:00 13:45 - 14:45 13:45 - 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 - 14:45 13:45 - 14:00 14:00 - 14:15 14:00 - 15:00 14:00 - 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 - 15:00 14:00 - 14:15 14:15 - 14:30 14:15 - 15:15 14:15 - 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 - 15:15 14:15 - 14:30 14:30 - 14:45 14:30 - 15:30 14:30 - 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 - 15:30 14:30 - 14:45 14:45 - 15:00 14:45 - 15:45 14:45 - 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 - 15:45 14:45 - 15:00 15:00 - 15:15 15:00 - 16:00 15:00 - 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 - 16:00 15:00 - 15:15 15:15 - 15:30 15:15 - 16:15 15:15 - 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 20 15:15 - 16:15 15:15 - 15:30 15:30 - 15:45 15:30 - 16:30 15:30 - 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 30 15:30 - 16:30 15:30 - 15:45 15:45 - 16:00 15:45 - 16:45 15:45 - 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 47 15:45 - 16:45 15:45 - 16:00 16:00 - 16:15 16:00 - 17:00 16:00 - 16:15 0 10 1 0 0 0 0 5 1 3 0 0 20 69 16:00 - 17:00 16:00 - 16:15 16:15 - 16:30 16:15 - 17:15 16:15 - 16:30 0 4 0 0 0 0 0 3 1 0 0 2 10 74 16:15 - 17:15 16:15 - 16:30 16:30 - 16:45 16:30 - 17:30 16:30 - 16:45 0 9 0 0 0 1 1 5 0 1 0 0 17 91 16:30 - 17:30 16:30 - 16:45 16:45 - 17:00 16:45 - 17:45 16:45 - 17:00 0 11 0 0 0 1 0 6 1 3 0 0 22 98 16:45 - 17:45 16:45 - 17:00 17:00 - 17:15 17:00 - 18:00 17:00 - 17:15 1 11 0 0 0 0 0 7 2 4 0 0 25 93 17:00 - 18:00 17:00 - 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20:00 19:45 - 20:45 19:45 - 20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 - 20:45 19:45 - 20:00 20:00 - 20:15 20:00 - 21:00 20:00 - 20:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 - 21:00 20:00 - 20:15 20:15 - 20:30 20:15 - 21:15 20:15 - 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 - 21:15 20:15 - 20:30 20:30 - 20:45 20:30 - 21:30 20:30 - 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 - 21:30 20:30 - 20:45 20:45 - 21:00 20:45 - 21:45 20:45 - 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 - 21:45 20:45 - 21:00 21:00 - 21:15 21:00 - 22:00 21:00 - 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 - 22:00 21:00 - 21:15 21:15 - 21:30 21:15 - 22:15 21:15 - 21:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 - 22:15 21:15 - 21:30 21:30 - 21:45 21:30 - 22:30 21:30 - 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 - 22:30 21:30 - 21:45 21:45 - 22:00 21:45 - 22:45 21:45 - 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 - 22:45 21:45 - 22:00 22:00 - 22:15 22:00 - 23:00 22:00 - 22:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 - 23:00 22:00 - 22:15 22:15 - 22:30 22:15 - 23:15 22:15 - 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 - 23:15 22:15 - 22:30 22:30 - 22:45 22:30 - 23:30 22:30 - 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 - 23:30 22:30 - 22:45 22:45 - 23:00 22:45 - 23:45 22:45 - 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 - 23:45 22:45 - 23:00 23:00 - 23:15 23:00 - 24:00 23:00 - 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 - 24:00 23:00 - 23:15 23:15 - 23:30 23:15 - 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 - 23:30 23:30 - 23:45 23:30 - 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 - 23:45 23:45 - 24:00 23:45 - 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 - 24:00 24:00 - 00:15 98 MAX 4/12/2023 Time SB Right SB Thru SB Left WB Right WB Thru WB Left NB Right NB Thru NB LeftTime Street Name Street Name Street Name Street NameEB Right EB Thru EB Left Date: Location:Route 117 & Route 116 A.M. Peak Hour (Midnight to Noon) 7:00 - 7:15 1 1 0 0 0 0 0 5 7 1 0 2 17 MAX 7:15 - 7:30 0 5 0 0 0 0 0 1 2 0 0 0 8 20 7:30 - 7:45 1 2 0 0 0 0 0 5 4 1 0 0 137:45 - 8:00 3 3 0 0 0 0 0 7 5 2 0 0 20 A.M. PEAK 7:00 - 8:00 5 11 0 0 0 0 0 18 18 4 0 2 Peak Hour Factor: 0.725 P.M. Peak Hour (Noon to Midnight) 16:45 - 17:00 0 11 0 0 0 1 0 6 1 3 0 0 22 MAX 17:00 - 17:15 1 11 0 0 0 0 0 7 2 4 0 0 25 27 17:15 - 17:30 0 15 0 0 1 0 0 5 0 5 1 0 2717:30 - 17:45 1 10 0 0 0 0 0 7 1 2 0 3 24 16:45 - 17:45 2 47 0 0 1 1 0 25 4 14 1 3 P.M. PEAK 3:45 - 4:45 2 47 0 0 1 1 0 25 4 14 1 3 98 Peak Hour Factor: 0.907 EB Thru EB Left 4/12/2023 WB Thru WB Left NB Right NB Thru NB Left EB Right EB Left Time Street Name Street Name Street Name Street NameSB Right SB Thru SB Left WB Right WB Left NB Right NB Thru NB Left EB Right EB ThruTime Street Name Street Name Street Name Street NameSB Right SB Thru SB Left WB Right WB Thru Date: Location:US-89 & Route 115 Time Interval: Midnight - Noon Get Next Interval Peak Hour Total Peak Volume Peak Hour 0:00 - 1:00 0:00 - 0:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:00 - 1:00 0:00 - 0:15 0:15 - 0:30 0:15 - 1:15 0:15 - 0:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:15 - 1:15 0:15 - 0:30 0:30 - 0:45 0:30 - 1:30 0:30 - 0:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:30 - 1:30 0:30 - 0:45 0:45 - 1:00 0:45 - 1:45 0:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:45 - 1:45 0:45 - 1:00 1:00 - 1:15 1:00 - 2:00 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 - 2:00 1:00 - 1:15 1:15 - 1:30 1:15 - 2:15 1:15 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 - 2:15 1:15 - 1:30 1:30 - 1:45 1:30 - 2:30 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 2:30 1:30 - 1:45 1:45 - 2:00 1:45 - 2:45 1:45 - 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 - 2:45 1:45 - 2:00 2:00 - 2:15 2:00 - 3:00 2:00 - 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 - 3:00 2:00 - 2:15 2:15 - 2:30 2:15 - 3:15 2:15 - 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 - 3:15 2:15 - 2:30 2:30 - 2:45 2:30 - 3:30 2:30 - 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 - 3:30 2:30 - 2:45 2:45 - 3:00 2:45 - 3:45 2:45 - 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 - 3:45 2:45 - 3:00 3:00 - 3:15 3:00 - 4:00 3:00 - 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 - 4:00 3:00 - 3:15 3:15 - 3:30 3:15 - 4:15 3:15 - 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 - 4:15 3:15 - 3:30 3:30 - 3:45 3:30 - 4:30 3:30 - 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 - 4:30 3:30 - 3:45 3:45 - 4:00 3:45 - 4:45 3:45 - 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 - 4:45 3:45 - 4:00 4:00 - 4:15 4:00 - 5:00 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 - 5:00 4:00 - 4:15 4:15 - 4:30 4:15 - 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10:45 9:45 - 10:00 10:00 - 10:15 10:00 - 11:00 10:00 - 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 - 11:00 10:00 - 10:15 10:15 - 10:30 10:15 - 11:15 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 - 11:15 10:15 - 10:30 10:30 - 10:45 10:30 - 11:30 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 - 11:30 10:30 - 10:45 10:45 - 11:00 10:45 - 11:45 10:45 - 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 - 11:45 10:45 - 11:00 11:00 - 11:15 11:00 - 12:00 11:00 - 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 - 12:00 11:00 - 11:15 11:15 - 11:30 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 - 11:30 11:30 - 11:45 11:30 - 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 - 11:45 11:45 - 12:00 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 - 12:00 12:00 - 12:15 625 MAX 4/11/2023 EB Thru EB Left WB Thru WB Left NB Right NB Thru NB Left EB RightTime Street Name Street Name Street Name Street Name Time SB Right SB Thru SB Left WB Right Date: Location:US-89 & Route 115 Time Interval:Noon - Midnight Peak Hour Total Peak Volume Peak Hour Get Next Interval 12:00 - 13:00 12:00 - 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 13:00 12:00 - 12:15 12:15 - 12:30 12:15 - 13:15 12:15 - 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 - 13:15 12:15 - 12:30 12:30 - 12:45 12:30 - 13:30 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 13:30 12:30 - 12:45 12:45 - 13:00 12:45 - 13:45 12:45 - 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 13:45 12:45 - 13:00 13:00 - 13:15 13:00 - 14:00 13:00 - 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 - 14:00 13:00 - 13:15 13:15 - 13:30 13:15 - 14:15 13:15 - 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 - 14:15 13:15 - 13:30 13:30 - 13:45 13:30 - 14:30 13:30 - 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 - 14:30 13:30 - 13:45 13:45 - 14:00 13:45 - 14:45 13:45 - 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 - 14:45 13:45 - 14:00 14:00 - 14:15 14:00 - 15:00 14:00 - 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 - 15:00 14:00 - 14:15 14:15 - 14:30 14:15 - 15:15 14:15 - 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 - 15:15 14:15 - 14:30 14:30 - 14:45 14:30 - 15:30 14:30 - 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 - 15:30 14:30 - 14:45 14:45 - 15:00 14:45 - 15:45 14:45 - 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 - 15:45 14:45 - 15:00 15:00 - 15:15 15:00 - 16:00 15:00 - 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 - 16:00 15:00 - 15:15 15:15 - 15:30 15:15 - 16:15 15:15 - 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 133 15:15 - 16:15 15:15 - 15:30 15:30 - 15:45 15:30 - 16:30 15:30 - 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 271 15:30 - 16:30 15:30 - 15:45 15:45 - 16:00 15:45 - 16:45 15:45 - 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 421 15:45 - 16:45 15:45 - 16:00 16:00 - 16:15 16:00 - 17:00 16:00 - 16:15 0 59 13 4 0 4 6 47 0 0 0 0 133 539 16:00 - 17:00 16:00 - 16:15 16:15 - 16:30 16:15 - 17:15 16:15 - 16:30 0 64 12 6 0 1 5 50 0 0 0 0 138 546 16:15 - 17:15 16:15 - 16:30 16:30 - 16:45 16:30 - 17:30 16:30 - 16:45 0 81 18 4 0 7 2 38 0 0 0 0 150 577 16:30 - 17:30 16:30 - 16:45 16:45 - 17:00 16:45 - 17:45 16:45 - 17:00 0 54 13 1 0 4 6 40 0 0 0 0 118 552 16:45 - 17:45 16:45 - 17:00 17:00 - 17:15 17:00 - 18:00 17:00 - 17:15 1 74 17 1 0 10 3 34 0 0 0 0 140 580 17:00 - 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20:30 19:30 - 19:45 19:45 - 20:00 19:45 - 20:45 19:45 - 20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 - 20:45 19:45 - 20:00 20:00 - 20:15 20:00 - 21:00 20:00 - 20:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 - 21:00 20:00 - 20:15 20:15 - 20:30 20:15 - 21:15 20:15 - 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 - 21:15 20:15 - 20:30 20:30 - 20:45 20:30 - 21:30 20:30 - 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 - 21:30 20:30 - 20:45 20:45 - 21:00 20:45 - 21:45 20:45 - 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 - 21:45 20:45 - 21:00 21:00 - 21:15 21:00 - 22:00 21:00 - 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 - 22:00 21:00 - 21:15 21:15 - 21:30 21:15 - 22:15 21:15 - 21:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 - 22:15 21:15 - 21:30 21:30 - 21:45 21:30 - 22:30 21:30 - 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 - 22:30 21:30 - 21:45 21:45 - 22:00 21:45 - 22:45 21:45 - 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 - 22:45 21:45 - 22:00 22:00 - 22:15 22:00 - 23:00 22:00 - 22:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 - 23:00 22:00 - 22:15 22:15 - 22:30 22:15 - 23:15 22:15 - 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 - 23:15 22:15 - 22:30 22:30 - 22:45 22:30 - 23:30 22:30 - 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 - 23:30 22:30 - 22:45 22:45 - 23:00 22:45 - 23:45 22:45 - 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 - 23:45 22:45 - 23:00 23:00 - 23:15 23:00 - 24:00 23:00 - 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 - 24:00 23:00 - 23:15 23:15 - 23:30 23:15 - 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 - 23:30 23:30 - 23:45 23:30 - 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 - 23:45 23:45 - 24:00 23:45 - 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 - 24:00 24:00 - 00:15 580 MAX 4/11/2023 Time SB Right SB Thru SB Left WB Right WB Thru WB Left NB Right NB Thru NB LeftTime Street Name Street Name Street Name Street NameEB Right EB Thru EB Left Date: Location:US-89 & Route 115 A.M. Peak Hour (Midnight to Noon) 7:00 - 7:15 1 29 0 26 0 6 3 94 0 0 0 0 159 MAX 7:15 - 7:30 0 62 1 18 0 11 0 67 0 0 0 1 160 163 7:30 - 7:45 0 68 1 16 0 6 1 71 0 0 0 0 1637:45 - 8:00 0 62 4 7 0 1 1 66 1 0 0 1 143 A.M. PEAK 7:00 - 8:00 1 221 6 67 0 24 5 298 1 0 0 2 Peak Hour Factor: 0.959 P.M. Peak Hour (Noon to Midnight) 17:00 - 17:15 1 74 17 1 0 10 3 34 0 0 0 0 140 MAX 17:15 - 17:30 0 74 22 7 0 9 4 52 0 1 0 0 169 169 17:30 - 17:45 0 87 9 2 0 4 6 17 0 0 0 0 12517:45 - 18:00 1 79 21 7 0 4 3 31 0 0 0 0 146 17:00 - 18:00 2 314 69 17 0 27 16 134 0 1 0 0 P.M. PEAK 3:45 - 4:45 2 314 69 17 0 27 16 134 0 1 0 0 580 Peak Hour Factor: 0.858 EB Thru EB Left 4/11/2023 WB Thru WB Left NB Right NB Thru NB Left EB Right EB Left Time Street Name Street Name Street Name Street NameSB Right SB Thru SB Left WB Right WB Left NB Right NB Thru NB Left EB Right EB ThruTime Street Name Street Name Street Name Street NameSB Right SB Thru SB Left WB Right WB Thru Date: Location:US-89 & Route 116 Time Interval: Midnight - Noon Get Next Interval Peak Hour Total Peak Volume Peak Hour 0:00 - 1:00 0:00 - 0:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:00 - 1:00 0:00 - 0:15 0:15 - 0:30 0:15 - 1:15 0:15 - 0:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:15 - 1:15 0:15 - 0:30 0:30 - 0:45 0:30 - 1:30 0:30 - 0:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:30 - 1:30 0:30 - 0:45 0:45 - 1:00 0:45 - 1:45 0:45 - 1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:45 - 1:45 0:45 - 1:00 1:00 - 1:15 1:00 - 2:00 1:00 - 1:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 - 2:00 1:00 - 1:15 1:15 - 1:30 1:15 - 2:15 1:15 - 1:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 - 2:15 1:15 - 1:30 1:30 - 1:45 1:30 - 2:30 1:30 - 1:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 - 2:30 1:30 - 1:45 1:45 - 2:00 1:45 - 2:45 1:45 - 2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 - 2:45 1:45 - 2:00 2:00 - 2:15 2:00 - 3:00 2:00 - 2:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 - 3:00 2:00 - 2:15 2:15 - 2:30 2:15 - 3:15 2:15 - 2:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 - 3:15 2:15 - 2:30 2:30 - 2:45 2:30 - 3:30 2:30 - 2:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 - 3:30 2:30 - 2:45 2:45 - 3:00 2:45 - 3:45 2:45 - 3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 - 3:45 2:45 - 3:00 3:00 - 3:15 3:00 - 4:00 3:00 - 3:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 - 4:00 3:00 - 3:15 3:15 - 3:30 3:15 - 4:15 3:15 - 3:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 - 4:15 3:15 - 3:30 3:30 - 3:45 3:30 - 4:30 3:30 - 3:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 - 4:30 3:30 - 3:45 3:45 - 4:00 3:45 - 4:45 3:45 - 4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 - 4:45 3:45 - 4:00 4:00 - 4:15 4:00 - 5:00 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 - 5:00 4:00 - 4:15 4:15 - 4:30 4:15 - 5:15 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 5:15 4:15 - 4:30 4:30 - 4:45 4:30 - 5:30 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 5:30 4:30 - 4:45 4:45 - 5:00 4:45 - 5:45 4:45 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:45 4:45 - 5:00 5:00 - 5:15 5:00 - 6:00 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 - 6:00 5:00 - 5:15 5:15 - 5:30 5:15 - 6:15 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 6:15 5:15 - 5:30 5:30 - 5:45 5:30 - 6:30 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 6:30 5:30 - 5:45 5:45 - 6:00 5:45 - 6:45 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:45 5:45 - 6:00 6:00 - 6:15 6:00 - 7:00 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 7:00 6:00 - 6:15 6:15 - 6:30 6:15 - 7:15 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 129 6:15 - 7:15 6:15 - 6:30 6:30 - 6:45 6:30 - 7:30 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 286 6:30 - 7:30 6:30 - 6:45 6:45 - 7:00 6:45 - 7:45 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 447 6:45 - 7:45 6:45 - 7:00 7:00 - 7:15 7:00 - 8:00 7:00 - 7:15 1 30 0 9 0 2 1 63 4 12 0 7 129 566 7:00 - 8:00 7:00 - 7:15 7:15 - 7:30 7:15 - 8:15 7:15 - 7:30 1 65 0 1 0 0 1 73 1 7 0 8 157 538 7:15 - 8:15 7:15 - 7:30 7:30 - 7:45 7:30 - 8:30 7:30 - 7:45 0 67 1 4 1 2 0 71 4 2 0 9 161 472 7:30 - 8:30 7:30 - 7:45 7:45 - 8:00 7:45 - 8:45 7:45 - 8:00 4 31 1 5 2 1 0 59 4 3 1 8 119 418 7:45 - 8:45 7:45 - 8:00 8:00 - 8:15 8:00 - 9:00 8:00 - 8:15 1 29 0 1 0 0 0 60 3 3 0 4 101 399 8:00 - 9:00 8:00 - 8:15 8:15 - 8:30 8:15 - 9:15 8:15 - 8:30 2 23 2 1 0 1 0 50 5 5 0 2 91 298 8:15 - 9:15 8:15 - 8:30 8:30 - 8:45 8:30 - 9:30 8:30 - 8:45 3 35 2 4 0 0 0 53 1 5 0 4 107 207 8:30 - 9:30 8:30 - 8:45 8:45 - 9:00 8:45 - 9:45 8:45 - 9:00 1 29 1 3 2 0 0 53 4 6 0 1 100 100 8:45 - 9:45 8:45 - 9:00 9:00 - 9:15 9:00 - 10:00 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 10:00 9:00 - 9:15 9:15 - 9:30 9:15 - 10:15 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 10:15 9:15 - 9:30 9:30 - 9:45 9:30 - 10:30 9:30 - 9:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 - 10:30 9:30 - 9:45 9:45 - 10:00 9:45 - 10:45 9:45 - 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 - 10:45 9:45 - 10:00 10:00 - 10:15 10:00 - 11:00 10:00 - 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 - 11:00 10:00 - 10:15 10:15 - 10:30 10:15 - 11:15 10:15 - 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 - 11:15 10:15 - 10:30 10:30 - 10:45 10:30 - 11:30 10:30 - 10:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 - 11:30 10:30 - 10:45 10:45 - 11:00 10:45 - 11:45 10:45 - 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 - 11:45 10:45 - 11:00 11:00 - 11:15 11:00 - 12:00 11:00 - 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 - 12:00 11:00 - 11:15 11:15 - 11:30 11:15 - 11:30 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 - 11:30 11:30 - 11:45 11:30 - 11:45 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 - 11:45 11:45 - 12:00 11:45 - 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 - 12:00 12:00 - 12:15 566 MAX Time EB LeftTime SB Right SB Thru SB Left WB Right WB Thru Street Name 4/11/2023 WB Left NB Right NB Thru NB Left Street Name Street Name Street NameEB Right EB Thru Date: Location:US-89 & Route 116 Time Interval:Noon - Midnight Peak Hour Total Peak Volume Peak Hour Get Next Interval 12:00 - 13:00 12:00 - 12:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 - 13:00 12:00 - 12:15 12:15 - 12:30 12:15 - 13:15 12:15 - 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 - 13:15 12:15 - 12:30 12:30 - 12:45 12:30 - 13:30 12:30 - 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 - 13:30 12:30 - 12:45 12:45 - 13:00 12:45 - 13:45 12:45 - 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 - 13:45 12:45 - 13:00 13:00 - 13:15 13:00 - 14:00 13:00 - 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 - 14:00 13:00 - 13:15 13:15 - 13:30 13:15 - 14:15 13:15 - 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 - 14:15 13:15 - 13:30 13:30 - 13:45 13:30 - 14:30 13:30 - 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 - 14:30 13:30 - 13:45 13:45 - 14:00 13:45 - 14:45 13:45 - 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 - 14:45 13:45 - 14:00 14:00 - 14:15 14:00 - 15:00 14:00 - 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 - 15:00 14:00 - 14:15 14:15 - 14:30 14:15 - 15:15 14:15 - 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 - 15:15 14:15 - 14:30 14:30 - 14:45 14:30 - 15:30 14:30 - 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 - 15:30 14:30 - 14:45 14:45 - 15:00 14:45 - 15:45 14:45 - 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 - 15:45 14:45 - 15:00 15:00 - 15:15 15:00 - 16:00 15:00 - 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 - 16:00 15:00 - 15:15 15:15 - 15:30 15:15 - 16:15 15:15 - 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 154 15:15 - 16:15 15:15 - 15:30 15:30 - 15:45 15:30 - 16:30 15:30 - 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 278 15:30 - 16:30 15:30 - 15:45 15:45 - 16:00 15:45 - 16:45 15:45 - 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 380 15:45 - 16:45 15:45 - 16:00 16:00 - 16:15 16:00 - 17:00 16:00 - 16:15 7 69 2 3 1 0 2 54 7 7 1 1 154 502 16:00 - 17:00 16:00 - 16:15 16:15 - 16:30 16:15 - 17:15 16:15 - 16:30 2 68 1 0 0 0 0 39 8 4 1 1 124 496 16:15 - 17:15 16:15 - 16:30 16:30 - 16:45 16:30 - 17:30 16:30 - 16:45 2 55 1 2 0 0 1 30 5 4 0 2 102 522 16:30 - 17:30 16:30 - 16:45 16:45 - 17:00 16:45 - 17:45 16:45 - 17:00 10 58 4 0 1 0 0 38 5 4 0 2 122 568 16:45 - 17:45 16:45 - 17:00 17:00 - 17:15 17:00 - 18:00 17:00 - 17:15 7 68 7 0 0 0 0 48 12 3 2 1 148 583 17:00 - 18:00 17:00 - 17:15 17:15 - 17:30 17:15 - 18:15 17:15 - 17:30 2 87 3 2 0 0 2 36 3 9 1 5 150 435 17:15 - 18:15 17:15 - 17:30 17:30 - 17:45 17:30 - 18:30 17:30 - 17:45 5 81 4 1 1 0 1 37 9 8 1 0 148 285 17:30 - 18:30 17:30 - 17:45 17:45 - 18:00 17:45 - 18:45 17:45 - 18:00 8 68 4 1 0 0 1 35 6 12 0 2 137 137 17:45 - 18:45 17:45 - 18:00 18:00 - 18:15 18:00 - 19:00 18:00 - 18:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:00 - 19:00 18:00 - 18:15 18:15 - 18:30 18:15 - 19:15 18:15 - 18:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:15 - 19:15 18:15 - 18:30 18:30 - 18:45 18:30 - 19:30 18:30 - 18:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:30 - 19:30 18:30 - 18:45 18:45 - 19:00 18:45 - 19:45 18:45 - 19:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18:45 - 19:45 18:45 - 19:00 19:00 - 19:15 19:00 - 20:00 19:00 - 19:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:00 - 20:00 19:00 - 19:15 19:15 - 19:30 19:15 - 20:15 19:15 - 19:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:15 - 20:15 19:15 - 19:30 19:30 - 19:45 19:30 - 20:30 19:30 - 19:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:30 - 20:30 19:30 - 19:45 19:45 - 20:00 19:45 - 20:45 19:45 - 20:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19:45 - 20:45 19:45 - 20:00 20:00 - 20:15 20:00 - 21:00 20:00 - 20:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:00 - 21:00 20:00 - 20:15 20:15 - 20:30 20:15 - 21:15 20:15 - 20:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:15 - 21:15 20:15 - 20:30 20:30 - 20:45 20:30 - 21:30 20:30 - 20:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:30 - 21:30 20:30 - 20:45 20:45 - 21:00 20:45 - 21:45 20:45 - 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20:45 - 21:45 20:45 - 21:00 21:00 - 21:15 21:00 - 22:00 21:00 - 21:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:00 - 22:00 21:00 - 21:15 21:15 - 21:30 21:15 - 22:15 21:15 - 21:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:15 - 22:15 21:15 - 21:30 21:30 - 21:45 21:30 - 22:30 21:30 - 21:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:30 - 22:30 21:30 - 21:45 21:45 - 22:00 21:45 - 22:45 21:45 - 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21:45 - 22:45 21:45 - 22:00 22:00 - 22:15 22:00 - 23:00 22:00 - 22:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 - 23:00 22:00 - 22:15 22:15 - 22:30 22:15 - 23:15 22:15 - 22:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:15 - 23:15 22:15 - 22:30 22:30 - 22:45 22:30 - 23:30 22:30 - 22:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:30 - 23:30 22:30 - 22:45 22:45 - 23:00 22:45 - 23:45 22:45 - 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:45 - 23:45 22:45 - 23:00 23:00 - 23:15 23:00 - 24:00 23:00 - 23:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 - 24:00 23:00 - 23:15 23:15 - 23:30 23:15 - 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 23:15 - 23:30 23:30 - 23:45 23:30 - 23:45 0 0 0 0 0 0 0 0 0 0 0 0 0 23:30 - 23:45 23:45 - 24:00 23:45 - 24:00 0 0 0 0 0 0 0 0 0 0 0 0 0 23:45 - 24:00 24:00 - 00:15 583 MAX Time EB Right EB Thru NB Right NB Thru NB LeftTime WB Left SB Right SB Thru SB Left WB Right WB Thru 4/11/2023 Street Name Street Name Street Name Street Name EB Left Date: Location:US-89 & Route 116 A.M. Peak Hour (Midnight to Noon) 7:00 - 7:15 1 30 0 9 0 2 1 63 4 12 0 7 129 MAX 7:15 - 7:30 1 65 0 1 0 0 1 73 1 7 0 8 157 161 7:30 - 7:45 0 67 1 4 1 2 0 71 4 2 0 9 1617:45 - 8:00 4 31 1 5 2 1 0 59 4 3 1 8 119 A.M. PEAK 7:00 - 8:00 6 193 2 19 3 5 2 266 13 24 1 32 Peak Hour Factor: 0.879 P.M. Peak Hour (Noon to Midnight) 17:00 - 17:15 7 68 7 0 0 0 0 48 12 3 2 1 148 MAX 17:15 - 17:30 2 87 3 2 0 0 2 36 3 9 1 5 150 150 17:30 - 17:45 5 81 4 1 1 0 1 37 9 8 1 0 14817:45 - 18:00 8 68 4 1 0 0 1 35 6 12 0 2 137 17:00 - 18:00 22 304 18 4 1 0 4 156 30 32 4 8 P.M. PEAK 3:45 - 4:45 22 304 18 4 1 0 4 156 30 32 4 8 583 Peak Hour Factor: 0.972 NB Right NB Thru NB Left EB Right EB Thru EB Left NB Thru NB Left EB Right EB Thru EB Left Street Name Street Name Street NameSB Right SB Thru SB Left WB Right WB Thru WB Left Street NameSB Right SB Thru SB Left WB Left Street Name 4/11/2023 Time Street Name Street Name WB Right WB ThruTime Street Name NB Right 43 Lincoln County Development TIS Appendix B – Synchro Access and Intersection Analyses HCM 6th TWSC 3: US-89 & County Rd 115 (Clark Lane)05/31/2023 Existing AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Future Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 0 25 0 70 1 310 5 6 230 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 593 560 231 558 558 313 231 0 0 315 0 0 Stage 1 243 243 - 315 315 - - - - - - - Stage 2 350 317 - 243 243 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 417 437 808 440 438 727 1337 - - 1245 - - Stage 1 761 705 - 696 656 - - - - - - - Stage 2 666 654 - 761 705 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 375 434 808 438 435 727 1337 - - 1245 - - Mov Cap-2 Maneuver 375 434 - 438 435 - - - - - - - Stage 1 760 701 - 695 655 - - - - - - - Stage 2 601 653 - 756 701 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.7 11.9 0 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1337 - - 375 619 1245 - - HCM Lane V/C Ratio 0.001 - - 0.006 0.153 0.005 - - HCM Control Delay (s) 7.7 0 - 14.7 11.9 7.9 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0 0.5 0 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 Existing AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.3 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 40 0 0 5 Future Vol, veh/h 0 7 40 0 0 5 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 10 59 0 0 7 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.5 7.5 6.4 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 0% Vol Right, % 0% 100% 100% Sign Control Stop Stop Stop Traffic Vol by Lane 40 7 5 LT Vol 40 0 0 Through Vol 0 0 0 RT Vol 0 7 5 Lane Flow Rate 59 10 7 Geometry Grp 1 1 1 Degree of Util (X) 0.068 0.01 0.007 Departure Headway (Hd) 4.158 3.448 3.395 Convergence, Y/N Yes Yes Yes Cap 866 1035 1056 Service Time 2.16 1.479 1.41 HCM Lane V/C Ratio 0.068 0.01 0.007 HCM Control Delay 7.5 6.5 6.4 HCM Lane LOS A A A HCM 95th-tile Q 0.2 0 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 Existing AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Future Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 1 25 5 3 20 13 274 2 2 199 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 516 505 199 508 510 275 205 0 0 276 0 0 Stage 1 203 203 - 301 301 - - - - - - - Stage 2 313 302 - 207 209 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 470 470 842 475 467 764 1366 - - 1287 - - Stage 1 799 733 - 708 665 - - - - - - - Stage 2 698 664 - 795 729 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 452 464 842 456 461 764 1366 - - 1287 - - Mov Cap-2 Maneuver 452 464 - 456 461 - - - - - - - Stage 1 791 732 - 701 658 - - - - - - - Stage 2 670 657 - 769 728 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.8 10.9 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1366 - - 452 842 638 1287 - - HCM Lane V/C Ratio 0.01 - - 0.075 0.029 0.044 0.002 - - HCM Control Delay (s) 7.7 - - 13.6 9.4 10.9 7.8 - - HCM Lane LOS A - - B A B A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.1 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 Existing AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 18 18 11 5 Future Vol, veh/h 2 4 18 18 11 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 6 25 25 15 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 94 19 22 0 - 0 Stage 1 19 - - - - - Stage 2 75 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 906 1059 1593 - - - Stage 1 1004 - - - - - Stage 2 948 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 892 1059 1593 - - - Mov Cap-2 Maneuver 892 - - - - - Stage 1 988 - - - - - Stage 2 948 - - - - - Approach EB NB SB HCM Control Delay, s 8.6 3.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1593 - 997 - - HCM Lane V/C Ratio 0.016 - 0.008 - - HCM Control Delay (s) 7.3 0 8.6 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC 3: US-89 05/31/2023 Existing PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Future Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 1 31 0 20 0 156 19 80 365 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 702 701 366 693 693 166 367 0 0 175 0 0 Stage 1 526 526 - 166 166 - - - - - - - Stage 2 176 175 - 527 527 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 353 363 679 358 367 878 1192 - - 1401 - - Stage 1 535 529 - 836 761 - - - - - - - Stage 2 826 754 - 535 528 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 326 337 679 338 341 878 1192 - - 1401 - - Mov Cap-2 Maneuver 326 337 - 338 341 - - - - - - - Stage 1 535 491 - 836 761 - - - - - - - Stage 2 807 754 - 496 490 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.3 14.2 0 1.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1192 - - 679 443 1401 - - HCM Lane V/C Ratio - - - 0.002 0.115 0.057 - - HCM Control Delay (s) 0 - - 10.3 14.2 7.7 0 - HCM Lane LOS A - - B B A A - HCM 95th %tile Q(veh) 0 - - 0 0.4 0.2 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 Existing PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 6.9 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 58 22 0 1 2 Future Vol, veh/h 7 58 22 0 1 2 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 74 28 0 1 3 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.8 7.4 6.7 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 11% 0% Vol Thru, % 0% 0% 33% Vol Right, % 0% 89% 67% Sign Control Stop Stop Stop Traffic Vol by Lane 22 65 3 LT Vol 22 7 0 Through Vol 0 0 1 RT Vol 0 58 2 Lane Flow Rate 28 83 4 Geometry Grp 1 1 1 Degree of Util (X) 0.034 0.08 0.004 Departure Headway (Hd) 4.283 3.475 3.701 Convergence, Y/N Yes Yes Yes Cap 839 1032 968 Service Time 2.296 1.494 1.721 HCM Lane V/C Ratio 0.033 0.08 0.004 HCM Control Delay 7.4 6.8 6.7 HCM Lane LOS A A A HCM 95th-tile Q 0.1 0.3 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 Existing PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Future Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 4 33 0 1 4 31 161 4 19 313 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 579 578 313 590 599 163 336 0 0 165 0 0 Stage 1 351 351 - 225 225 - - - - - - - Stage 2 228 227 - 365 374 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 426 427 727 419 415 882 1223 - - 1413 - - Stage 1 666 632 - 778 718 - - - - - - - Stage 2 775 716 - 654 618 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 411 411 727 385 399 882 1223 - - 1413 - - Mov Cap-2 Maneuver 411 411 - 385 399 - - - - - - - Stage 1 649 624 - 759 700 - - - - - - - Stage 2 751 698 - 612 610 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.2 10.1 1.3 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1223 - - 411 727 710 1413 - - HCM Lane V/C Ratio 0.025 - - 0.03 0.045 0.007 0.013 - - HCM Control Delay (s) 8 - - 14 10.2 10.1 7.6 - - HCM Lane LOS A - - B B B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0 0 - - HCM 2010 TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 Existing PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 14 4 25 47 2 Future Vol, veh/h 3 14 4 25 47 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 15 4 27 52 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 88 53 54 0 - 0 Stage 1 53 - - - - - Stage 2 35 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 913 1014 1551 - - - Stage 1 970 - - - - - Stage 2 987 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 910 1014 1551 - - - Mov Cap-2 Maneuver 910 - - - - - Stage 1 967 - - - - - Stage 2 987 - - - - - Approach EB NB SB HCM Control Delay, s 8.7 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1551 - 994 - - HCM Lane V/C Ratio 0.003 - 0.019 - - HCM Control Delay (s) 7.3 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 3: US-89 05/31/2023 2024 AM Peak 5:52 pm 04/27/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Future Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 0 26 0 72 1 320 5 6 237 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 611 577 238 575 575 323 238 0 0 325 0 0 Stage 1 250 250 - 325 325 - - - - - - - Stage 2 361 327 - 250 250 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 406 427 801 429 429 718 1329 - - 1235 - - Stage 1 754 700 - 687 649 - - - - - - - Stage 2 657 648 - 754 700 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 363 424 801 427 426 718 1329 - - 1235 - - Mov Cap-2 Maneuver 363 424 - 427 426 - - - - - - - Stage 1 753 696 - 686 648 - - - - - - - Stage 2 591 647 - 749 696 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15 12 0 0.2 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1329 - - 363 609 1235 - - HCM Lane V/C Ratio 0.001 - - 0.006 0.16 0.005 - - HCM Control Delay (s) 7.7 0 - 15 12 7.9 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0 - - 0 0.6 0 - - HCM 2010 AWSC 6: County Road 117/County Rd 117 05/31/2023 2024 AM Peak 5:52 pm 04/27/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.3 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 40 0 0 5 Future Vol, veh/h 0 7 40 0 0 5 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 11 61 0 0 8 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.5 7.5 6.4 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 0% Vol Right, % 0% 100% 100% Sign Control Stop Stop Stop Traffic Vol by Lane 40 7 5 LT Vol 40 0 0 Through Vol 0 0 0 RT Vol 0 7 5 Lane Flow Rate 61 11 8 Geometry Grp 1 1 1 Degree of Util (X) 0.07 0.01 0.007 Departure Headway (Hd) 4.158 3.452 3.397 Convergence, Y/N Yes Yes Yes Cap 866 1034 1055 Service Time 2.16 1.483 1.412 HCM Lane V/C Ratio 0.07 0.011 0.008 HCM Control Delay 7.5 6.5 6.4 HCM Lane LOS A A A HCM 95th-tile Q 0.2 0 0 HCM 2010 TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2024 AM Peak 5:52 pm 04/27/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Future Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 1 25 5 3 20 14 282 2 2 205 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 532 521 205 524 526 283 211 0 0 284 0 0 Stage 1 209 209 - 311 311 - - - - - - - Stage 2 323 312 - 213 215 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 458 460 836 464 457 756 1360 - - 1278 - - Stage 1 793 729 - 699 658 - - - - - - - Stage 2 689 658 - 789 725 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 439 454 836 445 452 756 1360 - - 1278 - - Mov Cap-2 Maneuver 439 454 - 445 452 - - - - - - - Stage 1 785 728 - 692 651 - - - - - - - Stage 2 660 651 - 763 724 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12 11 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1360 - - 439 836 628 1278 - - HCM Lane V/C Ratio 0.01 - - 0.08 0.03 0.046 0.002 - - HCM Control Delay (s) 7.7 - - 13.9 9.4 11 7.8 - - HCM Lane LOS A - - B A B A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0.1 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2024 AM Peak 5:52 pm 04/27/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 18 18 11 5 Future Vol, veh/h 2 4 18 18 11 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 6 26 26 16 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 98 20 23 0 - 0 Stage 1 20 - - - - - Stage 2 78 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 901 1058 1592 - - - Stage 1 1003 - - - - - Stage 2 945 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 886 1058 1592 - - - Mov Cap-2 Maneuver 886 - - - - - Stage 1 986 - - - - - Stage 2 945 - - - - - Approach EB NB SB HCM Control Delay, s 8.7 3.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1592 - 994 - - HCM Lane V/C Ratio 0.016 - 0.009 - - HCM Control Delay (s) 7.3 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC 3: US-89 05/31/2023 2024 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Future Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 1 32 0 20 0 160 19 83 376 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 723 722 377 714 714 170 378 0 0 179 0 0 Stage 1 543 543 - 170 170 - - - - - - - Stage 2 180 179 - 544 544 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 342 353 670 346 357 874 1180 - - 1397 - - Stage 1 524 520 - 832 758 - - - - - - - Stage 2 822 751 - 523 519 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 315 327 670 326 330 874 1180 - - 1397 - - Mov Cap-2 Maneuver 315 327 - 326 330 - - - - - - - Stage 1 524 481 - 832 758 - - - - - - - Stage 2 803 751 - 483 480 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.4 14.5 0 1.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1180 - - 670 430 1397 - - HCM Lane V/C Ratio - - - 0.002 0.123 0.059 - - HCM Control Delay (s) 0 - - 10.4 14.5 7.7 0 - HCM Lane LOS A - - B B A A - HCM 95th %tile Q(veh) 0 - - 0 0.4 0.2 - - HCM 2010 AWSC 6: County Road 117/County Rd 117 05/31/2023 2024 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 58 22 0 1 2 Future Vol, veh/h 7 58 22 0 1 2 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 77 29 0 1 3 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.8 7.5 6.7 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 11% 0% Vol Thru, % 0% 0% 33% Vol Right, % 0% 89% 67% Sign Control Stop Stop Stop Traffic Vol by Lane 22 65 3 LT Vol 22 7 0 Through Vol 0 0 1 RT Vol 0 58 2 Lane Flow Rate 29 86 4 Geometry Grp 1 1 1 Degree of Util (X) 0.035 0.083 0.004 Departure Headway (Hd) 4.288 3.478 3.706 Convergence, Y/N Yes Yes Yes Cap 837 1031 966 Service Time 2.302 1.496 1.727 HCM Lane V/C Ratio 0.035 0.083 0.004 HCM Control Delay 7.5 6.8 6.7 HCM Lane LOS A A A HCM 95th-tile Q 0.1 0.3 0 HCM 2010 TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2024 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Future Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 4 34 0 1 4 32 166 4 19 323 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 596 595 323 607 616 168 346 0 0 170 0 0 Stage 1 361 361 - 232 232 - - - - - - - Stage 2 235 234 - 375 384 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 415 417 718 408 406 876 1213 - - 1407 - - Stage 1 657 626 - 771 713 - - - - - - - Stage 2 768 711 - 646 611 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 400 400 718 374 390 876 1213 - - 1407 - - Mov Cap-2 Maneuver 400 400 - 374 390 - - - - - - - Stage 1 640 617 - 751 694 - - - - - - - Stage 2 743 693 - 603 602 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.4 10.2 1.3 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1213 - - 400 718 701 1407 - - HCM Lane V/C Ratio 0.026 - - 0.032 0.047 0.008 0.014 - - HCM Control Delay (s) 8 - - 14.3 10.3 10.2 7.6 - - HCM Lane LOS A - - B B B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2024 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 14 4 25 47 2 Future Vol, veh/h 3 14 4 25 47 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 16 5 28 53 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 92 54 55 0 - 0 Stage 1 54 - - - - - Stage 2 38 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 908 1013 1550 - - - Stage 1 969 - - - - - Stage 2 984 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 905 1013 1550 - - - Mov Cap-2 Maneuver 905 - - - - - Stage 1 966 - - - - - Stage 2 984 - - - - - Approach EB NB SB HCM Control Delay, s 8.7 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1550 - 992 - - HCM Lane V/C Ratio 0.003 - 0.019 - - HCM Control Delay (s) 7.3 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 3: US-89 05/31/2023 2029 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Future Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 0 30 0 83 1 369 6 7 274 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 705 666 275 663 663 372 275 0 0 375 0 0 Stage 1 289 289 - 374 374 - - - - - - - Stage 2 416 377 - 289 289 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 351 380 764 375 382 674 1288 - - 1183 - - Stage 1 719 673 - 647 618 - - - - - - - Stage 2 614 616 - 719 673 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 306 377 764 373 379 674 1288 - - 1183 - - Mov Cap-2 Maneuver 306 377 - 373 379 - - - - - - - Stage 1 718 668 - 646 617 - - - - - - - Stage 2 538 615 - 714 668 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.9 13.1 0 0.2 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1288 - - 306 556 1183 - - HCM Lane V/C Ratio 0.001 - - 0.008 0.203 0.006 - - HCM Control Delay (s) 7.8 0 - 16.9 13.1 8.1 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0 - - 0 0.8 0 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2029 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.3 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 40 0 0 5 Future Vol, veh/h 0 7 40 0 0 5 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 12 70 0 0 9 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.5 7.5 6.5 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 0% Vol Right, % 0% 100% 100% Sign Control Stop Stop Stop Traffic Vol by Lane 40 7 5 LT Vol 40 0 0 Through Vol 0 0 0 RT Vol 0 7 5 Lane Flow Rate 70 12 9 Geometry Grp 1 1 1 Degree of Util (X) 0.081 0.012 0.008 Departure Headway (Hd) 4.162 3.47 3.407 Convergence, Y/N Yes Yes Yes Cap 866 1027 1051 Service Time 2.164 1.507 1.425 HCM Lane V/C Ratio 0.081 0.012 0.009 HCM Control Delay 7.5 6.5 6.5 HCM Lane LOS A A A HCM 95th-tile Q 0.3 0 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2029 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Future Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 39 1 29 6 4 23 16 326 2 2 237 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 614 601 237 604 607 327 244 0 0 328 0 0 Stage 1 241 241 - 359 359 - - - - - - - Stage 2 373 360 - 245 248 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 404 414 802 410 411 714 1322 - - 1232 - - Stage 1 762 706 - 659 627 - - - - - - - Stage 2 648 626 - 759 701 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 384 408 802 390 405 714 1322 - - 1232 - - Mov Cap-2 Maneuver 384 408 - 390 405 - - - - - - - Stage 1 753 705 - 651 619 - - - - - - - Stage 2 616 618 - 729 700 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13 11.6 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1322 - - 385 802 576 1232 - - HCM Lane V/C Ratio 0.012 - - 0.105 0.037 0.058 0.002 - - HCM Control Delay (s) 7.8 - - 15.4 9.7 11.6 7.9 - - HCM Lane LOS A - - C A B A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0.2 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2029 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 18 18 11 5 Future Vol, veh/h 2 4 18 18 11 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 7 30 30 18 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 112 22 26 0 - 0 Stage 1 22 - - - - - Stage 2 90 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 885 1055 1588 - - - Stage 1 1001 - - - - - Stage 2 934 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 868 1055 1588 - - - Mov Cap-2 Maneuver 868 - - - - - Stage 1 982 - - - - - Stage 2 934 - - - - - Approach EB NB SB HCM Control Delay, s 8.7 3.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1588 - 984 - - HCM Lane V/C Ratio 0.019 - 0.01 - - HCM Control Delay (s) 7.3 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0 - - HCM 6th TWSC 3: US-89 05/31/2023 2029 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Future Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 1 37 0 24 0 185 22 95 434 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 834 833 436 822 823 196 437 0 0 207 0 0 Stage 1 626 626 - 196 196 - - - - - - - Stage 2 208 207 - 626 627 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 288 304 620 293 309 845 1123 - - 1364 - - Stage 1 472 477 - 806 739 - - - - - - - Stage 2 794 731 - 472 476 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 260 276 620 272 281 845 1123 - - 1364 - - Mov Cap-2 Maneuver 260 276 - 272 281 - - - - - - - Stage 1 472 433 - 806 739 - - - - - - - Stage 2 772 731 - 428 432 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.8 16.7 0 1.4 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1123 - - 620 369 1364 - - HCM Lane V/C Ratio - - - 0.002 0.165 0.07 - - HCM Control Delay (s) 0 - - 10.8 16.7 7.8 0 - HCM Lane LOS A - - B C A A - HCM 95th %tile Q(veh) 0 - - 0 0.6 0.2 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2029 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 58 22 0 1 2 Future Vol, veh/h 7 58 22 0 1 2 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 88 34 0 2 3 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.9 7.5 6.8 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 11% 0% Vol Thru, % 0% 0% 33% Vol Right, % 0% 89% 67% Sign Control Stop Stop Stop Traffic Vol by Lane 22 65 3 LT Vol 22 7 0 Through Vol 0 0 1 RT Vol 0 58 2 Lane Flow Rate 34 99 5 Geometry Grp 1 1 1 Degree of Util (X) 0.04 0.096 0.005 Departure Headway (Hd) 4.311 3.486 3.733 Convergence, Y/N Yes Yes Yes Cap 832 1027 958 Service Time 2.328 1.508 1.757 HCM Lane V/C Ratio 0.041 0.096 0.005 HCM Control Delay 7.5 6.9 6.8 HCM Lane LOS A A A HCM 95th-tile Q 0.1 0.3 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2029 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Future Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 5 39 0 1 5 37 191 5 22 373 27 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 688 687 373 701 712 194 400 0 0 196 0 0 Stage 1 417 417 - 268 268 - - - - - - - Stage 2 271 270 - 433 444 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 360 370 673 353 358 847 1159 - - 1377 - - Stage 1 613 591 - 738 687 - - - - - - - Stage 2 735 686 - 601 575 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 344 353 673 317 341 847 1159 - - 1377 - - Mov Cap-2 Maneuver 344 353 - 317 341 - - - - - - - Stage 1 593 582 - 714 665 - - - - - - - Stage 2 706 664 - 552 566 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.1 10.6 1.3 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1159 - - 347 673 653 1377 - - HCM Lane V/C Ratio 0.032 - - 0.042 0.058 0.009 0.016 - - HCM Control Delay (s) 8.2 - - 15.8 10.7 10.6 7.7 - - HCM Lane LOS A - - C B B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2029 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 14 4 25 47 2 Future Vol, veh/h 3 14 4 25 47 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 18 5 33 61 3 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 106 63 64 0 - 0 Stage 1 63 - - - - - Stage 2 43 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 892 1002 1538 - - - Stage 1 960 - - - - - Stage 2 979 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 889 1002 1538 - - - Mov Cap-2 Maneuver 889 - - - - - Stage 1 957 - - - - - Stage 2 979 - - - - - Approach EB NB SB HCM Control Delay, s 8.8 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1538 - 980 - - HCM Lane V/C Ratio 0.003 - 0.023 - - HCM Control Delay (s) 7.3 0 8.8 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 3: US-89 05/31/2023 2035 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Future Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 0 0 35 0 98 1 438 7 9 325 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 837 791 326 788 788 442 326 0 0 445 0 0 Stage 1 344 344 - 444 444 - - - - - - - Stage 2 493 447 - 344 344 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 286 322 715 309 323 615 1234 - - 1115 - - Stage 1 671 637 - 593 575 - - - - - - - Stage 2 558 573 - 671 637 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 238 318 715 307 319 615 1234 - - 1115 - - Mov Cap-2 Maneuver 238 318 - 307 319 - - - - - - - Stage 1 670 631 - 592 574 - - - - - - - Stage 2 468 572 - 664 631 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 20.3 15.2 0 0.2 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1234 - - 238 486 1115 - - HCM Lane V/C Ratio 0.001 - - 0.012 0.275 0.008 - - HCM Control Delay (s) 7.9 0 - 20.3 15.2 8.3 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0 - - 0 1.1 0 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2035 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 40 0 0 5 Future Vol, veh/h 0 7 40 0 0 5 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 15 83 0 0 10 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.6 7.6 6.5 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 0% Vol Right, % 0% 100% 100% Sign Control Stop Stop Stop Traffic Vol by Lane 40 7 5 LT Vol 40 0 0 Through Vol 0 0 0 RT Vol 0 7 5 Lane Flow Rate 83 15 10 Geometry Grp 1 1 1 Degree of Util (X) 0.096 0.014 0.01 Departure Headway (Hd) 4.167 3.495 3.421 Convergence, Y/N Yes Yes Yes Cap 864 1017 1046 Service Time 2.17 1.539 1.441 HCM Lane V/C Ratio 0.096 0.015 0.01 HCM Control Delay 7.6 6.6 6.5 HCM Lane LOS A A A HCM 95th-tile Q 0.3 0 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Future Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 47 1 35 7 4 28 19 387 3 3 281 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 730 715 281 719 723 389 290 0 0 390 0 0 Stage 1 287 287 - 427 427 - - - - - - - Stage 2 443 428 - 292 296 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 338 356 758 344 352 659 1272 - - 1169 - - Stage 1 720 674 - 606 585 - - - - - - - Stage 2 594 585 - 716 668 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 316 350 758 323 346 659 1272 - - 1169 - - Mov Cap-2 Maneuver 316 350 - 323 346 - - - - - - - Stage 1 709 672 - 597 576 - - - - - - - Stage 2 556 576 - 680 666 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.9 12.6 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1272 - - 317 758 510 1169 - - HCM Lane V/C Ratio 0.015 - - 0.151 0.046 0.077 0.002 - - HCM Control Delay (s) 7.9 - - 18.4 10 12.6 8.1 - - HCM Lane LOS A - - C B B A - - HCM 95th %tile Q(veh) 0 - - 0.5 0.1 0.2 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2035 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 18 18 11 5 Future Vol, veh/h 2 4 18 18 11 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 8 35 35 22 10 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 132 27 32 0 - 0 Stage 1 27 - - - - - Stage 2 105 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 862 1048 1580 - - - Stage 1 996 - - - - - Stage 2 919 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 842 1048 1580 - - - Mov Cap-2 Maneuver 842 - - - - - Stage 1 973 - - - - - Stage 2 919 - - - - - Approach EB NB SB HCM Control Delay, s 8.8 3.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1580 - 969 - - HCM Lane V/C Ratio 0.022 - 0.012 - - HCM Control Delay (s) 7.3 0 8.8 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0 - - HCM 6th TWSC 3: US-89 05/31/2023 2035 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Future Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 2 44 0 28 0 220 26 113 515 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 990 989 517 977 977 233 518 0 0 246 0 0 Stage 1 743 743 - 233 233 - - - - - - - Stage 2 247 246 - 744 744 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 225 247 558 230 251 806 1048 - - 1320 - - Stage 1 407 422 - 770 712 - - - - - - - Stage 2 757 703 - 407 421 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 197 217 558 208 221 806 1048 - - 1320 - - Mov Cap-2 Maneuver 197 217 - 208 221 - - - - - - - Stage 1 407 371 - 770 712 - - - - - - - Stage 2 731 703 - 357 370 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.5 21.3 0 1.4 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1048 - - 558 292 1320 - - HCM Lane V/C Ratio - - - 0.003 0.247 0.086 - - HCM Control Delay (s) 0 - - 11.5 21.3 8 0 - HCM Lane LOS A - - B C A A - HCM 95th %tile Q(veh) 0 - - 0 1 0.3 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2035 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.1 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 58 22 0 1 2 Future Vol, veh/h 7 58 22 0 1 2 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 105 40 0 2 4 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 7 7.6 6.8 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 11% 0% Vol Thru, % 0% 0% 33% Vol Right, % 0% 89% 67% Sign Control Stop Stop Stop Traffic Vol by Lane 22 65 3 LT Vol 22 7 0 Through Vol 0 0 1 RT Vol 0 58 2 Lane Flow Rate 40 117 5 Geometry Grp 1 1 1 Degree of Util (X) 0.048 0.114 0.006 Departure Headway (Hd) 4.344 3.498 3.769 Convergence, Y/N Yes Yes Yes Cap 825 1023 947 Service Time 2.365 1.525 1.8 HCM Lane V/C Ratio 0.048 0.114 0.005 HCM Control Delay 7.6 7 6.8 HCM Lane LOS A A A HCM 95th-tile Q 0.2 0.4 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Future Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 6 47 0 1 6 44 227 6 26 442 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 816 815 442 831 844 230 474 0 0 233 0 0 Stage 1 494 494 - 318 318 - - - - - - - Stage 2 322 321 - 513 526 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 296 312 615 289 300 809 1088 - - 1335 - - Stage 1 557 546 - 693 654 - - - - - - - Stage 2 690 652 - 544 529 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 279 294 615 251 283 809 1088 - - 1335 - - Mov Cap-2 Maneuver 279 294 - 251 283 - - - - - - - Stage 1 535 536 - 665 628 - - - - - - - Stage 2 656 626 - 488 519 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.3 11.2 1.3 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1088 - - 284 615 590 1335 - - HCM Lane V/C Ratio 0.04 - - 0.061 0.076 0.012 0.02 - - HCM Control Delay (s) 8.4 - - 18.5 11.3 11.2 7.8 - - HCM Lane LOS A - - C B B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.2 0 0.1 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2035 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 14 4 25 47 2 Future Vol, veh/h 3 14 4 25 47 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 22 6 39 73 3 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 126 75 76 0 - 0 Stage 1 75 - - - - - Stage 2 51 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 869 986 1523 - - - Stage 1 948 - - - - - Stage 2 971 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 866 986 1523 - - - Mov Cap-2 Maneuver 866 - - - - - Stage 1 944 - - - - - Stage 2 971 - - - - - Approach EB NB SB HCM Control Delay, s 8.8 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1523 - 962 - - HCM Lane V/C Ratio 0.004 - 0.027 - - HCM Control Delay (s) 7.4 0 8.8 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 3: US-89 05/31/2023 2042 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Future Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 0 0 43 0 119 2 531 9 11 394 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1016 961 395 957 958 536 396 0 0 540 0 0 Stage 1 417 417 - 540 540 - - - - - - - Stage 2 599 544 - 417 418 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 216 256 654 237 257 545 1163 - - 1028 - - Stage 1 613 591 - 526 521 - - - - - - - Stage 2 488 519 - 613 591 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 167 252 654 234 253 545 1163 - - 1028 - - Mov Cap-2 Maneuver 167 252 - 234 253 - - - - - - - Stage 1 612 583 - 525 520 - - - - - - - Stage 2 380 518 - 604 583 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 27 19.8 0 0.2 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1163 - - 167 404 1028 - - HCM Lane V/C Ratio 0.002 - - 0.021 0.401 0.01 - - HCM Control Delay (s) 8.1 0 - 27 19.8 8.5 0 - HCM Lane LOS A A - D C A A - HCM 95th %tile Q(veh) 0 - - 0.1 1.9 0 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2042 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 40 0 0 5 Future Vol, veh/h 0 7 40 0 0 5 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 18 101 0 0 13 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.6 7.7 6.5 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 0% Vol Right, % 0% 100% 100% Sign Control Stop Stop Stop Traffic Vol by Lane 40 7 5 LT Vol 40 0 0 Through Vol 0 0 0 RT Vol 0 7 5 Lane Flow Rate 101 18 13 Geometry Grp 1 1 1 Degree of Util (X) 0.117 0.017 0.012 Departure Headway (Hd) 4.175 3.528 3.44 Convergence, Y/N Yes Yes Yes Cap 863 1005 1039 Service Time 2.178 1.584 1.465 HCM Lane V/C Ratio 0.117 0.018 0.013 HCM Control Delay 7.7 6.6 6.5 HCM Lane LOS A A A HCM 95th-tile Q 0.4 0.1 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2042 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Future Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 56 2 42 9 5 33 23 469 4 4 340 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 884 867 340 872 876 471 351 0 0 473 0 0 Stage 1 348 348 - 517 517 - - - - - - - Stage 2 536 519 - 355 359 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 266 291 702 271 287 593 1208 - - 1089 - - Stage 1 668 634 - 541 534 - - - - - - - Stage 2 529 533 - 662 627 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 243 284 702 249 280 593 1208 - - 1089 - - Mov Cap-2 Maneuver 243 284 - 249 280 - - - - - - - Stage 1 655 631 - 531 524 - - - - - - - Stage 2 485 523 - 618 624 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.5 14.4 0.4 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1208 - - 244 702 430 1089 - - HCM Lane V/C Ratio 0.019 - - 0.238 0.06 0.111 0.003 - - HCM Control Delay (s) 8 - - 24.3 10.5 14.4 8.3 - - HCM Lane LOS A - - C B B A - - HCM 95th %tile Q(veh) 0.1 - - 0.9 0.2 0.4 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2042 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 18 18 11 5 Future Vol, veh/h 2 4 18 18 11 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 10 43 43 26 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 161 32 38 0 - 0 Stage 1 32 - - - - - Stage 2 129 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 830 1042 1572 - - - Stage 1 991 - - - - - Stage 2 897 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 807 1042 1572 - - - Mov Cap-2 Maneuver 807 - - - - - Stage 1 963 - - - - - Stage 2 897 - - - - - Approach EB NB SB HCM Control Delay, s 8.8 3.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1572 - 950 - - HCM Lane V/C Ratio 0.027 - 0.015 - - HCM Control Delay (s) 7.4 0 8.8 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0 - - HCM 6th TWSC 3: US-89 05/31/2023 2042 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Future Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 2 54 0 34 0 266 32 137 624 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1199 1198 626 1183 1184 282 628 0 0 298 0 0 Stage 1 900 900 - 282 282 - - - - - - - Stage 2 299 298 - 901 902 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 162 186 484 166 189 757 954 - - 1263 - - Stage 1 333 357 - 725 678 - - - - - - - Stage 2 710 667 - 333 356 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 135 155 484 144 157 757 954 - - 1263 - - Mov Cap-2 Maneuver 135 155 - 144 157 - - - - - - - Stage 1 333 297 - 725 678 - - - - - - - Stage 2 678 667 - 276 297 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.5 33.9 0 1.5 HCM LOS B D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 954 - - 484 210 1263 - - HCM Lane V/C Ratio - - - 0.004 0.417 0.109 - - HCM Control Delay (s) 0 - - 12.5 33.9 8.2 0 - HCM Lane LOS A - - B D A A - HCM 95th %tile Q(veh) 0 - - 0 1.9 0.4 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2042 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 58 22 0 1 2 Future Vol, veh/h 7 58 22 0 1 2 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 127 48 0 2 4 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 7.1 7.7 6.9 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 11% 0% Vol Thru, % 0% 0% 33% Vol Right, % 0% 89% 67% Sign Control Stop Stop Stop Traffic Vol by Lane 22 65 3 LT Vol 22 7 0 Through Vol 0 0 1 RT Vol 0 58 2 Lane Flow Rate 48 142 7 Geometry Grp 1 1 1 Degree of Util (X) 0.059 0.139 0.007 Departure Headway (Hd) 4.39 3.515 3.822 Convergence, Y/N Yes Yes Yes Cap 816 1017 933 Service Time 2.415 1.548 1.86 HCM Lane V/C Ratio 0.059 0.14 0.008 HCM Control Delay 7.7 7.1 6.9 HCM Lane LOS A A A HCM 95th-tile Q 0.2 0.5 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2042 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Future Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 14 7 56 0 2 7 53 275 7 32 536 39 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 989 988 536 1008 1024 279 575 0 0 282 0 0 Stage 1 600 600 - 385 385 - - - - - - - Stage 2 389 388 - 623 639 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 226 247 545 219 235 760 998 - - 1280 - - Stage 1 488 490 - 638 611 - - - - - - - Stage 2 635 609 - 474 470 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 210 228 545 180 217 760 998 - - 1280 - - Mov Cap-2 Maneuver 210 228 - 180 217 - - - - - - - Stage 1 462 478 - 604 579 - - - - - - - Stage 2 594 577 - 408 458 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.4 12.2 1.4 0.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 998 - - 216 545 507 1280 - - HCM Lane V/C Ratio 0.053 - - 0.098 0.104 0.017 0.025 - - HCM Control Delay (s) 8.8 - - 23.5 12.4 12.2 7.9 - - HCM Lane LOS A - - C B B A - - HCM 95th %tile Q(veh) 0.2 - - 0.3 0.3 0.1 0.1 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2042 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 14 4 25 47 2 Future Vol, veh/h 3 14 4 25 47 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 26 8 47 88 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 153 90 92 0 - 0 Stage 1 90 - - - - - Stage 2 63 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 839 968 1503 - - - Stage 1 934 - - - - - Stage 2 960 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 835 968 1503 - - - Mov Cap-2 Maneuver 835 - - - - - Stage 1 929 - - - - - Stage 2 960 - - - - - Approach EB NB SB HCM Control Delay, s 9 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1503 - 942 - - HCM Lane V/C Ratio 0.005 - 0.034 - - HCM Control Delay (s) 7.4 0 9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 3: US-89 05/31/2023 2047 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Future Vol, veh/h 2 0 0 24 0 67 1 298 5 6 221 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 0 0 50 0 138 2 615 10 12 456 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1174 1110 457 1105 1106 620 458 0 0 625 0 0 Stage 1 481 481 - 624 624 - - - - - - - Stage 2 693 629 - 481 482 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 169 209 604 188 210 488 1103 - - 956 - - Stage 1 566 554 - 473 478 - - - - - - - Stage 2 434 475 - 566 553 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 119 205 604 185 206 488 1103 - - 956 - - Mov Cap-2 Maneuver 119 205 - 185 206 - - - - - - - Stage 1 564 545 - 472 477 - - - - - - - Stage 2 310 474 - 556 544 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 36.3 27.7 0 0.2 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1103 - - 119 341 956 - - HCM Lane V/C Ratio 0.002 - - 0.035 0.55 0.013 - - HCM Control Delay (s) 8.3 0 - 36.3 27.7 8.8 0 - HCM Lane LOS A A - E D A A - HCM 95th %tile Q(veh) 0 - - 0.1 3.2 0 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2047 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.5 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 40 0 0 5 Future Vol, veh/h 0 7 40 0 0 5 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 20 116 0 0 15 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.7 7.8 6.5 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 0% Vol Right, % 0% 100% 100% Sign Control Stop Stop Stop Traffic Vol by Lane 40 7 5 LT Vol 40 0 0 Through Vol 0 0 0 RT Vol 0 7 5 Lane Flow Rate 116 20 15 Geometry Grp 1 1 1 Degree of Util (X) 0.135 0.02 0.014 Departure Headway (Hd) 4.181 3.561 3.456 Convergence, Y/N Yes Yes Yes Cap 862 994 1033 Service Time 2.185 1.622 1.486 HCM Lane V/C Ratio 0.135 0.02 0.015 HCM Control Delay 7.8 6.7 6.5 HCM Lane LOS A A A HCM 95th-tile Q 0.5 0.1 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2047 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Future Vol, veh/h 32 1 24 5 3 19 13 266 2 2 193 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 65 2 49 10 6 39 27 543 4 4 394 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1024 1003 394 1008 1013 545 406 0 0 547 0 0 Stage 1 402 402 - 599 599 - - - - - - - Stage 2 622 601 - 409 414 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 214 242 655 219 239 538 1153 - - 1022 - - Stage 1 625 600 - 488 490 - - - - - - - Stage 2 474 489 - 619 593 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 190 235 655 197 233 538 1153 - - 1022 - - Mov Cap-2 Maneuver 190 235 - 197 233 - - - - - - - Stage 1 611 598 - 477 479 - - - - - - - Stage 2 424 478 - 569 591 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 24.2 16.5 0.4 0.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1153 - - 191 655 367 1022 - - HCM Lane V/C Ratio 0.023 - - 0.353 0.075 0.15 0.004 - - HCM Control Delay (s) 8.2 - - 33.8 10.9 16.5 8.5 - - HCM Lane LOS A - - D B C A - - HCM 95th %tile Q(veh) 0.1 - - 1.5 0.2 0.5 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2047 AM Peak 5:52 pm 04/27/2023 Baseline Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 18 18 11 5 Future Vol, veh/h 2 4 18 18 11 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 11 50 50 30 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 187 37 44 0 - 0 Stage 1 37 - - - - - Stage 2 150 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 802 1035 1564 - - - Stage 1 985 - - - - - Stage 2 878 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 776 1035 1564 - - - Mov Cap-2 Maneuver 776 - - - - - Stage 1 952 - - - - - Stage 2 878 - - - - - Approach EB NB SB HCM Control Delay, s 8.9 3.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1564 - 931 - - HCM Lane V/C Ratio 0.032 - 0.018 - - HCM Control Delay (s) 7.4 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC 3: US-89 05/31/2023 2047 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Future Vol, veh/h 0 0 1 27 0 17 0 134 16 69 314 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 2 62 0 39 0 309 37 159 723 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1391 1390 726 1373 1374 328 728 0 0 346 0 0 Stage 1 1044 1044 - 328 328 - - - - - - - Stage 2 347 346 - 1045 1046 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 120 142 425 123 145 713 876 - - 1213 - - Stage 1 277 306 - 685 647 - - - - - - - Stage 2 669 635 - 276 305 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 94 111 425 102 113 713 876 - - 1213 - - Mov Cap-2 Maneuver 94 111 - 102 113 - - - - - - - Stage 1 277 239 - 685 647 - - - - - - - Stage 2 632 635 - 214 238 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.5 66.5 0 1.5 HCM LOS B F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 876 - - 425 152 1213 - - HCM Lane V/C Ratio - - - 0.005 0.666 0.131 - - HCM Control Delay (s) 0 - - 13.5 66.5 8.4 0 - HCM Lane LOS A - - B F A A - HCM 95th %tile Q(veh) 0 - - 0 3.8 0.5 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2047 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 58 22 0 1 2 Future Vol, veh/h 7 58 22 0 1 2 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 147 56 0 3 5 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 7.3 7.8 6.9 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 11% 0% Vol Thru, % 0% 0% 33% Vol Right, % 0% 89% 67% Sign Control Stop Stop Stop Traffic Vol by Lane 22 65 3 LT Vol 22 7 0 Through Vol 0 0 1 RT Vol 0 58 2 Lane Flow Rate 56 165 8 Geometry Grp 1 1 1 Degree of Util (X) 0.069 0.162 0.008 Departure Headway (Hd) 4.431 3.531 3.867 Convergence, Y/N Yes Yes Yes Cap 808 1011 920 Service Time 2.461 1.57 1.914 HCM Lane V/C Ratio 0.069 0.163 0.009 HCM Control Delay 7.8 7.3 6.9 HCM Lane LOS A A A HCM 95th-tile Q 0.2 0.6 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2047 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Future Vol, veh/h 8 4 32 0 1 4 30 156 4 18 304 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 8 65 0 2 8 61 318 8 37 621 45 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1144 1143 621 1166 1184 322 666 0 0 326 0 0 Stage 1 695 695 - 444 444 - - - - - - - Stage 2 449 448 - 722 740 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 177 200 487 171 189 719 923 - - 1234 - - Stage 1 433 444 - 593 575 - - - - - - - Stage 2 589 573 - 418 423 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 161 181 487 133 171 719 923 - - 1234 - - Mov Cap-2 Maneuver 161 181 - 133 171 - - - - - - - Stage 1 404 431 - 554 537 - - - - - - - Stage 2 542 535 - 344 410 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.1 13.4 1.4 0.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 923 - - 167 487 438 1234 - - HCM Lane V/C Ratio 0.066 - - 0.147 0.134 0.023 0.03 - - HCM Control Delay (s) 9.2 - - 30.2 13.5 13.4 8 - - HCM Lane LOS A - - D B B A - - HCM 95th %tile Q(veh) 0.2 - - 0.5 0.5 0.1 0.1 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2047 PM Peak 10:59 am 05/03/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 14 4 25 47 2 Future Vol, veh/h 3 14 4 25 47 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 30 9 54 102 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 176 104 106 0 - 0 Stage 1 104 - - - - - Stage 2 72 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 814 951 1485 - - - Stage 1 920 - - - - - Stage 2 951 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 809 951 1485 - - - Mov Cap-2 Maneuver 809 - - - - - Stage 1 914 - - - - - Stage 2 951 - - - - - Approach EB NB SB HCM Control Delay, s 9.1 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1485 - 922 - - HCM Lane V/C Ratio 0.006 - 0.04 - - HCM Control Delay (s) 7.4 0 9.1 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 3: US-89 05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 25 0 69 1 307 5 6 228 1 Future Vol, veh/h 2 0 0 32 0 94 1 320 6 9 231 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 0 33 0 98 1 333 6 9 241 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 647 601 242 598 598 336 242 0 0 339 0 0 Stage 1 260 260 - 338 338 - - - - - - - Stage 2 387 341 - 260 260 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 384 414 797 414 416 706 1324 - - 1220 - - Stage 1 745 693 - 676 641 - - - - - - - Stage 2 637 639 - 745 693 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 328 410 797 411 412 706 1324 - - 1220 - - Mov Cap-2 Maneuver 328 410 - 411 412 - - - - - - - Stage 1 744 687 - 675 640 - - - - - - - Stage 2 548 638 - 738 687 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16 12.7 0 0.3 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1324 - - 328 597 1220 - - HCM Lane V/C Ratio 0.001 - - 0.006 0.22 0.008 - - HCM Control Delay (s) 7.7 0 - 16 12.7 8 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0 - - 0 0.8 0 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 41 0 0 5 Future Vol, veh/h 0 9 51 0 0 5 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 13 75 0 0 7 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.6 7.6 6.5 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 0% Vol Right, % 0% 100% 100% Sign Control Stop Stop Stop Traffic Vol by Lane 51 9 5 LT Vol 51 0 0 Through Vol 0 0 0 RT Vol 0 9 5 Lane Flow Rate 75 13 7 Geometry Grp 1 1 1 Degree of Util (X) 0.087 0.013 0.007 Departure Headway (Hd) 4.164 3.478 3.413 Convergence, Y/N Yes Yes Yes Cap 866 1024 1049 Service Time 2.166 1.516 1.432 HCM Lane V/C Ratio 0.087 0.013 0.007 HCM Control Delay 7.6 6.6 6.5 HCM Lane LOS A A A HCM 95th-tile Q 0.3 0 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 33 1 25 5 3 20 13 274 2 2 199 6 Future Vol, veh/h 33 1 25 18 3 33 13 275 7 5 206 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 1 26 19 3 34 13 284 7 5 212 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 554 539 212 540 542 288 218 0 0 291 0 0 Stage 1 222 222 - 314 314 - - - - - - - Stage 2 332 317 - 226 228 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 443 449 828 453 447 751 1352 - - 1271 - - Stage 1 780 720 - 697 656 - - - - - - - Stage 2 681 654 - 777 715 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 416 443 828 434 441 751 1352 - - 1271 - - Mov Cap-2 Maneuver 416 443 - 434 441 - - - - - - - Stage 1 772 717 - 690 649 - - - - - - - Stage 2 641 647 - 749 712 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.3 11.8 0.3 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1352 - - 417 828 586 1271 - - HCM Lane V/C Ratio 0.01 - - 0.084 0.031 0.095 0.004 - - HCM Control Delay (s) 7.7 - - 14.4 9.5 11.8 7.8 - - HCM Lane LOS A - - B A B A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.1 0.3 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 4 19 19 11 5 Future Vol, veh/h 4 4 19 19 11 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 6 26 26 15 15 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 101 23 30 0 - 0 Stage 1 23 - - - - - Stage 2 78 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 898 1054 1583 - - - Stage 1 1000 - - - - - Stage 2 945 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 883 1054 1583 - - - Mov Cap-2 Maneuver 883 - - - - - Stage 1 983 - - - - - Stage 2 945 - - - - - Approach EB NB SB HCM Control Delay, s 8.8 3.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1583 - 961 - - HCM Lane V/C Ratio 0.017 - 0.012 - - HCM Control Delay (s) 7.3 0 8.8 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 11 94 0 0 0 Future Vol, veh/h 0 15 125 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 16 136 0 0 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 136 0 - 0 152 136 Stage 1 - - - - 136 - Stage 2 - - - - 16 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1448 - - - 840 913 Stage 1 - - - - 890 - Stage 2 - - - - 1007 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1448 - - - 840 913 Mov Cap-2 Maneuver - - - - 840 - Stage 1 - - - - 890 - Stage 2 - - - - 1007 - Approach EB WB SB HCM Control Delay, s 0 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1448 - - - 913 HCM Lane V/C Ratio - - - - 0.001 HCM Control Delay (s) 0 - - - 8.9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 11 0 0 94 0 0 Future Vol, veh/h 13 2 0 113 12 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 2 0 123 13 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 16 0 138 15 Stage 1 - - - - 15 - Stage 2 - - - - 123 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1602 - 855 1065 Stage 1 - - - - 1008 - Stage 2 - - - - 902 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1602 - 855 1065 Mov Cap-2 Maneuver - - - - 855 - Stage 1 - - - - 1008 - Stage 2 - - - - 902 - Approach EB WB NB HCM Control Delay, s 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 855 - - 1602 - HCM Lane V/C Ratio 0.015 - - - - HCM Control Delay (s) 9.3 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 11 94 0 0 0 Future Vol, veh/h 0 13 112 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 14 122 0 0 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 122 0 - 0 136 122 Stage 1 - - - - 122 - Stage 2 - - - - 14 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1465 - - - 857 929 Stage 1 - - - - 903 - Stage 2 - - - - 1009 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1465 - - - 857 929 Mov Cap-2 Maneuver - - - - 857 - Stage 1 - - - - 903 - Stage 2 - - - - 1009 - Approach EB WB SB HCM Control Delay, s 0 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1465 - - - 929 HCM Lane V/C Ratio - - - - 0.001 HCM Control Delay (s) 0 - - - 8.9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 11 0 0 94 0 0 Future Vol, veh/h 13 0 0 109 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 0 0 118 3 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 14 0 132 14 Stage 1 - - - - 14 - Stage 2 - - - - 118 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1604 - 862 1066 Stage 1 - - - - 1009 - Stage 2 - - - - 907 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1604 - 862 1066 Mov Cap-2 Maneuver - - - - 862 - Stage 1 - - - - 1009 - Stage 2 - - - - 907 - Approach EB WB NB HCM Control Delay, s 0 0 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 862 - - 1604 - HCM Lane V/C Ratio 0.004 - - - - HCM Control Delay (s) 9.2 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 22: Access G (Clyde Dev.)/Access G (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 0 0 28 0 0 0 0 0 0 0 Future Vol, veh/h 2 9 2 0 40 0 6 0 0 0 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 10 2 0 43 0 7 0 0 0 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 43 0 0 12 0 0 63 58 11 58 59 43 Stage 1 - - - - - - 15 15 - 43 43 - Stage 2 - - - - - - 48 43 - 15 16 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1566 - - 1607 - - 932 833 1070 939 832 1027 Stage 1 - - - - - - 1005 883 - 971 859 - Stage 2 - - - - - - 965 859 - 1005 882 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1566 - - 1607 - - 924 832 1070 938 831 1027 Mov Cap-2 Maneuver - - - - - - 924 832 - 938 831 - Stage 1 - - - - - - 1004 882 - 970 859 - Stage 2 - - - - - - 957 859 - 1004 881 - Approach EB WB NB SB HCM Control Delay, s 1.1 0 8.9 8.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 924 1566 - - 1607 - - 1027 HCM Lane V/C Ratio 0.007 0.001 - - - - - 0.008 HCM Control Delay (s) 8.9 7.3 0 - 0 - - 8.5 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 11 0 0 94 0 0 0 0 0 0 0 Future Vol, veh/h 0 13 0 0 107 0 2 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 14 0 0 116 0 2 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 116 0 0 14 0 0 130 130 14 130 130 116 Stage 1 - - - - - - 14 14 - 116 116 - Stage 2 - - - - - - 116 116 - 14 14 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1473 - - 1604 - - 843 761 1066 843 761 936 Stage 1 - - - - - - 1006 884 - 889 800 - Stage 2 - - - - - - 889 800 - 1006 884 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1473 - - 1604 - - 843 761 1066 843 761 936 Mov Cap-2 Maneuver - - - - - - 843 761 - 843 761 - Stage 1 - - - - - - 1006 884 - 889 800 - Stage 2 - - - - - - 889 800 - 1006 884 - Approach EB WB NB SB HCM Control Delay, s 0 0 9.3 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 843 1473 - - 1604 - - - HCM Lane V/C Ratio 0.003 - - - - - - - HCM Control Delay (s) 9.3 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - HCM 6th TWSC 27: Access F (Etna hills)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 11 0 0 46 0 0 0 0 0 0 0 Future Vol, veh/h 0 13 0 0 56 0 3 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 14 0 0 61 0 3 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 61 0 0 14 0 0 75 75 14 75 75 61 Stage 1 - - - - - - 14 14 - 61 61 - Stage 2 - - - - - - 61 61 - 14 14 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1542 - - 1604 - - 915 815 1066 915 815 1004 Stage 1 - - - - - - 1006 884 - 950 844 - Stage 2 - - - - - - 950 844 - 1006 884 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1542 - - 1604 - - 915 815 1066 915 815 1004 Mov Cap-2 Maneuver - - - - - - 915 815 - 915 815 - Stage 1 - - - - - - 1006 884 - 950 844 - Stage 2 - - - - - - 950 844 - 1006 884 - Approach EB WB NB SB HCM Control Delay, s 0 0 8.9 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 915 1542 - - 1604 - - - HCM Lane V/C Ratio 0.004 - - - - - - - HCM Control Delay (s) 8.9 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access J (Mountain Valley Estates)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 21 0 0 7 Future Vol, veh/h 3 5 26 1 1 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 5 28 1 1 9 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 40 29 0 0 29 0 Stage 1 29 - - - - - Stage 2 11 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 972 1046 - - 1584 - Stage 1 994 - - - - - Stage 2 1012 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 971 1046 - - 1584 - Mov Cap-2 Maneuver 971 - - - - - Stage 1 994 - - - - - Stage 2 1011 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1017 1584 - HCM Lane V/C Ratio - - 0.009 0.001 - HCM Control Delay (s) - - 8.6 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC 35: County Road 117 & Access I (Mountain Valley Estates)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 13 Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 21 0 0 7 Future Vol, veh/h 3 5 22 1 1 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 5 24 1 1 11 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 38 25 0 0 25 0 Stage 1 25 - - - - - Stage 2 13 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 974 1051 - - 1589 - Stage 1 998 - - - - - Stage 2 1010 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 973 1051 - - 1589 - Mov Cap-2 Maneuver 973 - - - - - Stage 1 998 - - - - - Stage 2 1009 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 0.7 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1020 1589 - HCM Lane V/C Ratio - - 0.009 0.001 - HCM Control Delay (s) - - 8.6 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC 36: Access H (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2024 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 14 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 5 0 0 28 0 0 Future Vol, veh/h 7 2 0 34 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 2 0 37 7 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 10 0 46 9 Stage 1 - - - - 9 - Stage 2 - - - - 37 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1610 - 964 1073 Stage 1 - - - - 1014 - Stage 2 - - - - 985 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1610 - 964 1073 Mov Cap-2 Maneuver - - - - 964 - Stage 1 - - - - 1014 - Stage 2 - - - - 985 - Approach EB WB NB HCM Control Delay, s 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 964 - - 1610 - HCM Lane V/C Ratio 0.007 - - - - HCM Control Delay (s) 8.8 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 3: US-89 05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 28 0 18 0 138 16 71 323 2 Future Vol, veh/h 0 0 1 35 0 21 0 141 24 96 337 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 1 41 0 24 0 164 28 112 392 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 807 809 393 796 796 178 394 0 0 192 0 0 Stage 1 617 617 - 178 178 - - - - - - - Stage 2 190 192 - 618 618 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 300 314 656 305 320 865 1165 - - 1381 - - Stage 1 477 481 - 824 752 - - - - - - - Stage 2 812 742 - 477 481 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 268 281 656 280 287 865 1165 - - 1381 - - Mov Cap-2 Maneuver 268 281 - 280 287 - - - - - - - Stage 1 477 431 - 824 752 - - - - - - - Stage 2 789 742 - 427 431 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.5 16.6 0 1.7 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1165 - - 656 375 1381 - - HCM Lane V/C Ratio - - - 0.002 0.174 0.081 - - HCM Control Delay (s) 0 - - 10.5 16.6 7.8 0 - HCM Lane LOS A - - B C A A - HCM 95th %tile Q(veh) 0 - - 0 0.6 0.3 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Intersection Intersection Delay, s/veh 7 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 60 23 0 1 2 Future Vol, veh/h 7 71 25 0 1 2 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 91 32 0 1 3 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.9 7.5 6.8 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 9% 0% Vol Thru, % 0% 0% 33% Vol Right, % 0% 91% 67% Sign Control Stop Stop Stop Traffic Vol by Lane 25 78 3 LT Vol 25 7 0 Through Vol 0 0 1 RT Vol 0 71 2 Lane Flow Rate 32 100 4 Geometry Grp 1 1 1 Degree of Util (X) 0.038 0.096 0.004 Departure Headway (Hd) 4.313 3.466 3.733 Convergence, Y/N Yes Yes Yes Cap 832 1034 959 Service Time 2.327 1.487 1.756 HCM Lane V/C Ratio 0.038 0.097 0.004 HCM Control Delay 7.5 6.9 6.8 HCM Lane LOS A A A HCM 95th-tile Q 0.1 0.3 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 4 33 0 1 4 31 161 4 19 313 23 Future Vol, veh/h 9 7 33 13 1 7 31 168 15 33 320 23 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 7 34 13 1 7 32 173 15 34 330 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 647 650 330 659 667 181 354 0 0 188 0 0 Stage 1 398 398 - 245 245 - - - - - - - Stage 2 249 252 - 414 422 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 384 388 712 377 380 862 1205 - - 1386 - - Stage 1 628 603 - 759 703 - - - - - - - Stage 2 755 698 - 616 588 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 365 368 712 340 361 862 1205 - - 1386 - - Mov Cap-2 Maneuver 365 368 - 340 361 - - - - - - - Stage 1 611 588 - 739 684 - - - - - - - Stage 2 728 679 - 565 573 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.9 13.9 1.2 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1205 - - 366 712 427 1386 - - HCM Lane V/C Ratio 0.027 - - 0.045 0.048 0.051 0.025 - - HCM Control Delay (s) 8.1 - - 15.3 10.3 13.9 7.7 - - HCM Lane LOS A - - C B B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0.2 0.1 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 2.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 14 4 26 48 2 Future Vol, veh/h 9 15 4 26 51 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 16 4 29 56 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 98 61 65 0 - 0 Stage 1 61 - - - - - Stage 2 37 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 901 1004 1537 - - - Stage 1 962 - - - - - Stage 2 985 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 898 1004 1537 - - - Mov Cap-2 Maneuver 898 - - - - - Stage 1 959 - - - - - Stage 2 985 - - - - - Approach EB NB SB HCM Control Delay, s 8.9 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1537 - 961 - - HCM Lane V/C Ratio 0.003 - 0.027 - - HCM Control Delay (s) 7.3 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 88 53 0 0 0 Future Vol, veh/h 1 120 63 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 130 68 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 68 0 - 0 200 68 Stage 1 - - - - 68 - Stage 2 - - - - 132 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1533 - - - 789 995 Stage 1 - - - - 955 - Stage 2 - - - - 894 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1533 - - - 788 995 Mov Cap-2 Maneuver - - - - 788 - Stage 1 - - - - 954 - Stage 2 - - - - 894 - Approach EB WB SB HCM Control Delay, s 0.1 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1533 - - - - HCM Lane V/C Ratio 0.001 - - - - HCM Control Delay (s) 7.3 0 - - 0 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - - HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 88 0 0 53 0 0 Future Vol, veh/h 109 11 0 59 4 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 118 12 0 64 4 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 130 0 188 124 Stage 1 - - - - 124 - Stage 2 - - - - 64 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1455 - 801 927 Stage 1 - - - - 902 - Stage 2 - - - - 959 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1455 - 801 927 Mov Cap-2 Maneuver - - - - 801 - Stage 1 - - - - 902 - Stage 2 - - - - 959 - Approach EB WB NB HCM Control Delay, s 0 0 9.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 823 - - 1455 - HCM Lane V/C Ratio 0.007 - - - - HCM Control Delay (s) 9.4 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 88 53 0 0 0 Future Vol, veh/h 3 107 58 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 116 63 0 0 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 63 0 - 0 185 63 Stage 1 - - - - 63 - Stage 2 - - - - 122 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1540 - - - 804 1002 Stage 1 - - - - 960 - Stage 2 - - - - 903 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1540 - - - 802 1002 Mov Cap-2 Maneuver - - - - 802 - Stage 1 - - - - 958 - Stage 2 - - - - 903 - Approach EB WB SB HCM Control Delay, s 0.2 0 8.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1540 - - - 1002 HCM Lane V/C Ratio 0.002 - - - 0.001 HCM Control Delay (s) 7.3 0 - - 8.6 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 88 0 0 53 0 0 Future Vol, veh/h 104 3 0 57 1 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 113 3 0 62 1 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 116 0 177 115 Stage 1 - - - - 115 - Stage 2 - - - - 62 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1473 - 813 937 Stage 1 - - - - 910 - Stage 2 - - - - 961 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1473 - 813 937 Mov Cap-2 Maneuver - - - - 813 - Stage 1 - - - - 910 - Stage 2 - - - - 961 - Approach EB WB NB HCM Control Delay, s 0 0 9.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 813 - - 1473 - HCM Lane V/C Ratio 0.001 - - - - HCM Control Delay (s) 9.4 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 27 0 0 6 0 0 0 0 0 0 0 Future Vol, veh/h 10 39 6 0 15 0 3 0 0 1 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 42 7 0 16 0 3 0 0 1 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 16 0 0 49 0 0 86 84 46 84 87 16 Stage 1 - - - - - - 68 68 - 16 16 - Stage 2 - - - - - - 18 16 - 68 71 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1602 - - 1558 - - 900 806 1023 903 803 1063 Stage 1 - - - - - - 942 838 - 1004 882 - Stage 2 - - - - - - 1001 882 - 942 836 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1602 - - 1558 - - 892 800 1023 898 797 1063 Mov Cap-2 Maneuver - - - - - - 892 800 - 898 797 - Stage 1 - - - - - - 935 832 - 997 882 - Stage 2 - - - - - - 997 882 - 935 830 - Approach EB WB NB SB HCM Control Delay, s 1.3 0 9.1 8.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 892 1602 - - 1558 - - 1025 HCM Lane V/C Ratio 0.004 0.007 - - - - - 0.005 HCM Control Delay (s) 9.1 7.3 0 - 0 - - 8.5 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 88 0 0 53 0 0 0 0 0 0 0 Future Vol, veh/h 0 102 2 0 56 0 1 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 111 2 0 61 0 1 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 61 0 0 113 0 0 173 173 112 173 174 61 Stage 1 - - - - - - 112 112 - 61 61 - Stage 2 - - - - - - 61 61 - 112 113 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1542 - - 1476 - - 790 720 941 790 719 1004 Stage 1 - - - - - - 893 803 - 950 844 - Stage 2 - - - - - - 950 844 - 893 802 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1542 - - 1476 - - 790 720 941 790 719 1004 Mov Cap-2 Maneuver - - - - - - 790 720 - 790 719 - Stage 1 - - - - - - 893 803 - 950 844 - Stage 2 - - - - - - 950 844 - 893 802 - Approach EB WB NB SB HCM Control Delay, s 0 0 9.6 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 790 1542 - - 1476 - - - HCM Lane V/C Ratio 0.001 - - - - - - - HCM Control Delay (s) 9.6 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 88 0 0 53 0 0 0 0 0 0 0 Future Vol, veh/h 0 99 3 0 55 0 1 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 108 3 0 60 0 1 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 60 0 0 111 0 0 170 170 110 170 171 60 Stage 1 - - - - - - 110 110 - 60 60 - Stage 2 - - - - - - 60 60 - 110 111 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1544 - - 1479 - - 794 723 943 794 722 1005 Stage 1 - - - - - - 895 804 - 951 845 - Stage 2 - - - - - - 951 845 - 895 804 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1544 - - 1479 - - 794 723 943 794 722 1005 Mov Cap-2 Maneuver - - - - - - 794 723 - 794 722 - Stage 1 - - - - - - 895 804 - 951 845 - Stage 2 - - - - - - 951 845 - 895 804 - Approach EB WB NB SB HCM Control Delay, s 0 0 9.5 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 794 1544 - - 1479 - - - HCM Lane V/C Ratio 0.001 - - - - - - - HCM Control Delay (s) 9.5 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 29 0 0 48 Future Vol, veh/h 4 1 30 3 5 54 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 1 33 3 5 59 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 104 35 0 0 36 0 Stage 1 35 - - - - - Stage 2 69 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 894 1038 - - 1575 - Stage 1 987 - - - - - Stage 2 954 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 891 1038 - - 1575 - Mov Cap-2 Maneuver 891 - - - - - Stage 1 987 - - - - - Stage 2 951 - - - - - Approach WB NB SB HCM Control Delay, s 8.9 0 0.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 917 1575 - HCM Lane V/C Ratio - - 0.006 0.003 - HCM Control Delay (s) - - 8.9 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 13 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 29 0 0 48 Future Vol, veh/h 4 1 32 3 5 53 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 1 35 3 5 58 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 105 37 0 0 38 0 Stage 1 37 - - - - - Stage 2 68 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 893 1035 - - 1572 - Stage 1 985 - - - - - Stage 2 955 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 890 1035 - - 1572 - Mov Cap-2 Maneuver 890 - - - - - Stage 1 985 - - - - - Stage 2 952 - - - - - Approach WB NB SB HCM Control Delay, s 9 0 0.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 916 1572 - HCM Lane V/C Ratio - - 0.006 0.003 - HCM Control Delay (s) - - 9 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2024 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 14 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 27 0 0 6 0 0 Future Vol, veh/h 34 6 0 12 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 7 0 13 3 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 44 0 54 41 Stage 1 - - - - 41 - Stage 2 - - - - 13 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1564 - 954 1030 Stage 1 - - - - 981 - Stage 2 - - - - 1010 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1564 - 954 1030 Mov Cap-2 Maneuver - - - - 954 - Stage 1 - - - - 981 - Stage 2 - - - - 1010 - Approach EB WB NB HCM Control Delay, s 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 954 - - 1564 - HCM Lane V/C Ratio 0.003 - - - - HCM Control Delay (s) 8.8 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 3: US-89 05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 0 29 0 80 1 355 6 7 263 1 Future Vol, veh/h 2 0 0 45 0 142 1 368 11 18 266 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 0 47 0 148 1 383 11 19 277 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 781 712 278 707 707 389 278 0 0 394 0 0 Stage 1 316 316 - 391 391 - - - - - - - Stage 2 465 396 - 316 316 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 312 358 761 350 360 659 1285 - - 1165 - - Stage 1 695 655 - 633 607 - - - - - - - Stage 2 578 604 - 695 655 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 238 351 761 345 353 659 1285 - - 1165 - - Mov Cap-2 Maneuver 238 351 - 345 353 - - - - - - - Stage 1 694 643 - 632 606 - - - - - - - Stage 2 448 603 - 682 643 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 20.3 15.4 0 0.5 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1285 - - 238 541 1165 - - HCM Lane V/C Ratio 0.001 - - 0.009 0.36 0.016 - - HCM Control Delay (s) 7.8 0 - 20.3 15.4 8.1 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0 - - 0 1.6 0 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Intersection Intersection Delay, s/veh 7.6 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 8 48 0 0 6 Future Vol, veh/h 0 14 80 0 0 6 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 21 118 0 0 9 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 6.7 7.8 6.5 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 0% Vol Right, % 0% 100% 100% Sign Control Stop Stop Stop Traffic Vol by Lane 80 14 6 LT Vol 80 0 0 Through Vol 0 0 0 RT Vol 0 14 6 Lane Flow Rate 118 21 9 Geometry Grp 1 1 1 Degree of Util (X) 0.136 0.02 0.008 Departure Headway (Hd) 4.176 3.553 3.457 Convergence, Y/N Yes Yes Yes Cap 864 997 1033 Service Time 2.18 1.613 1.487 HCM Lane V/C Ratio 0.137 0.021 0.009 HCM Control Delay 7.8 6.7 6.5 HCM Lane LOS A A A HCM 95th-tile Q 0.5 0.1 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 38 1 29 6 4 23 15 317 2 2 230 7 Future Vol, veh/h 38 3 29 33 6 36 15 322 13 5 246 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 39 3 30 34 6 37 15 332 13 5 254 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 654 639 254 638 640 339 261 0 0 345 0 0 Stage 1 264 264 - 369 369 - - - - - - - Stage 2 390 375 - 269 271 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 380 394 785 389 393 703 1303 - - 1214 - - Stage 1 741 690 - 651 621 - - - - - - - Stage 2 634 617 - 737 685 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 352 388 785 368 387 703 1303 - - 1214 - - Mov Cap-2 Maneuver 352 388 - 368 387 - - - - - - - Stage 1 732 687 - 643 614 - - - - - - - Stage 2 588 610 - 703 682 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.7 13.9 0.3 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1303 - - 354 785 480 1214 - - HCM Lane V/C Ratio 0.012 - - 0.119 0.038 0.161 0.004 - - HCM Control Delay (s) 7.8 - - 16.5 9.8 13.9 8 - - HCM Lane LOS A - - C A B A - - HCM 95th %tile Q(veh) 0 - - 0.4 0.1 0.6 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 5 21 21 13 6 Future Vol, veh/h 12 5 21 21 15 28 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 7 29 29 21 39 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 128 41 60 0 - 0 Stage 1 41 - - - - - Stage 2 87 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 866 1030 1544 - - - Stage 1 981 - - - - - Stage 2 936 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 850 1030 1544 - - - Mov Cap-2 Maneuver 850 - - - - - Stage 1 962 - - - - - Stage 2 936 - - - - - Approach EB NB SB HCM Control Delay, s 9.1 3.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1544 - 896 - - HCM Lane V/C Ratio 0.019 - 0.026 - - HCM Control Delay (s) 7.4 0 9.1 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 13 108 0 0 0 Future Vol, veh/h 0 29 183 0 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 32 199 0 0 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 199 0 - 0 231 199 Stage 1 - - - - 199 - Stage 2 - - - - 32 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1373 - - - 757 842 Stage 1 - - - - 835 - Stage 2 - - - - 991 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1373 - - - 757 842 Mov Cap-2 Maneuver - - - - 757 - Stage 1 - - - - 835 - Stage 2 - - - - 991 - Approach EB WB SB HCM Control Delay, s 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1373 - - - 842 HCM Lane V/C Ratio - - - - 0.004 HCM Control Delay (s) 0 - - - 9.3 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 13 0 0 108 0 0 Future Vol, veh/h 25 4 0 166 17 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 27 4 0 180 18 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 31 0 209 29 Stage 1 - - - - 29 - Stage 2 - - - - 180 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1582 - 779 1046 Stage 1 - - - - 994 - Stage 2 - - - - 851 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1582 - 779 1046 Mov Cap-2 Maneuver - - - - 779 - Stage 1 - - - - 994 - Stage 2 - - - - 851 - Approach EB WB NB HCM Control Delay, s 0 0 9.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 779 - - 1582 - HCM Lane V/C Ratio 0.024 - - - - HCM Control Delay (s) 9.7 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 13 108 0 0 0 Future Vol, veh/h 0 25 163 0 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 27 177 0 0 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 177 0 - 0 204 177 Stage 1 - - - - 177 - Stage 2 - - - - 27 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1399 - - - 784 866 Stage 1 - - - - 854 - Stage 2 - - - - 996 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1399 - - - 784 866 Mov Cap-2 Maneuver - - - - 784 - Stage 1 - - - - 854 - Stage 2 - - - - 996 - Approach EB WB SB HCM Control Delay, s 0 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1399 - - - 866 HCM Lane V/C Ratio - - - - 0.004 HCM Control Delay (s) 0 - - - 9.2 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 13 0 0 108 0 0 Future Vol, veh/h 23 2 0 154 9 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 2 0 167 10 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 27 0 193 26 Stage 1 - - - - 26 - Stage 2 - - - - 167 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1587 - 796 1050 Stage 1 - - - - 997 - Stage 2 - - - - 863 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1587 - 796 1050 Mov Cap-2 Maneuver - - - - 796 - Stage 1 - - - - 997 - Stage 2 - - - - 863 - Approach EB WB NB HCM Control Delay, s 0 0 9.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 796 - - 1587 - HCM Lane V/C Ratio 0.012 - - - - HCM Control Delay (s) 9.6 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 6 0 0 32 0 0 0 0 0 0 0 Future Vol, veh/h 2 18 2 0 60 0 6 0 0 0 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 20 2 0 65 0 7 0 0 0 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 65 0 0 22 0 0 95 90 21 90 91 65 Stage 1 - - - - - - 25 25 - 65 65 - Stage 2 - - - - - - 70 65 - 25 26 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1537 - - 1593 - - 888 800 1056 895 799 999 Stage 1 - - - - - - 993 874 - 946 841 - Stage 2 - - - - - - 940 841 - 993 874 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1537 - - 1593 - - 880 799 1056 894 798 999 Mov Cap-2 Maneuver - - - - - - 880 799 - 894 798 - Stage 1 - - - - - - 992 873 - 945 841 - Stage 2 - - - - - - 932 841 - 992 873 - Approach EB WB NB SB HCM Control Delay, s 0.7 0 9.1 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 880 1537 - - 1593 - - 999 HCM Lane V/C Ratio 0.007 0.001 - - - - - 0.009 HCM Control Delay (s) 9.1 7.3 0 - 0 - - 8.6 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 13 0 0 108 0 0 0 0 0 0 0 Future Vol, veh/h 0 21 2 0 148 0 6 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 23 2 0 161 0 7 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 161 0 0 25 0 0 185 185 24 185 186 161 Stage 1 - - - - - - 24 24 - 161 161 - Stage 2 - - - - - - 161 161 - 24 25 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1418 - - 1589 - - 776 709 1052 776 708 884 Stage 1 - - - - - - 994 875 - 841 765 - Stage 2 - - - - - - 841 765 - 994 874 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1418 - - 1589 - - 776 709 1052 776 708 884 Mov Cap-2 Maneuver - - - - - - 776 709 - 776 708 - Stage 1 - - - - - - 994 875 - 841 765 - Stage 2 - - - - - - 841 765 - 994 874 - Approach EB WB NB SB HCM Control Delay, s 0 0 9.7 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 776 1418 - - 1589 - - - HCM Lane V/C Ratio 0.008 - - - - - - - HCM Control Delay (s) 9.7 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 13 0 0 54 0 0 0 0 0 0 0 Future Vol, veh/h 0 19 2 0 86 0 8 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 21 2 0 93 0 9 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 93 0 0 23 0 0 115 115 22 115 116 93 Stage 1 - - - - - - 22 22 - 93 93 - Stage 2 - - - - - - 93 93 - 22 23 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1501 - - 1592 - - 862 775 1055 862 774 964 Stage 1 - - - - - - 996 877 - 914 818 - Stage 2 - - - - - - 914 818 - 996 876 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1501 - - 1592 - - 862 775 1055 862 774 964 Mov Cap-2 Maneuver - - - - - - 862 775 - 862 774 - Stage 1 - - - - - - 996 877 - 914 818 - Stage 2 - - - - - - 914 818 - 996 876 - Approach EB WB NB SB HCM Control Delay, s 0 0 9.2 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 862 1501 - - 1592 - - - HCM Lane V/C Ratio 0.01 - - - - - - - HCM Control Delay (s) 9.2 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 24 0 0 8 Future Vol, veh/h 12 16 40 5 3 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 17 43 5 3 12 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 64 46 0 0 48 0 Stage 1 46 - - - - - Stage 2 18 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 942 1023 - - 1559 - Stage 1 976 - - - - - Stage 2 1005 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 940 1023 - - 1559 - Mov Cap-2 Maneuver 940 - - - - - Stage 1 976 - - - - - Stage 2 1003 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 1.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 986 1559 - HCM Lane V/C Ratio - - 0.031 0.002 - HCM Control Delay (s) - - 8.8 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 13 Intersection Int Delay, s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 24 0 0 8 Future Vol, veh/h 12 16 29 5 3 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 17 32 5 3 22 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 63 35 0 0 37 0 Stage 1 35 - - - - - Stage 2 28 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 943 1038 - - 1574 - Stage 1 987 - - - - - Stage 2 995 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 941 1038 - - 1574 - Mov Cap-2 Maneuver 941 - - - - - Stage 1 987 - - - - - Stage 2 993 - - - - - Approach WB NB SB HCM Control Delay, s 8.7 0 1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 994 1574 - HCM Lane V/C Ratio - - 0.031 0.002 - HCM Control Delay (s) - - 8.7 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2029 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 14 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 6 0 0 32 0 0 Future Vol, veh/h 16 2 0 54 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 2 0 59 7 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 19 0 77 18 Stage 1 - - - - 18 - Stage 2 - - - - 59 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1597 - 926 1061 Stage 1 - - - - 1005 - Stage 2 - - - - 964 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1597 - 926 1061 Mov Cap-2 Maneuver - - - - 926 - Stage 1 - - - - 1005 - Stage 2 - - - - 964 - Approach EB WB NB HCM Control Delay, s 0 0 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 926 - - 1597 - HCM Lane V/C Ratio 0.007 - - - - HCM Control Delay (s) 8.9 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 3: US-89 05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 32 0 20 0 159 19 82 374 2 Future Vol, veh/h 0 0 1 49 0 34 0 162 37 148 388 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 1 57 0 40 0 188 43 172 451 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1026 1027 452 1007 1007 210 453 0 0 231 0 0 Stage 1 796 796 - 210 210 - - - - - - - Stage 2 230 231 - 797 797 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 213 234 608 219 241 830 1108 - - 1337 - - Stage 1 380 399 - 792 728 - - - - - - - Stage 2 773 713 - 380 399 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 176 194 608 190 200 830 1108 - - 1337 - - Mov Cap-2 Maneuver 176 194 - 190 200 - - - - - - - Stage 1 380 330 - 792 728 - - - - - - - Stage 2 736 713 - 314 330 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.9 24.7 0 2.2 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1108 - - 608 278 1337 - - HCM Lane V/C Ratio - - - 0.002 0.347 0.129 - - HCM Control Delay (s) 0 - - 10.9 24.7 8.1 0 - HCM Lane LOS A - - B C A A - HCM 95th %tile Q(veh) 0 - - 0 1.5 0.4 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 69 26 0 1 2 Future Vol, veh/h 8 106 34 0 1 2 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 136 44 0 1 3 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 7.1 7.7 6.9 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 7% 0% Vol Thru, % 0% 0% 33% Vol Right, % 0% 93% 67% Sign Control Stop Stop Stop Traffic Vol by Lane 34 114 3 LT Vol 34 8 0 Through Vol 0 0 1 RT Vol 0 106 2 Lane Flow Rate 44 146 4 Geometry Grp 1 1 1 Degree of Util (X) 0.053 0.141 0.004 Departure Headway (Hd) 4.394 3.472 3.824 Convergence, Y/N Yes Yes Yes Cap 816 1030 933 Service Time 2.416 1.501 1.858 HCM Lane V/C Ratio 0.054 0.142 0.004 HCM Control Delay 7.7 7.1 6.9 HCM Lane LOS A A A HCM 95th-tile Q 0.2 0.5 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 5 38 0 1 5 36 186 5 21 362 26 Future Vol, veh/h 14 10 38 25 3 8 36 200 28 35 378 27 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 14 10 39 26 3 8 37 206 29 36 390 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 762 771 390 776 785 221 418 0 0 235 0 0 Stage 1 462 462 - 295 295 - - - - - - - Stage 2 300 309 - 481 490 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 322 331 658 315 325 819 1141 - - 1332 - - Stage 1 580 565 - 713 669 - - - - - - - Stage 2 709 660 - 566 549 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 302 312 658 276 306 819 1141 - - 1332 - - Mov Cap-2 Maneuver 302 312 - 276 306 - - - - - - - Stage 1 561 550 - 690 648 - - - - - - - Stage 2 676 639 - 508 534 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.5 17.4 1.1 0.6 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1141 - - 306 658 327 1332 - - HCM Lane V/C Ratio 0.033 - - 0.081 0.06 0.113 0.027 - - HCM Control Delay (s) 8.3 - - 17.8 10.8 17.4 7.8 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.2 0.4 0.1 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 17 5 30 56 2 Future Vol, veh/h 24 18 5 32 63 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 20 5 35 69 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 126 81 93 0 - 0 Stage 1 81 - - - - - Stage 2 45 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 869 979 1501 - - - Stage 1 942 - - - - - Stage 2 977 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 866 979 1501 - - - Mov Cap-2 Maneuver 866 - - - - - Stage 1 939 - - - - - Stage 2 977 - - - - - Approach EB NB SB HCM Control Delay, s 9.2 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1501 - 911 - - HCM Lane V/C Ratio 0.004 - 0.051 - - HCM Control Delay (s) 7.4 0 9.2 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 101 61 0 0 0 Future Vol, veh/h 3 182 91 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 198 99 0 0 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 99 0 - 0 303 99 Stage 1 - - - - 99 - Stage 2 - - - - 204 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1494 - - - 689 957 Stage 1 - - - - 925 - Stage 2 - - - - 830 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1494 - - - 688 957 Mov Cap-2 Maneuver - - - - 688 - Stage 1 - - - - 923 - Stage 2 - - - - 830 - Approach EB WB SB HCM Control Delay, s 0.1 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1494 - - - 957 HCM Lane V/C Ratio 0.002 - - - 0.001 HCM Control Delay (s) 7.4 0 - - 8.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 101 0 0 61 0 0 Future Vol, veh/h 168 14 0 85 6 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 183 15 0 92 7 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 198 0 283 191 Stage 1 - - - - 191 - Stage 2 - - - - 92 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1375 - 707 851 Stage 1 - - - - 841 - Stage 2 - - - - 932 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1375 - 707 851 Mov Cap-2 Maneuver - - - - 707 - Stage 1 - - - - 841 - Stage 2 - - - - 932 - Approach EB WB NB HCM Control Delay, s 0 0 10 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 725 - - 1375 - HCM Lane V/C Ratio 0.01 - - - - HCM Control Delay (s) 10 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 101 61 0 0 0 Future Vol, veh/h 8 161 81 0 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 175 88 0 0 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 88 0 - 0 281 88 Stage 1 - - - - 88 - Stage 2 - - - - 193 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1508 - - - 709 970 Stage 1 - - - - 935 - Stage 2 - - - - 840 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1508 - - - 704 970 Mov Cap-2 Maneuver - - - - 704 - Stage 1 - - - - 928 - Stage 2 - - - - 840 - Approach EB WB SB HCM Control Delay, s 0.4 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1508 - - - 970 HCM Lane V/C Ratio 0.006 - - - 0.004 HCM Control Delay (s) 7.4 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 101 0 0 61 0 0 Future Vol, veh/h 150 11 0 76 5 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 163 12 0 83 5 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 175 0 252 169 Stage 1 - - - - 169 - Stage 2 - - - - 83 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1401 - 737 875 Stage 1 - - - - 861 - Stage 2 - - - - 940 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1401 - 737 875 Mov Cap-2 Maneuver - - - - 737 - Stage 1 - - - - 861 - Stage 2 - - - - 940 - Approach EB WB NB HCM Control Delay, s 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 757 - - 1401 - HCM Lane V/C Ratio 0.009 - - - - HCM Control Delay (s) 9.8 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 31 0 0 7 0 0 0 0 0 0 0 Future Vol, veh/h 10 57 6 0 30 0 3 0 0 1 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 62 7 0 33 0 3 0 0 1 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 33 0 0 69 0 0 123 121 66 121 124 33 Stage 1 - - - - - - 88 88 - 33 33 - Stage 2 - - - - - - 35 33 - 88 91 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1579 - - 1532 - - 852 769 998 854 766 1041 Stage 1 - - - - - - 920 822 - 983 868 - Stage 2 - - - - - - 981 868 - 920 820 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1579 - - 1532 - - 844 764 998 850 761 1041 Mov Cap-2 Maneuver - - - - - - 844 764 - 850 761 - Stage 1 - - - - - - 914 816 - 976 868 - Stage 2 - - - - - - 977 868 - 914 814 - Approach EB WB NB SB HCM Control Delay, s 1 0 9.3 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 844 1579 - - 1532 - - 996 HCM Lane V/C Ratio 0.004 0.007 - - - - - 0.005 HCM Control Delay (s) 9.3 7.3 0 - 0 - - 8.6 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 101 0 0 61 0 0 0 0 0 0 0 Future Vol, veh/h 0 145 6 0 73 0 3 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 158 7 0 79 0 3 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 79 0 0 165 0 0 241 241 162 241 244 79 Stage 1 - - - - - - 162 162 - 79 79 - Stage 2 - - - - - - 79 79 - 162 165 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1519 - - 1413 - - 713 660 883 713 658 981 Stage 1 - - - - - - 840 764 - 930 829 - Stage 2 - - - - - - 930 829 - 840 762 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1519 - - 1413 - - 713 660 883 713 658 981 Mov Cap-2 Maneuver - - - - - - 713 660 - 713 658 - Stage 1 - - - - - - 840 764 - 930 829 - Stage 2 - - - - - - 930 829 - 840 762 - Approach EB WB NB SB HCM Control Delay, s 0 0 10.1 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 713 1519 - - 1413 - - - HCM Lane V/C Ratio 0.005 - - - - - - - HCM Control Delay (s) 10.1 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 101 0 0 61 0 0 0 0 0 0 0 Future Vol, veh/h 0 137 8 0 69 0 4 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 149 9 0 75 0 4 0 1 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 75 0 0 158 0 0 229 229 154 229 233 75 Stage 1 - - - - - - 154 154 - 75 75 - Stage 2 - - - - - - 75 75 - 154 158 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1524 - - 1422 - - 726 671 892 726 667 986 Stage 1 - - - - - - 848 770 - 934 833 - Stage 2 - - - - - - 934 833 - 848 767 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1524 - - 1422 - - 726 671 892 725 667 986 Mov Cap-2 Maneuver - - - - - - 726 671 - 725 667 - Stage 1 - - - - - - 848 770 - 934 833 - Stage 2 - - - - - - 934 833 - 847 767 - Approach EB WB NB SB HCM Control Delay, s 0 0 9.8 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 754 1524 - - 1422 - - - HCM Lane V/C Ratio 0.007 - - - - - - - HCM Control Delay (s) 9.8 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 33 0 0 56 Future Vol, veh/h 12 4 37 11 17 76 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 4 40 12 18 83 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 165 46 0 0 52 0 Stage 1 46 - - - - - Stage 2 119 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 826 1023 - - 1554 - Stage 1 976 - - - - - Stage 2 906 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 816 1023 - - 1554 - Mov Cap-2 Maneuver 816 - - - - - Stage 1 976 - - - - - Stage 2 895 - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 1.3 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 859 1554 - HCM Lane V/C Ratio - - 0.02 0.012 - HCM Control Delay (s) - - 9.3 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 13 Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 33 0 0 56 Future Vol, veh/h 12 4 44 11 17 71 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 4 48 12 18 77 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 167 54 0 0 60 0 Stage 1 54 - - - - - Stage 2 113 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 823 1013 - - 1544 - Stage 1 969 - - - - - Stage 2 912 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 813 1013 - - 1544 - Mov Cap-2 Maneuver 813 - - - - - Stage 1 969 - - - - - Stage 2 901 - - - - - Approach WB NB SB HCM Control Delay, s 9.3 0 1.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 855 1544 - HCM Lane V/C Ratio - - 0.02 0.012 - HCM Control Delay (s) - - 9.3 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2029 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 14 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 31 0 0 7 0 0 Future Vol, veh/h 52 6 0 27 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 57 7 0 29 3 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 64 0 90 61 Stage 1 - - - - 61 - Stage 2 - - - - 29 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1538 - 910 1004 Stage 1 - - - - 962 - Stage 2 - - - - 994 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1538 - 910 1004 Mov Cap-2 Maneuver - - - - 910 - Stage 1 - - - - 962 - Stage 2 - - - - 994 - Approach EB WB NB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 910 - - 1538 - HCM Lane V/C Ratio 0.004 - - - - HCM Control Delay (s) 9 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 3: US-89 05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 0 34 0 94 1 420 7 8 312 1 Future Vol, veh/h 3 0 0 58 0 272 1 433 15 86 315 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 0 0 60 0 283 1 451 16 90 328 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1112 978 329 970 970 459 329 0 0 467 0 0 Stage 1 509 509 - 461 461 - - - - - - - Stage 2 603 469 - 509 509 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 186 250 712 233 253 602 1231 - - 1094 - - Stage 1 547 538 - 581 565 - - - - - - - Stage 2 486 561 - 547 538 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 91 225 712 215 227 602 1231 - - 1094 - - Mov Cap-2 Maneuver 91 225 - 215 227 - - - - - - - Stage 1 546 484 - 580 564 - - - - - - - Stage 2 257 560 - 492 484 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 46 33.1 0 1.8 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1231 - - 91 457 1094 - - HCM Lane V/C Ratio 0.001 - - 0.034 0.752 0.082 - - HCM Control Delay (s) 7.9 0 - 46 33.1 8.6 0 - HCM Lane LOS A A - E D A A - HCM 95th %tile Q(veh) 0 - - 0.1 6.3 0.3 - - HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Intersection Intersection Delay, s/veh 9 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 56 0 0 7 Future Vol, veh/h 0 82 192 0 2 7 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 121 282 0 3 10 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 7.7 9.7 7.1 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 22% Vol Right, % 0% 100% 78% Sign Control Stop Stop Stop Traffic Vol by Lane 192 82 9 LT Vol 192 0 0 Through Vol 0 0 2 RT Vol 0 82 7 Lane Flow Rate 282 121 13 Geometry Grp 1 1 1 Degree of Util (X) 0.342 0.135 0.015 Departure Headway (Hd) 4.356 4.023 4.023 Convergence, Y/N Yes Yes Yes Cap 819 896 892 Service Time 2.414 2.025 2.035 HCM Lane V/C Ratio 0.344 0.135 0.015 HCM Control Delay 9.7 7.7 7.1 HCM Lane LOS A A A HCM 95th-tile Q 1.5 0.5 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 45 1 34 7 4 27 18 375 3 3 272 8 Future Vol, veh/h 45 19 34 96 12 40 18 383 94 6 295 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 46 20 35 99 12 41 19 395 97 6 304 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 824 846 304 813 807 444 313 0 0 492 0 0 Stage 1 316 316 - 482 482 - - - - - - - Stage 2 508 530 - 331 325 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 292 299 736 297 315 614 1247 - - 1071 - - Stage 1 695 655 - 565 553 - - - - - - - Stage 2 547 527 - 682 649 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 260 293 736 264 308 614 1247 - - 1071 - - Mov Cap-2 Maneuver 260 293 - 264 308 - - - - - - - Stage 1 685 651 - 557 545 - - - - - - - Stage 2 491 519 - 626 645 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.3 26.6 0.3 0.2 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1247 - - 269 736 316 1071 - - HCM Lane V/C Ratio 0.015 - - 0.245 0.048 0.483 0.006 - - HCM Control Delay (s) 7.9 - - 22.7 10.1 26.6 8.4 - - HCM Lane LOS A - - C B D A - - HCM 95th %tile Q(veh) 0 - - 0.9 0.1 2.5 0 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 4.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 6 25 25 16 7 Future Vol, veh/h 109 6 25 37 22 97 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 151 8 35 51 31 135 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 220 99 166 0 - 0 Stage 1 99 - - - - - Stage 2 121 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 768 957 1412 - - - Stage 1 925 - - - - - Stage 2 904 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 748 957 1412 - - - Mov Cap-2 Maneuver 748 - - - - - Stage 1 901 - - - - - Stage 2 904 - - - - - Approach EB NB SB HCM Control Delay, s 11 3.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1412 - 757 - - HCM Lane V/C Ratio 0.025 - 0.211 - - HCM Control Delay (s) 7.6 0 11 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.8 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 16 128 0 0 0 Future Vol, veh/h 1 101 325 0 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 110 353 0 0 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 353 0 - 0 465 353 Stage 1 - - - - 353 - Stage 2 - - - - 112 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1206 - - - 556 691 Stage 1 - - - - 711 - Stage 2 - - - - 913 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1206 - - - 555 691 Mov Cap-2 Maneuver - - - - 555 - Stage 1 - - - - 710 - Stage 2 - - - - 913 - Approach EB WB SB HCM Control Delay, s 0.1 0 10.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1206 - - - 691 HCM Lane V/C Ratio 0.001 - - - 0.008 HCM Control Delay (s) 8 0 - - 10.3 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 16 0 0 128 0 0 Future Vol, veh/h 97 4 0 305 20 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 105 4 0 332 22 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 109 0 439 107 Stage 1 - - - - 107 - Stage 2 - - - - 332 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1481 - 575 947 Stage 1 - - - - 917 - Stage 2 - - - - 727 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1481 - 575 947 Mov Cap-2 Maneuver - - - - 575 - Stage 1 - - - - 917 - Stage 2 - - - - 727 - Approach EB WB NB HCM Control Delay, s 0 0 11.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 575 - - 1481 - HCM Lane V/C Ratio 0.038 - - - - HCM Control Delay (s) 11.5 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 16 128 0 0 0 Future Vol, veh/h 2 95 299 0 0 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 103 325 0 0 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 325 0 - 0 432 325 Stage 1 - - - - 325 - Stage 2 - - - - 107 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1235 - - - 581 716 Stage 1 - - - - 732 - Stage 2 - - - - 917 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1235 - - - 580 716 Mov Cap-2 Maneuver - - - - 580 - Stage 1 - - - - 731 - Stage 2 - - - - 917 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1235 - - - 716 HCM Lane V/C Ratio 0.002 - - - 0.009 HCM Control Delay (s) 7.9 0 - - 10.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 16 0 0 128 0 0 Future Vol, veh/h 92 3 0 284 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 100 3 0 309 16 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 103 0 411 102 Stage 1 - - - - 102 - Stage 2 - - - - 309 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1489 - 597 953 Stage 1 - - - - 922 - Stage 2 - - - - 745 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1489 - 597 953 Mov Cap-2 Maneuver - - - - 597 - Stage 1 - - - - 922 - Stage 2 - - - - 745 - Approach EB WB NB HCM Control Delay, s 0 0 11.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 597 - - 1489 - HCM Lane V/C Ratio 0.027 - - - - HCM Control Delay (s) 11.2 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 0 0 38 0 0 0 0 0 0 0 Future Vol, veh/h 2 115 2 0 134 0 6 0 0 0 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 125 2 0 146 0 7 0 0 0 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 146 0 0 127 0 0 281 276 126 276 277 146 Stage 1 - - - - - - 130 130 - 146 146 - Stage 2 - - - - - - 151 146 - 130 131 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1436 - - 1459 - - 671 632 924 676 631 901 Stage 1 - - - - - - 874 789 - 857 776 - Stage 2 - - - - - - 851 776 - 874 788 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1436 - - 1459 - - 664 631 924 675 630 901 Mov Cap-2 Maneuver - - - - - - 664 631 - 675 630 - Stage 1 - - - - - - 873 788 - 856 776 - Stage 2 - - - - - - 843 776 - 873 787 - Approach EB WB NB SB HCM Control Delay, s 0.1 0 10.5 9 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 664 1436 - - 1459 - - 901 HCM Lane V/C Ratio 0.01 0.002 - - - - - 0.01 HCM Control Delay (s) 10.5 7.5 0 - 0 - - 9 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 16 0 0 128 0 0 0 0 0 0 0 Future Vol, veh/h 0 90 2 0 275 0 9 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 98 2 0 299 0 10 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 299 0 0 100 0 0 398 398 99 398 399 299 Stage 1 - - - - - - 99 99 - 299 299 - Stage 2 - - - - - - 299 299 - 99 100 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1262 - - 1493 - - 562 540 957 562 539 741 Stage 1 - - - - - - 907 813 - 710 666 - Stage 2 - - - - - - 710 666 - 907 812 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1262 - - 1493 - - 562 540 957 562 539 741 Mov Cap-2 Maneuver - - - - - - 562 540 - 562 539 - Stage 1 - - - - - - 907 813 - 710 666 - Stage 2 - - - - - - 710 666 - 907 812 - Approach EB WB NB SB HCM Control Delay, s 0 0 11.5 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 562 1262 - - 1493 - - - HCM Lane V/C Ratio 0.017 - - - - - - - HCM Control Delay (s) 11.5 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 16 0 0 63 0 0 0 0 0 0 0 Future Vol, veh/h 0 88 2 0 199 0 11 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 96 2 0 216 0 12 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 216 0 0 98 0 0 313 313 97 313 314 216 Stage 1 - - - - - - 97 97 - 216 216 - Stage 2 - - - - - - 216 216 - 97 98 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1354 - - 1495 - - 640 602 959 640 601 824 Stage 1 - - - - - - 910 815 - 786 724 - Stage 2 - - - - - - 786 724 - 910 814 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1354 - - 1495 - - 640 602 959 640 601 824 Mov Cap-2 Maneuver - - - - - - 640 602 - 640 601 - Stage 1 - - - - - - 910 815 - 786 724 - Stage 2 - - - - - - 786 724 - 910 814 - Approach EB WB NB SB HCM Control Delay, s 0 0 10.7 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 640 1354 - - 1495 - - - HCM Lane V/C Ratio 0.019 - - - - - - - HCM Control Delay (s) 10.7 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 4.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 28 0 0 10 Future Vol, veh/h 48 68 96 59 37 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 52 74 104 64 40 51 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 267 136 0 0 168 0 Stage 1 136 - - - - - Stage 2 131 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 722 913 - - 1410 - Stage 1 890 - - - - - Stage 2 895 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 701 913 - - 1410 - Mov Cap-2 Maneuver 701 - - - - - Stage 1 890 - - - - - Stage 2 869 - - - - - Approach WB NB SB HCM Control Delay, s 10.3 0 3.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 811 1410 - HCM Lane V/C Ratio - - 0.155 0.029 - HCM Control Delay (s) - - 10.3 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.5 0.1 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 13 Intersection Int Delay, s/veh 4.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 28 0 0 10 Future Vol, veh/h 48 68 87 59 37 58 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 52 74 95 64 40 63 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 270 127 0 0 159 0 Stage 1 127 - - - - - Stage 2 143 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 719 923 - - 1420 - Stage 1 899 - - - - - Stage 2 884 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 698 923 - - 1420 - Mov Cap-2 Maneuver 698 - - - - - Stage 1 899 - - - - - Stage 2 858 - - - - - Approach WB NB SB HCM Control Delay, s 10.2 0 3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 814 1420 - HCM Lane V/C Ratio - - 0.155 0.028 - HCM Control Delay (s) - - 10.2 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.5 0.1 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 14 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 7 0 0 38 0 0 Future Vol, veh/h 113 2 0 128 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 123 2 0 139 7 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 125 0 263 124 Stage 1 - - - - 124 - Stage 2 - - - - 139 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1462 - 726 927 Stage 1 - - - - 902 - Stage 2 - - - - 888 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1462 - 726 927 Mov Cap-2 Maneuver - - - - 726 - Stage 1 - - - - 902 - Stage 2 - - - - 888 - Approach EB WB NB HCM Control Delay, s 0 0 10 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 726 - - 1462 - HCM Lane V/C Ratio 0.009 - - - - HCM Control Delay (s) 10 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC 3: US-89 05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 36.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 38 0 24 0 189 23 97 443 3 Future Vol, veh/h 0 0 1 74 0 89 0 192 50 299 457 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 1 86 0 103 0 223 58 348 531 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1533 1510 533 1481 1482 252 534 0 0 281 0 0 Stage 1 1229 1229 - 252 252 - - - - - - - Stage 2 304 281 - 1229 1230 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 95 120 547 103 125 787 1034 - - 1282 - - Stage 1 218 250 - 752 698 - - - - - - - Stage 2 705 678 - 218 250 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 58 74 547 ~ 72 77 787 1034 - - 1282 - - Mov Cap-2 Maneuver 58 74 - ~ 72 77 - - - - - - - Stage 1 218 154 - 752 698 - - - - - - - Stage 2 612 678 - 134 154 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.6 246.1 0 3.5 HCM LOS B F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1034 - - 547 143 1282 - - HCM Lane V/C Ratio - - - 0.002 1.325 0.271 - - HCM Control Delay (s) 0 - - 11.6 246.1 8.8 0 - HCM Lane LOS A - - B F A A - HCM 95th %tile Q(veh) 0 - - 0 11.8 1.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Intersection Intersection Delay, s/veh 8.4 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 82 31 0 1 3 Future Vol, veh/h 10 244 86 4 3 3 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 313 110 5 4 4 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 8.4 8.6 7.5 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 96% 4% 0% Vol Thru, % 4% 0% 50% Vol Right, % 0% 96% 50% Sign Control Stop Stop Stop Traffic Vol by Lane 90 254 6 LT Vol 86 10 0 Through Vol 4 0 3 RT Vol 0 244 3 Lane Flow Rate 115 326 8 Geometry Grp 1 1 1 Degree of Util (X) 0.151 0.324 0.009 Departure Headway (Hd) 4.703 3.579 4.418 Convergence, Y/N Yes Yes Yes Cap 756 983 815 Service Time 2.774 1.676 2.418 HCM Lane V/C Ratio 0.152 0.332 0.01 HCM Control Delay 8.6 8.4 7.5 HCM Lane LOS A A A HCM 95th-tile Q 0.5 1.4 0 HCM 6th TWSC 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 10.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 6 45 0 1 6 42 220 6 25 429 31 Future Vol, veh/h 16 23 45 123 19 9 42 242 85 39 461 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Yield - - None - - None - - None Storage Length - - 420 - - - 140 - - 275 - 725 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 24 46 127 20 9 43 249 88 40 475 36 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 949 978 475 964 970 293 511 0 0 337 0 0 Stage 1 555 555 - 379 379 - - - - - - - Stage 2 394 423 - 585 591 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 240 250 590 235 253 746 1054 - - 1222 - - Stage 1 516 513 - 643 615 - - - - - - - Stage 2 631 588 - 497 494 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 210 232 590 189 235 746 1054 - - 1222 - - Mov Cap-2 Maneuver 210 232 - 189 235 - - - - - - - Stage 1 495 496 - 617 590 - - - - - - - Stage 2 578 564 - 422 478 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.7 64.5 1 0.6 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1054 - - 222 590 203 1222 - - HCM Lane V/C Ratio 0.041 - - 0.181 0.079 0.767 0.033 - - HCM Control Delay (s) 8.6 - - 24.8 11.6 64.5 8 - - HCM Lane LOS A - - C B F A - - HCM 95th %tile Q(veh) 0.1 - - 0.6 0.3 5.2 0.1 - - HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 20 6 35 66 3 Future Vol, veh/h 92 21 6 48 94 137 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 101 23 7 53 103 151 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 246 179 254 0 - 0 Stage 1 179 - - - - - Stage 2 67 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 742 864 1311 - - - Stage 1 852 - - - - - Stage 2 956 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 738 864 1311 - - - Mov Cap-2 Maneuver 738 - - - - - Stage 1 847 - - - - - Stage 2 956 - - - - - Approach EB NB SB HCM Control Delay, s 10.7 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1311 - 759 - - HCM Lane V/C Ratio 0.005 - 0.164 - - HCM Control Delay (s) 7.8 0 10.7 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.6 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 120 72 0 0 0 Future Vol, veh/h 4 345 170 0 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 375 185 0 0 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 185 0 - 0 568 185 Stage 1 - - - - 185 - Stage 2 - - - - 383 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1390 - - - 484 857 Stage 1 - - - - 847 - Stage 2 - - - - 689 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1390 - - - 482 857 Mov Cap-2 Maneuver - - - - 482 - Stage 1 - - - - 844 - Stage 2 - - - - 689 - Approach EB WB SB HCM Control Delay, s 0.1 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1390 - - - 857 HCM Lane V/C Ratio 0.003 - - - 0.004 HCM Control Delay (s) 7.6 0 - - 9.2 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 120 0 0 72 0 0 Future Vol, veh/h 329 16 0 162 8 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 358 17 0 176 9 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 375 0 543 367 Stage 1 - - - - 367 - Stage 2 - - - - 176 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1183 - 501 678 Stage 1 - - - - 701 - Stage 2 - - - - 855 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1183 - 501 678 Mov Cap-2 Maneuver - - - - 501 - Stage 1 - - - - 701 - Stage 2 - - - - 855 - Approach EB WB NB HCM Control Delay, s 0 0 11.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 529 - - 1183 - HCM Lane V/C Ratio 0.021 - - - - HCM Control Delay (s) 11.9 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 120 72 0 0 0 Future Vol, veh/h 13 318 153 1 1 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 346 166 1 1 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 167 0 - 0 541 167 Stage 1 - - - - 167 - Stage 2 - - - - 374 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1411 - - - 502 877 Stage 1 - - - - 863 - Stage 2 - - - - 696 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1411 - - - 496 877 Mov Cap-2 Maneuver - - - - 496 - Stage 1 - - - - 853 - Stage 2 - - - - 696 - Approach EB WB SB HCM Control Delay, s 0.3 0 9.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1411 - - - 814 HCM Lane V/C Ratio 0.01 - - - 0.013 HCM Control Delay (s) 7.6 0 - - 9.5 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 120 0 0 72 0 0 Future Vol, veh/h 303 16 1 143 11 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 329 17 1 155 12 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 346 0 495 338 Stage 1 - - - - 338 - Stage 2 - - - - 157 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1213 - 534 704 Stage 1 - - - - 722 - Stage 2 - - - - 871 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1213 - 533 704 Mov Cap-2 Maneuver - - - - 533 - Stage 1 - - - - 722 - Stage 2 - - - - 870 - Approach EB WB NB HCM Control Delay, s 0 0.1 11.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 544 - - 1213 - HCM Lane V/C Ratio 0.024 - - 0.001 - HCM Control Delay (s) 11.8 - - 8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 37 0 0 8 0 0 0 0 0 0 0 Future Vol, veh/h 10 131 6 0 145 0 3 0 0 1 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 142 7 0 158 0 3 0 0 1 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 158 0 0 149 0 0 328 326 146 326 329 158 Stage 1 - - - - - - 168 168 - 158 158 - Stage 2 - - - - - - 160 158 - 168 171 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1422 - - 1432 - - 625 592 901 627 590 887 Stage 1 - - - - - - 834 759 - 844 767 - Stage 2 - - - - - - 842 767 - 834 757 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1422 - - 1432 - - 618 587 901 623 585 887 Mov Cap-2 Maneuver - - - - - - 618 587 - 623 585 - Stage 1 - - - - - - 827 753 - 837 767 - Stage 2 - - - - - - 838 767 - 827 751 - Approach EB WB NB SB HCM Control Delay, s 0.5 0 10.9 9.4 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 618 1422 - - 1432 - - 818 HCM Lane V/C Ratio 0.005 0.008 - - - - - 0.007 HCM Control Delay (s) 10.9 7.6 0 - 0 - - 9.4 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 120 0 0 72 0 0 0 0 0 0 0 Future Vol, veh/h 0 293 11 0 136 0 8 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 318 12 0 148 0 9 0 1 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 148 0 0 330 0 0 472 472 324 473 478 148 Stage 1 - - - - - - 324 324 - 148 148 - Stage 2 - - - - - - 148 148 - 325 330 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1434 - - 1229 - - 502 490 717 501 486 899 Stage 1 - - - - - - 688 650 - 855 775 - Stage 2 - - - - - - 855 775 - 687 646 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1434 - - 1229 - - 502 490 717 500 486 899 Mov Cap-2 Maneuver - - - - - - 502 490 - 500 486 - Stage 1 - - - - - - 688 650 - 855 775 - Stage 2 - - - - - - 855 775 - 686 646 - Approach EB WB NB SB HCM Control Delay, s 0 0 12.1 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 519 1434 - - 1229 - - - HCM Lane V/C Ratio 0.019 - - - - - - - HCM Control Delay (s) 12.1 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 120 0 0 72 0 0 0 0 0 0 0 Future Vol, veh/h 0 281 13 1 126 0 10 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 305 14 1 137 0 11 0 1 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 137 0 0 319 0 0 451 451 312 452 458 137 Stage 1 - - - - - - 312 312 - 139 139 - Stage 2 - - - - - - 139 139 - 313 319 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1447 - - 1241 - - 519 504 728 518 499 911 Stage 1 - - - - - - 699 658 - 864 782 - Stage 2 - - - - - - 864 782 - 698 653 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1447 - - 1241 - - 518 503 728 517 499 911 Mov Cap-2 Maneuver - - - - - - 518 503 - 517 499 - Stage 1 - - - - - - 699 658 - 864 781 - Stage 2 - - - - - - 863 781 - 697 653 - Approach EB WB NB SB HCM Control Delay, s 0 0.1 11.9 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 532 1447 - - 1241 - - - HCM Lane V/C Ratio 0.022 - - - 0.001 - - - HCM Control Delay (s) 11.9 0 - - 7.9 0 - 0 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 4.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 39 0 0 66 Future Vol, veh/h 78 28 70 49 79 151 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 85 30 76 53 86 164 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 439 103 0 0 129 0 Stage 1 103 - - - - - Stage 2 336 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 575 952 - - 1457 - Stage 1 921 - - - - - Stage 2 724 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 538 952 - - 1457 - Mov Cap-2 Maneuver 538 - - - - - Stage 1 921 - - - - - Stage 2 677 - - - - - Approach WB NB SB HCM Control Delay, s 12.3 0 2.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 608 1457 - HCM Lane V/C Ratio - - 0.19 0.059 - HCM Control Delay (s) - - 12.3 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.7 0.2 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 13 Intersection Int Delay, s/veh 4.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 39 0 0 66 Future Vol, veh/h 78 28 91 49 79 150 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 85 30 99 53 86 163 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 461 126 0 0 152 0 Stage 1 126 - - - - - Stage 2 335 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 559 924 - - 1429 - Stage 1 900 - - - - - Stage 2 725 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 522 924 - - 1429 - Mov Cap-2 Maneuver 522 - - - - - Stage 1 900 - - - - - Stage 2 677 - - - - - Approach WB NB SB HCM Control Delay, s 12.6 0 2.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 590 1429 - HCM Lane V/C Ratio - - 0.195 0.06 - HCM Control Delay (s) - - 12.6 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.7 0.2 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 14 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 37 0 0 8 0 0 Future Vol, veh/h 126 6 0 142 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 137 7 0 154 3 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 144 0 295 141 Stage 1 - - - - 141 - Stage 2 - - - - 154 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1438 - 696 907 Stage 1 - - - - 886 - Stage 2 - - - - 874 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1438 - 696 907 Mov Cap-2 Maneuver - - - - 696 - Stage 1 - - - - 886 - Stage 2 - - - - 874 - Approach EB WB NB HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 696 - - 1438 - HCM Lane V/C Ratio 0.005 - - - - HCM Control Delay (s) 10.2 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - Lanes, Volumes, Timings 3: US-89 05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 0 0 34 0 94 1 420 7 8 312 1 Future Volume (vph) 3 0 0 58 0 272 1 433 15 86 315 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 11 11 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.995 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 1770 0 1770 1583 0 0 1853 0 1770 1801 0 Flt Permitted 0.586 0.756 0.999 0.533 Satd. Flow (perm) 0 1092 0 1408 1583 0 0 1852 0 993 1801 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 251 5 Link Speed (mph) 30 45 65 65 Link Distance (ft) 483 755 5287 1101 Travel Time (s) 11.0 11.4 55.5 11.5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 3 0 0 60 0 283 1 451 16 90 328 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 60 283 0 0 468 0 90 329 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Lanes, Volumes, Timings 3: US-89 05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 7.7 7.7 7.7 14.9 14.9 14.9 Actuated g/C Ratio 0.24 0.24 0.24 0.47 0.47 0.47 v/c Ratio 0.01 0.18 0.50 0.54 0.19 0.39 Control Delay 9.0 10.6 5.9 9.3 7.0 7.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.0 10.6 5.9 9.3 7.0 7.8 LOS A B A A A A Approach Delay 9.0 6.7 9.3 7.6 Approach LOS A A A A 90th %ile Green (s) 12.4 12.4 12.4 12.4 18.0 18.0 18.0 18.0 90th %ile Term Code Hold Hold Gap Gap Max Max Hold Hold 70th %ile Green (s) 8.1 8.1 8.1 8.1 14.1 14.1 14.1 14.1 70th %ile Term Code Hold Hold Gap Gap Gap Gap Hold Hold 50th %ile Green (s) 6.6 6.6 6.6 6.6 11.6 11.6 11.6 11.6 50th %ile Term Code Hold Hold Gap Gap Gap Gap Hold Hold 30th %ile Green (s) 5.9 5.9 5.9 5.9 9.7 9.7 9.7 9.7 30th %ile Term Code Hold Hold Gap Gap Gap Gap Hold Hold 10th %ile Green (s) 5.5 5.5 5.5 5.5 22.7 22.7 22.7 22.7 10th %ile Term Code Hold Hold Gap Gap Dwell Dwell Dwell Dwell Stops (vph) 5 43 58 278 48 181 Fuel Used(gal) 0 1 2 24 2 8 CO Emissions (g/hr) 3 66 166 1684 140 527 NOx Emissions (g/hr) 1 13 32 328 27 103 VOC Emissions (g/hr) 1 15 39 390 33 122 Dilemma Vehicles (#) 0 0 34 67 0 45 Queue Length 50th (ft) 0 6 3 41 7 27 Queue Length 95th (ft) 4 27 41 126 29 85 Internal Link Dist (ft) 403 675 5207 1021 Turn Bay Length (ft) Base Capacity (vph) 635 819 1026 1127 603 1093 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Lanes, Volumes, Timings 3: US-89 05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Reduced v/c Ratio 0.00 0.07 0.28 0.42 0.15 0.30 Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 31.9 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 8.0 Intersection LOS: A Intersection Capacity Utilization 36.6% ICU Level of Service A Analysis Period (min) 15 90th %ile Actuated Cycle: 39.4 70th %ile Actuated Cycle: 31.2 50th %ile Actuated Cycle: 27.2 30th %ile Actuated Cycle: 24.6 10th %ile Actuated Cycle: 37.2 Splits and Phases: 3: US-89 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 45 1 34 7 4 27 18 375 3 3 272 8 Future Volume (vph) 45 19 34 96 12 40 18 383 94 6 295 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 420 0 0 140 0 275 725 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.964 0.970 0.850 Flt Protected 0.966 0.968 0.950 0.950 Satd. Flow (prot) 0 1799 1583 0 1738 0 1770 1807 0 1770 1863 1583 Flt Permitted 0.785 0.763 0.575 0.444 Satd. Flow (perm) 0 1462 1583 0 1370 0 1071 1807 0 827 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 36 41 33 36 Link Speed (mph) 55 35 65 65 Link Distance (ft) 628 1914 575 5287 Travel Time (s) 7.8 37.3 6.0 55.5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 46 20 35 99 12 41 19 395 97 6 304 9 Shared Lane Traffic (%) Lane Group Flow (vph) 0 66 35 0 152 0 19 492 0 6 304 9 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 2 1 2 1 Detector Template Left Thru Right Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 100 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 6 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 4 8 8 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.2 8.2 8.2 18.8 18.8 18.8 18.8 18.8 Actuated g/C Ratio 0.25 0.25 0.25 0.58 0.58 0.58 0.58 0.58 v/c Ratio 0.18 0.08 0.40 0.03 0.47 0.01 0.28 0.01 Control Delay 11.0 4.9 11.6 5.7 7.9 5.5 6.7 0.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.0 4.9 11.6 5.7 7.9 5.5 6.7 0.7 LOS B A B A A A A A Approach Delay 8.9 11.6 7.8 6.5 Approach LOS A B A A 90th %ile Green (s) 12.0 12.0 12.0 12.0 12.0 18.0 18.0 18.0 18.0 18.0 90th %ile Term Code Hold Hold Hold Gap Gap Max Max Hold Hold Hold 70th %ile Green (s) 9.6 9.6 9.6 9.6 9.6 16.3 16.3 16.3 16.3 16.3 70th %ile Term Code Hold Hold Hold Gap Gap Gap Gap Hold Hold Hold 50th %ile Green (s) 7.8 7.8 7.8 7.8 7.8 12.3 12.3 12.3 12.3 12.3 50th %ile Term Code Hold Hold Hold Gap Gap Gap Gap Hold Hold Hold 30th %ile Green (s) 6.7 6.7 6.7 6.7 6.7 18.1 18.1 18.1 18.1 18.1 30th %ile Term Code Hold Hold Hold Gap Gap Dwell Dwell Dwell Dwell Dwell 10th %ile Green (s) 0.0 0.0 0.0 0.0 0.0 21.5 21.5 21.5 21.5 21.5 10th %ile Term Code Skip Skip Skip Skip Skip Dwell Dwell Dwell Dwell Dwell Stops (vph) 48 13 86 12 275 6 158 1 Fuel Used(gal) 1 0 3 1 25 0 15 0 CO Emissions (g/hr) 90 29 211 68 1745 26 1050 24 NOx Emissions (g/hr) 18 6 41 13 340 5 204 5 VOC Emissions (g/hr) 21 7 49 16 404 6 243 6 Dilemma Vehicles (#) 8 0 15 0 60 0 37 0 Queue Length 50th (ft) 7 0 13 1 46 0 27 0 Queue Length 95th (ft) 29 12 49 9 127 4 75 2 Internal Link Dist (ft) 548 1834 495 5207 Turn Bay Length (ft) 420 140 275 725 Base Capacity (vph) 824 908 790 670 1143 517 1166 1004 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.04 0.19 0.03 0.43 0.01 0.26 0.01 Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 32.6 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 8.0 Intersection LOS: A Intersection Capacity Utilization 36.6% ICU Level of Service A Analysis Period (min) 15 90th %ile Actuated Cycle: 39 70th %ile Actuated Cycle: 34.9 50th %ile Actuated Cycle: 29.1 30th %ile Actuated Cycle: 33.8 10th %ile Actuated Cycle: 26 Splits and Phases: 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd) HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 9 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 56 0 0 7 Future Vol, veh/h 0 82 192 0 2 7 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 121 282 0 3 10 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 7.7 9.7 7.1 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 22% Vol Right, % 0% 100% 78% Sign Control Stop Stop Stop Traffic Vol by Lane 192 82 9 LT Vol 192 0 0 Through Vol 0 0 2 RT Vol 0 82 7 Lane Flow Rate 282 121 13 Geometry Grp 1 1 1 Degree of Util (X) 0.342 0.135 0.015 Departure Headway (Hd) 4.356 4.023 4.023 Convergence, Y/N Yes Yes Yes Cap 819 896 892 Service Time 2.414 2.025 2.035 HCM Lane V/C Ratio 0.344 0.135 0.015 HCM Control Delay 9.7 7.7 7.1 HCM Lane LOS A A A HCM 95th-tile Q 1.5 0.5 0 HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 4.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 6 25 25 16 7 Future Vol, veh/h 109 6 25 37 22 97 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 151 8 35 51 31 135 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 220 99 166 0 - 0 Stage 1 99 - - - - - Stage 2 121 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 768 957 1412 - - - Stage 1 925 - - - - - Stage 2 904 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 748 957 1412 - - - Mov Cap-2 Maneuver 748 - - - - - Stage 1 901 - - - - - Stage 2 904 - - - - - Approach EB NB SB HCM Control Delay, s 11 3.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1412 - 757 - - HCM Lane V/C Ratio 0.025 - 0.211 - - HCM Control Delay (s) 7.6 0 11 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.8 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 16 128 0 0 0 Future Vol, veh/h 1 101 325 0 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 110 353 0 0 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 353 0 - 0 465 353 Stage 1 - - - - 353 - Stage 2 - - - - 112 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1206 - - - 556 691 Stage 1 - - - - 711 - Stage 2 - - - - 913 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1206 - - - 555 691 Mov Cap-2 Maneuver - - - - 555 - Stage 1 - - - - 710 - Stage 2 - - - - 913 - Approach EB WB SB HCM Control Delay, s 0.1 0 10.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1206 - - - 691 HCM Lane V/C Ratio 0.001 - - - 0.008 HCM Control Delay (s) 8 0 - - 10.3 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 16 0 0 128 0 0 Future Vol, veh/h 97 4 0 305 20 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 105 4 0 332 22 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 109 0 439 107 Stage 1 - - - - 107 - Stage 2 - - - - 332 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1481 - 575 947 Stage 1 - - - - 917 - Stage 2 - - - - 727 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1481 - 575 947 Mov Cap-2 Maneuver - - - - 575 - Stage 1 - - - - 917 - Stage 2 - - - - 727 - Approach EB WB NB HCM Control Delay, s 0 0 11.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 575 - - 1481 - HCM Lane V/C Ratio 0.038 - - - - HCM Control Delay (s) 11.5 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 16 128 0 0 0 Future Vol, veh/h 2 95 299 0 0 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 103 325 0 0 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 325 0 - 0 432 325 Stage 1 - - - - 325 - Stage 2 - - - - 107 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1235 - - - 581 716 Stage 1 - - - - 732 - Stage 2 - - - - 917 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1235 - - - 580 716 Mov Cap-2 Maneuver - - - - 580 - Stage 1 - - - - 731 - Stage 2 - - - - 917 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1235 - - - 716 HCM Lane V/C Ratio 0.002 - - - 0.009 HCM Control Delay (s) 7.9 0 - - 10.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 16 0 0 128 0 0 Future Vol, veh/h 92 3 0 284 15 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 100 3 0 309 16 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 103 0 411 102 Stage 1 - - - - 102 - Stage 2 - - - - 309 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1489 - 597 953 Stage 1 - - - - 922 - Stage 2 - - - - 745 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1489 - 597 953 Mov Cap-2 Maneuver - - - - 597 - Stage 1 - - - - 922 - Stage 2 - - - - 745 - Approach EB WB NB HCM Control Delay, s 0 0 11.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 597 - - 1489 - HCM Lane V/C Ratio 0.027 - - - - HCM Control Delay (s) 11.2 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 0 0 38 0 0 0 0 0 0 0 Future Vol, veh/h 2 115 2 0 134 0 6 0 0 0 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 125 2 0 146 0 7 0 0 0 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 146 0 0 127 0 0 281 276 126 276 277 146 Stage 1 - - - - - - 130 130 - 146 146 - Stage 2 - - - - - - 151 146 - 130 131 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1436 - - 1459 - - 671 632 924 676 631 901 Stage 1 - - - - - - 874 789 - 857 776 - Stage 2 - - - - - - 851 776 - 874 788 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1436 - - 1459 - - 664 631 924 675 630 901 Mov Cap-2 Maneuver - - - - - - 664 631 - 675 630 - Stage 1 - - - - - - 873 788 - 856 776 - Stage 2 - - - - - - 843 776 - 873 787 - Approach EB WB NB SB HCM Control Delay, s 0.1 0 10.5 9 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 664 1436 - - 1459 - - 901 HCM Lane V/C Ratio 0.01 0.002 - - - - - 0.01 HCM Control Delay (s) 10.5 7.5 0 - 0 - - 9 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 16 0 0 128 0 0 0 0 0 0 0 Future Vol, veh/h 0 90 2 0 275 0 9 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 98 2 0 299 0 10 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 299 0 0 100 0 0 398 398 99 398 399 299 Stage 1 - - - - - - 99 99 - 299 299 - Stage 2 - - - - - - 299 299 - 99 100 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1262 - - 1493 - - 562 540 957 562 539 741 Stage 1 - - - - - - 907 813 - 710 666 - Stage 2 - - - - - - 710 666 - 907 812 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1262 - - 1493 - - 562 540 957 562 539 741 Mov Cap-2 Maneuver - - - - - - 562 540 - 562 539 - Stage 1 - - - - - - 907 813 - 710 666 - Stage 2 - - - - - - 710 666 - 907 812 - Approach EB WB NB SB HCM Control Delay, s 0 0 11.5 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 562 1262 - - 1493 - - - HCM Lane V/C Ratio 0.017 - - - - - - - HCM Control Delay (s) 11.5 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 16 0 0 63 0 0 0 0 0 0 0 Future Vol, veh/h 0 88 2 0 199 0 11 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 96 2 0 216 0 12 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 216 0 0 98 0 0 313 313 97 313 314 216 Stage 1 - - - - - - 97 97 - 216 216 - Stage 2 - - - - - - 216 216 - 97 98 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1354 - - 1495 - - 640 602 959 640 601 824 Stage 1 - - - - - - 910 815 - 786 724 - Stage 2 - - - - - - 786 724 - 910 814 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1354 - - 1495 - - 640 602 959 640 601 824 Mov Cap-2 Maneuver - - - - - - 640 602 - 640 601 - Stage 1 - - - - - - 910 815 - 786 724 - Stage 2 - - - - - - 786 724 - 910 814 - Approach EB WB NB SB HCM Control Delay, s 0 0 10.7 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 640 1354 - - 1495 - - - HCM Lane V/C Ratio 0.019 - - - - - - - HCM Control Delay (s) 10.7 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 4.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 28 0 0 10 Future Vol, veh/h 48 68 96 59 37 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 52 74 104 64 40 51 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 267 136 0 0 168 0 Stage 1 136 - - - - - Stage 2 131 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 722 913 - - 1410 - Stage 1 890 - - - - - Stage 2 895 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 701 913 - - 1410 - Mov Cap-2 Maneuver 701 - - - - - Stage 1 890 - - - - - Stage 2 869 - - - - - Approach WB NB SB HCM Control Delay, s 10.3 0 3.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 811 1410 - HCM Lane V/C Ratio - - 0.155 0.029 - HCM Control Delay (s) - - 10.3 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.5 0.1 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 4.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 28 0 0 10 Future Vol, veh/h 48 68 87 59 37 58 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 52 74 95 64 40 63 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 270 127 0 0 159 0 Stage 1 127 - - - - - Stage 2 143 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 719 923 - - 1420 - Stage 1 899 - - - - - Stage 2 884 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 698 923 - - 1420 - Mov Cap-2 Maneuver 698 - - - - - Stage 1 899 - - - - - Stage 2 858 - - - - - Approach WB NB SB HCM Control Delay, s 10.2 0 3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 814 1420 - HCM Lane V/C Ratio - - 0.155 0.028 - HCM Control Delay (s) - - 10.2 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.5 0.1 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project AM 12:10 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 7 0 0 38 0 0 Future Vol, veh/h 113 2 0 128 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 123 2 0 139 7 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 125 0 263 124 Stage 1 - - - - 124 - Stage 2 - - - - 139 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1462 - 726 927 Stage 1 - - - - 902 - Stage 2 - - - - 888 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1462 - 726 927 Mov Cap-2 Maneuver - - - - 726 - Stage 1 - - - - 902 - Stage 2 - - - - 888 - Approach EB WB NB HCM Control Delay, s 0 0 10 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 726 - - 1462 - HCM Lane V/C Ratio 0.009 - - - - HCM Control Delay (s) 10 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - Lanes, Volumes, Timings 3: US-89 05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 1 38 0 24 0 189 23 97 443 3 Future Volume (vph) 0 0 1 74 0 89 0 192 50 299 457 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 11 11 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 0.850 0.972 0.999 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 1611 0 1770 1583 0 0 1811 0 1770 1799 0 Flt Permitted 0.757 0.587 Satd. Flow (perm) 0 1611 0 1410 1583 0 0 1811 0 1093 1799 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 310 648 35 1 Link Speed (mph) 30 45 65 65 Link Distance (ft) 483 755 5287 1101 Travel Time (s) 11.0 11.4 55.5 11.5 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 0 0 1 86 0 103 0 223 58 348 531 3 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1 0 86 103 0 0 281 0 348 534 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type NA Perm NA NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Lanes, Volumes, Timings 3: US-89 05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.6 22.6 22.6 22.6 37.4 37.4 37.4 37.4 Total Split (%) 37.7% 37.7% 37.7% 37.7% 62.3% 62.3% 62.3% 62.3% Maximum Green (s) 18.1 18.1 18.1 18.1 32.9 32.9 32.9 32.9 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.6 8.6 8.6 38.9 38.9 38.9 Actuated g/C Ratio 0.16 0.16 0.16 0.73 0.73 0.73 v/c Ratio 0.00 0.38 0.13 0.21 0.44 0.41 Control Delay 0.0 24.1 0.3 3.8 7.0 5.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 0.0 24.1 0.3 3.8 7.0 5.6 LOS A C A A A A Approach Delay 11.1 3.8 6.1 Approach LOS B A A 90th %ile Green (s) 11.9 11.9 11.9 11.9 32.9 32.9 32.9 32.9 90th %ile Term Code Hold Hold Gap Gap MaxR MaxR MaxR MaxR 70th %ile Green (s) 9.7 9.7 9.7 9.7 32.9 32.9 32.9 32.9 70th %ile Term Code Hold Hold Gap Gap MaxR MaxR MaxR MaxR 50th %ile Green (s) 8.4 8.4 8.4 8.4 33.5 33.5 33.5 33.5 50th %ile Term Code Hold Hold Gap Gap Dwell Dwell Dwell Dwell 30th %ile Green (s) 7.4 7.4 7.4 7.4 43.0 43.0 43.0 43.0 30th %ile Term Code Hold Hold Gap Gap Dwell Dwell Dwell Dwell 10th %ile Green (s) 0.0 0.0 0.0 0.0 47.9 47.9 47.9 47.9 10th %ile Term Code Skip Skip Skip Skip Dwell Dwell Dwell Dwell Stops (vph) 0 63 0 74 138 189 Fuel Used(gal) 0 2 0 11 6 9 CO Emissions (g/hr) 0 105 31 751 435 618 NOx Emissions (g/hr) 0 21 6 146 85 120 VOC Emissions (g/hr) 0 24 7 174 101 143 Dilemma Vehicles (#) 0 0 7 21 0 38 Queue Length 50th (ft) 0 23 0 22 41 60 Queue Length 95th (ft) 0 52 0 53 101 126 Internal Link Dist (ft) 403 675 5207 1021 Turn Bay Length (ft) Base Capacity (vph) 750 477 964 1324 793 1306 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Lanes, Volumes, Timings 3: US-89 05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Reduced v/c Ratio 0.00 0.18 0.11 0.21 0.44 0.41 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 53.6 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 6.4 Intersection LOS: A Intersection Capacity Utilization 54.9% ICU Level of Service A Analysis Period (min) 15 90th %ile Actuated Cycle: 53.8 70th %ile Actuated Cycle: 51.6 50th %ile Actuated Cycle: 50.9 30th %ile Actuated Cycle: 59.4 10th %ile Actuated Cycle: 52.4 Splits and Phases: 3: US-89 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 6 45 0 1 6 42 220 6 25 429 31 Future Volume (vph) 16 23 45 123 19 9 42 242 85 39 461 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 420 0 0 140 0 275 725 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.992 0.961 0.850 Flt Protected 0.980 0.961 0.950 0.950 Satd. Flow (prot) 0 1825 1583 0 1776 0 1770 1790 0 1770 1863 1583 Flt Permitted 0.857 0.961 0.462 0.558 Satd. Flow (perm) 0 1596 1583 0 1776 0 861 1790 0 1039 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 46 8 47 36 Link Speed (mph) 55 35 65 65 Link Distance (ft) 628 1914 575 5287 Travel Time (s) 7.8 37.3 6.0 55.5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 16 24 46 127 20 9 43 249 88 40 475 36 Shared Lane Traffic (%) Lane Group Flow (vph) 0 40 46 0 156 0 43 337 0 40 475 36 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 2 1 2 1 Detector Template Left Thru Right Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 100 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 6 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 4 8 8 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Max Max Max Max Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.4 8.4 8.4 23.3 23.3 23.3 23.3 23.3 Actuated g/C Ratio 0.22 0.22 0.22 0.62 0.62 0.62 0.62 0.62 v/c Ratio 0.11 0.12 0.39 0.08 0.30 0.06 0.41 0.04 Control Delay 11.2 5.0 14.1 5.7 5.6 5.5 7.3 2.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.2 5.0 14.1 5.7 5.6 5.5 7.3 2.6 LOS B A B A A A A A Approach Delay 7.9 14.1 5.6 6.8 Approach LOS A B A A 90th %ile Green (s) 11.3 11.3 11.3 11.3 11.3 18.0 18.0 18.0 18.0 18.0 90th %ile Term Code Hold Hold Hold Gap Gap MaxR MaxR MaxR MaxR MaxR 70th %ile Green (s) 9.4 9.4 9.4 9.4 9.4 18.0 18.0 18.0 18.0 18.0 70th %ile Term Code Hold Hold Hold Gap Gap MaxR MaxR MaxR MaxR MaxR 50th %ile Green (s) 8.1 8.1 8.1 8.1 8.1 18.0 18.0 18.0 18.0 18.0 50th %ile Term Code Hold Hold Hold Gap Gap MaxR MaxR MaxR MaxR MaxR 30th %ile Green (s) 7.4 7.4 7.4 7.4 7.4 25.3 25.3 25.3 25.3 25.3 30th %ile Term Code Hold Hold Hold Gap Gap Dwell Dwell Dwell Dwell Dwell 10th %ile Green (s) 0.0 0.0 0.0 0.0 0.0 33.0 33.0 33.0 33.0 33.0 10th %ile Term Code Skip Skip Skip Skip Skip Dwell Dwell Dwell Dwell Dwell Stops (vph) 32 16 110 24 147 21 258 10 Fuel Used(gal) 1 1 3 2 16 2 24 2 CO Emissions (g/hr) 59 37 234 152 1111 138 1666 107 NOx Emissions (g/hr) 11 7 46 30 216 27 324 21 VOC Emissions (g/hr) 14 8 54 35 257 32 386 25 Dilemma Vehicles (#) 4 0 15 0 41 0 56 0 Queue Length 50th (ft) 6 0 24 4 27 3 49 0 Queue Length 95th (ft) 20 14 54 15 72 14 121 9 Internal Link Dist (ft) 548 1834 495 5207 Turn Bay Length (ft) 420 140 275 725 Base Capacity (vph) 762 780 852 531 1122 640 1149 990 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.06 0.18 0.08 0.30 0.06 0.41 0.04 Intersection Summary Area Type: Other Cycle Length: 45 Actuated Cycle Length: 37.8 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 7.5 Intersection LOS: A Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period (min) 15 90th %ile Actuated Cycle: 38.3 70th %ile Actuated Cycle: 36.4 50th %ile Actuated Cycle: 35.1 30th %ile Actuated Cycle: 41.7 10th %ile Actuated Cycle: 37.5 Splits and Phases: 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd) HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 8.4 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 82 31 0 1 3 Future Vol, veh/h 10 244 86 4 3 3 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 313 110 5 4 4 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 8.4 8.6 7.5 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 96% 4% 0% Vol Thru, % 4% 0% 50% Vol Right, % 0% 96% 50% Sign Control Stop Stop Stop Traffic Vol by Lane 90 254 6 LT Vol 86 10 0 Through Vol 4 0 3 RT Vol 0 244 3 Lane Flow Rate 115 326 8 Geometry Grp 1 1 1 Degree of Util (X) 0.151 0.324 0.009 Departure Headway (Hd) 4.703 3.579 4.418 Convergence, Y/N Yes Yes Yes Cap 756 983 815 Service Time 2.774 1.676 2.418 HCM Lane V/C Ratio 0.152 0.332 0.01 HCM Control Delay 8.6 8.4 7.5 HCM Lane LOS A A A HCM 95th-tile Q 0.5 1.4 0 HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 20 6 35 66 3 Future Vol, veh/h 92 21 6 48 94 137 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 101 23 7 53 103 151 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 246 179 254 0 - 0 Stage 1 179 - - - - - Stage 2 67 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 742 864 1311 - - - Stage 1 852 - - - - - Stage 2 956 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 738 864 1311 - - - Mov Cap-2 Maneuver 738 - - - - - Stage 1 847 - - - - - Stage 2 956 - - - - - Approach EB NB SB HCM Control Delay, s 10.7 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1311 - 759 - - HCM Lane V/C Ratio 0.005 - 0.164 - - HCM Control Delay (s) 7.8 0 10.7 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.6 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 120 72 0 0 0 Future Vol, veh/h 4 345 170 0 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 375 185 0 0 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 185 0 - 0 568 185 Stage 1 - - - - 185 - Stage 2 - - - - 383 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1390 - - - 484 857 Stage 1 - - - - 847 - Stage 2 - - - - 689 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1390 - - - 482 857 Mov Cap-2 Maneuver - - - - 482 - Stage 1 - - - - 844 - Stage 2 - - - - 689 - Approach EB WB SB HCM Control Delay, s 0.1 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1390 - - - 857 HCM Lane V/C Ratio 0.003 - - - 0.004 HCM Control Delay (s) 7.6 0 - - 9.2 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 120 0 0 72 0 0 Future Vol, veh/h 329 16 0 162 8 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 358 17 0 176 9 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 375 0 543 367 Stage 1 - - - - 367 - Stage 2 - - - - 176 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1183 - 501 678 Stage 1 - - - - 701 - Stage 2 - - - - 855 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1183 - 501 678 Mov Cap-2 Maneuver - - - - 501 - Stage 1 - - - - 701 - Stage 2 - - - - 855 - Approach EB WB NB HCM Control Delay, s 0 0 11.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 529 - - 1183 - HCM Lane V/C Ratio 0.021 - - - - HCM Control Delay (s) 11.9 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 120 72 0 0 0 Future Vol, veh/h 13 318 153 1 1 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 346 166 1 1 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 167 0 - 0 541 167 Stage 1 - - - - 167 - Stage 2 - - - - 374 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1411 - - - 502 877 Stage 1 - - - - 863 - Stage 2 - - - - 696 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1411 - - - 496 877 Mov Cap-2 Maneuver - - - - 496 - Stage 1 - - - - 853 - Stage 2 - - - - 696 - Approach EB WB SB HCM Control Delay, s 0.3 0 9.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1411 - - - 814 HCM Lane V/C Ratio 0.01 - - - 0.013 HCM Control Delay (s) 7.6 0 - - 9.5 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 120 0 0 72 0 0 Future Vol, veh/h 303 16 1 143 11 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 329 17 1 155 12 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 346 0 495 338 Stage 1 - - - - 338 - Stage 2 - - - - 157 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1213 - 534 704 Stage 1 - - - - 722 - Stage 2 - - - - 871 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1213 - 533 704 Mov Cap-2 Maneuver - - - - 533 - Stage 1 - - - - 722 - Stage 2 - - - - 870 - Approach EB WB NB HCM Control Delay, s 0 0.1 11.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 544 - - 1213 - HCM Lane V/C Ratio 0.024 - - 0.001 - HCM Control Delay (s) 11.8 - - 8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 37 0 0 8 0 0 0 0 0 0 0 Future Vol, veh/h 10 131 6 0 145 0 3 0 0 1 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 142 7 0 158 0 3 0 0 1 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 158 0 0 149 0 0 328 326 146 326 329 158 Stage 1 - - - - - - 168 168 - 158 158 - Stage 2 - - - - - - 160 158 - 168 171 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1422 - - 1432 - - 625 592 901 627 590 887 Stage 1 - - - - - - 834 759 - 844 767 - Stage 2 - - - - - - 842 767 - 834 757 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1422 - - 1432 - - 618 587 901 623 585 887 Mov Cap-2 Maneuver - - - - - - 618 587 - 623 585 - Stage 1 - - - - - - 827 753 - 837 767 - Stage 2 - - - - - - 838 767 - 827 751 - Approach EB WB NB SB HCM Control Delay, s 0.5 0 10.9 9.4 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 618 1422 - - 1432 - - 818 HCM Lane V/C Ratio 0.005 0.008 - - - - - 0.007 HCM Control Delay (s) 10.9 7.6 0 - 0 - - 9.4 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 120 0 0 72 0 0 0 0 0 0 0 Future Vol, veh/h 0 293 11 0 136 0 8 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 318 12 0 148 0 9 0 1 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 148 0 0 330 0 0 472 472 324 473 478 148 Stage 1 - - - - - - 324 324 - 148 148 - Stage 2 - - - - - - 148 148 - 325 330 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1434 - - 1229 - - 502 490 717 501 486 899 Stage 1 - - - - - - 688 650 - 855 775 - Stage 2 - - - - - - 855 775 - 687 646 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1434 - - 1229 - - 502 490 717 500 486 899 Mov Cap-2 Maneuver - - - - - - 502 490 - 500 486 - Stage 1 - - - - - - 688 650 - 855 775 - Stage 2 - - - - - - 855 775 - 686 646 - Approach EB WB NB SB HCM Control Delay, s 0 0 12.1 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 519 1434 - - 1229 - - - HCM Lane V/C Ratio 0.019 - - - - - - - HCM Control Delay (s) 12.1 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 120 0 0 72 0 0 0 0 0 0 0 Future Vol, veh/h 0 281 13 1 126 0 10 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 305 14 1 137 0 11 0 1 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 137 0 0 319 0 0 451 451 312 452 458 137 Stage 1 - - - - - - 312 312 - 139 139 - Stage 2 - - - - - - 139 139 - 313 319 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1447 - - 1241 - - 519 504 728 518 499 911 Stage 1 - - - - - - 699 658 - 864 782 - Stage 2 - - - - - - 864 782 - 698 653 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1447 - - 1241 - - 518 503 728 517 499 911 Mov Cap-2 Maneuver - - - - - - 518 503 - 517 499 - Stage 1 - - - - - - 699 658 - 864 781 - Stage 2 - - - - - - 863 781 - 697 653 - Approach EB WB NB SB HCM Control Delay, s 0 0.1 11.9 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 532 1447 - - 1241 - - - HCM Lane V/C Ratio 0.022 - - - 0.001 - - - HCM Control Delay (s) 11.9 0 - - 7.9 0 - 0 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 4.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 39 0 0 66 Future Vol, veh/h 78 28 70 49 79 151 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 85 30 76 53 86 164 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 439 103 0 0 129 0 Stage 1 103 - - - - - Stage 2 336 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 575 952 - - 1457 - Stage 1 921 - - - - - Stage 2 724 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 538 952 - - 1457 - Mov Cap-2 Maneuver 538 - - - - - Stage 1 921 - - - - - Stage 2 677 - - - - - Approach WB NB SB HCM Control Delay, s 12.3 0 2.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 608 1457 - HCM Lane V/C Ratio - - 0.19 0.059 - HCM Control Delay (s) - - 12.3 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.7 0.2 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 4.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 39 0 0 66 Future Vol, veh/h 78 28 91 49 79 150 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 85 30 99 53 86 163 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 461 126 0 0 152 0 Stage 1 126 - - - - - Stage 2 335 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 559 924 - - 1429 - Stage 1 900 - - - - - Stage 2 725 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 522 924 - - 1429 - Mov Cap-2 Maneuver 522 - - - - - Stage 1 900 - - - - - Stage 2 677 - - - - - Approach WB NB SB HCM Control Delay, s 12.6 0 2.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 590 1429 - HCM Lane V/C Ratio - - 0.195 0.06 - HCM Control Delay (s) - - 12.6 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.7 0.2 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2035 + Project PM 12:09 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 37 0 0 8 0 0 Future Vol, veh/h 126 6 0 142 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 137 7 0 154 3 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 144 0 295 141 Stage 1 - - - - 141 - Stage 2 - - - - 154 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1438 - 696 907 Stage 1 - - - - 886 - Stage 2 - - - - 874 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1438 - 696 907 Mov Cap-2 Maneuver - - - - 696 - Stage 1 - - - - 886 - Stage 2 - - - - 874 - Approach EB WB NB HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 696 - - 1438 - HCM Lane V/C Ratio 0.005 - - - - HCM Control Delay (s) 10.2 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - Lanes, Volumes, Timings 3: US-89 05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 0 0 41 0 115 2 510 9 10 378 2 Future Volume (vph) 3 0 0 76 0 305 2 523 20 92 381 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 11 11 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.995 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 1770 0 1770 1583 0 0 1853 0 1770 1799 0 Flt Permitted 0.499 0.756 0.999 0.454 Satd. Flow (perm) 0 930 0 1408 1583 0 0 1852 0 846 1799 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 232 5 1 Link Speed (mph) 30 45 65 65 Link Distance (ft) 483 755 5287 1101 Travel Time (s) 11.0 11.4 55.5 11.5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 3 0 0 79 0 318 2 545 21 96 397 2 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 79 318 0 0 568 0 96 399 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Lanes, Volumes, Timings 3: US-89 05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 27.5 27.5 27.5 27.5 Total Split (%) 45.0% 45.0% 45.0% 45.0% 55.0% 55.0% 55.0% 55.0% Maximum Green (s) 18.0 18.0 18.0 18.0 23.0 23.0 23.0 23.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.7 8.7 8.7 16.8 16.8 16.8 Actuated g/C Ratio 0.25 0.25 0.25 0.48 0.48 0.48 v/c Ratio 0.01 0.23 0.56 0.63 0.24 0.46 Control Delay 10.7 12.5 8.2 11.2 8.0 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.7 12.5 8.2 11.2 8.0 8.7 LOS B B A B A A Approach Delay 10.7 9.1 11.2 8.5 Approach LOS B A B A 90th %ile Green (s) 15.5 15.5 15.5 15.5 23.0 23.0 23.0 23.0 90th %ile Term Code Hold Hold Gap Gap Max Max Hold Hold 70th %ile Green (s) 10.2 10.2 10.2 10.2 18.8 18.8 18.8 18.8 70th %ile Term Code Hold Hold Gap Gap Gap Gap Hold Hold 50th %ile Green (s) 7.5 7.5 7.5 7.5 13.9 13.9 13.9 13.9 50th %ile Term Code Hold Hold Gap Gap Gap Gap Hold Hold 30th %ile Green (s) 6.2 6.2 6.2 6.2 11.3 11.3 11.3 11.3 30th %ile Term Code Hold Hold Gap Gap Gap Gap Hold Hold 10th %ile Green (s) 5.5 5.5 5.5 5.5 17.8 17.8 17.8 17.8 10th %ile Term Code Hold Hold Gap Gap Dwell Dwell Dwell Dwell Stops (vph) 5 56 86 360 52 224 Fuel Used(gal) 0 1 3 30 2 9 CO Emissions (g/hr) 3 88 215 2099 153 653 NOx Emissions (g/hr) 1 17 42 408 30 127 VOC Emissions (g/hr) 1 20 50 487 35 151 Dilemma Vehicles (#) 0 0 34 72 0 49 Queue Length 50th (ft) 0 10 11 59 8 38 Queue Length 95th (ft) 5 39 63 187 36 120 Internal Link Dist (ft) 403 675 5207 1021 Turn Bay Length (ft) Base Capacity (vph) 498 754 956 1270 579 1233 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Lanes, Volumes, Timings 3: US-89 05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Reduced v/c Ratio 0.01 0.10 0.33 0.45 0.17 0.32 Intersection Summary Area Type: Other Cycle Length: 50 Actuated Cycle Length: 34.9 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 9.7 Intersection LOS: A Intersection Capacity Utilization 43.6% ICU Level of Service A Analysis Period (min) 15 90th %ile Actuated Cycle: 47.5 70th %ile Actuated Cycle: 38 50th %ile Actuated Cycle: 30.4 30th %ile Actuated Cycle: 26.5 10th %ile Actuated Cycle: 32.3 Splits and Phases: 3: US-89 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 55 2 41 9 5 32 22 455 3 3 330 10 Future Volume (vph) 55 20 41 98 13 45 22 466 94 6 362 13 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 420 0 0 140 0 275 725 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.961 0.975 0.850 Flt Protected 0.965 0.969 0.950 0.950 Satd. Flow (prot) 0 1798 1583 0 1735 0 1770 1816 0 1770 1863 1583 Flt Permitted 0.782 0.762 0.540 0.375 Satd. Flow (perm) 0 1457 1583 0 1364 0 1006 1816 0 699 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 42 46 27 33 Link Speed (mph) 55 35 65 65 Link Distance (ft) 628 1914 575 5287 Travel Time (s) 7.8 37.3 6.0 55.5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 57 21 42 101 13 46 23 480 97 6 373 13 Shared Lane Traffic (%) Lane Group Flow (vph) 0 78 42 0 160 0 23 577 0 6 373 13 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 2 1 2 1 Detector Template Left Thru Right Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 100 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 6 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 4 8 8 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.6 22.6 22.6 22.6 22.6 27.4 27.4 27.4 27.4 27.4 Total Split (%) 45.2% 45.2% 45.2% 45.2% 45.2% 54.8% 54.8% 54.8% 54.8% 54.8% Maximum Green (s) 18.1 18.1 18.1 18.1 18.1 22.9 22.9 22.9 22.9 22.9 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.7 8.7 8.7 20.6 20.6 20.6 20.6 20.6 Actuated g/C Ratio 0.25 0.25 0.25 0.59 0.59 0.59 0.59 0.59 v/c Ratio 0.22 0.10 0.43 0.04 0.53 0.01 0.34 0.01 Control Delay 12.8 5.5 12.8 5.6 8.7 5.5 6.9 1.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.8 5.5 12.8 5.6 8.7 5.5 6.9 1.2 LOS B A B A A A A A Approach Delay 10.2 12.8 8.6 6.7 Approach LOS B B A A 90th %ile Green (s) 13.3 13.3 13.3 13.3 13.3 22.9 22.9 22.9 22.9 22.9 90th %ile Term Code Hold Hold Hold Gap Gap Max Max Hold Hold Hold 70th %ile Green (s) 10.4 10.4 10.4 10.4 10.4 19.2 19.2 19.2 19.2 19.2 70th %ile Term Code Hold Hold Hold Gap Gap Gap Gap Hold Hold Hold 50th %ile Green (s) 8.2 8.2 8.2 8.2 8.2 14.4 14.4 14.4 14.4 14.4 50th %ile Term Code Hold Hold Hold Gap Gap Gap Gap Hold Hold Hold 30th %ile Green (s) 6.9 6.9 6.9 6.9 6.9 16.3 16.3 16.3 16.3 16.3 30th %ile Term Code Hold Hold Hold Gap Gap Dwell Dwell Dwell Dwell Dwell 10th %ile Green (s) 0.0 0.0 0.0 0.0 0.0 22.0 22.0 22.0 22.0 22.0 10th %ile Term Code Skip Skip Skip Skip Skip Dwell Dwell Dwell Dwell Dwell Stops (vph) 57 14 90 12 334 6 191 2 Fuel Used(gal) 2 0 3 1 30 0 18 1 CO Emissions (g/hr) 109 33 225 79 2076 26 1285 36 NOx Emissions (g/hr) 21 6 44 15 404 5 250 7 VOC Emissions (g/hr) 25 8 52 18 481 6 298 8 Dilemma Vehicles (#) 9 0 15 0 64 0 41 0 Queue Length 50th (ft) 10 0 15 2 62 1 36 0 Queue Length 95th (ft) 39 15 59 10 168 5 98 3 Internal Link Dist (ft) 548 1834 495 5207 Turn Bay Length (ft) 420 140 275 725 Base Capacity (vph) 783 870 754 684 1243 475 1266 1087 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.10 0.05 0.21 0.03 0.46 0.01 0.29 0.01 Intersection Summary Area Type: Other Cycle Length: 50 Actuated Cycle Length: 34.8 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay: 8.7 Intersection LOS: A Intersection Capacity Utilization 41.4% ICU Level of Service A Analysis Period (min) 15 90th %ile Actuated Cycle: 45.2 70th %ile Actuated Cycle: 38.6 50th %ile Actuated Cycle: 31.6 30th %ile Actuated Cycle: 32.2 10th %ile Actuated Cycle: 26.5 Splits and Phases: 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd) HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 9.2 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 12 68 0 0 9 Future Vol, veh/h 0 84 204 0 2 9 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 124 300 0 3 13 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 7.7 9.9 7.1 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 18% Vol Right, % 0% 100% 82% Sign Control Stop Stop Stop Traffic Vol by Lane 204 84 11 LT Vol 204 0 0 Through Vol 0 0 2 RT Vol 0 84 9 Lane Flow Rate 300 124 16 Geometry Grp 1 1 1 Degree of Util (X) 0.364 0.14 0.018 Departure Headway (Hd) 4.364 4.071 4.026 Convergence, Y/N Yes Yes Yes Cap 819 886 891 Service Time 2.427 2.072 2.041 HCM Lane V/C Ratio 0.366 0.14 0.018 HCM Control Delay 9.9 7.7 7.1 HCM Lane LOS A A A HCM 95th-tile Q 1.7 0.5 0.1 HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 7 31 31 19 9 Future Vol, veh/h 109 7 31 43 25 99 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 151 10 43 60 35 138 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 250 104 173 0 - 0 Stage 1 104 - - - - - Stage 2 146 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 739 951 1404 - - - Stage 1 920 - - - - - Stage 2 881 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 715 951 1404 - - - Mov Cap-2 Maneuver 715 - - - - - Stage 1 891 - - - - - Stage 2 881 - - - - - Approach EB NB SB HCM Control Delay, s 11.4 3.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1404 - 726 - - HCM Lane V/C Ratio 0.031 - 0.222 - - HCM Control Delay (s) 7.6 0 11.4 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.8 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 19 156 0 0 0 Future Vol, veh/h 2 110 375 0 0 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 120 408 0 0 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 408 0 - 0 532 408 Stage 1 - - - - 408 - Stage 2 - - - - 124 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1151 - - - 508 643 Stage 1 - - - - 671 - Stage 2 - - - - 902 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1151 - - - 507 643 Mov Cap-2 Maneuver - - - - 507 - Stage 1 - - - - 670 - Stage 2 - - - - 902 - Approach EB WB SB HCM Control Delay, s 0.1 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1151 - - - 643 HCM Lane V/C Ratio 0.002 - - - 0.01 HCM Control Delay (s) 8.1 0 - - 10.7 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 19 0 0 156 0 0 Future Vol, veh/h 104 6 0 350 25 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 113 7 0 380 27 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 120 0 497 117 Stage 1 - - - - 117 - Stage 2 - - - - 380 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1468 - 532 935 Stage 1 - - - - 908 - Stage 2 - - - - 691 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1468 - 532 935 Mov Cap-2 Maneuver - - - - 532 - Stage 1 - - - - 908 - Stage 2 - - - - 691 - Approach EB WB NB HCM Control Delay, s 0 0 12.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 532 - - 1468 - HCM Lane V/C Ratio 0.051 - - - - HCM Control Delay (s) 12.1 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 19 156 0 0 0 Future Vol, veh/h 2 102 342 0 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 111 372 0 0 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 372 0 - 0 487 372 Stage 1 - - - - 372 - Stage 2 - - - - 115 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1186 - - - 540 674 Stage 1 - - - - 697 - Stage 2 - - - - 910 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1186 - - - 539 674 Mov Cap-2 Maneuver - - - - 539 - Stage 1 - - - - 696 - Stage 2 - - - - 910 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1186 - - - 674 HCM Lane V/C Ratio 0.002 - - - 0.013 HCM Control Delay (s) 8 0 - - 10.4 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 19 0 0 156 0 0 Future Vol, veh/h 98 4 0 322 20 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 107 4 0 350 22 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 111 0 459 109 Stage 1 - - - - 109 - Stage 2 - - - - 350 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1479 - 560 945 Stage 1 - - - - 916 - Stage 2 - - - - 713 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1479 - 560 945 Mov Cap-2 Maneuver - - - - 560 - Stage 1 - - - - 916 - Stage 2 - - - - 713 - Approach EB WB NB HCM Control Delay, s 0 0 11.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 560 - - 1479 - HCM Lane V/C Ratio 0.039 - - - - HCM Control Delay (s) 11.7 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 9 0 0 46 0 0 0 0 0 0 0 Future Vol, veh/h 2 117 2 0 142 0 6 0 0 0 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 127 2 0 154 0 7 0 0 0 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 154 0 0 129 0 0 291 286 128 286 287 154 Stage 1 - - - - - - 132 132 - 154 154 - Stage 2 - - - - - - 159 154 - 132 133 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1426 - - 1457 - - 661 623 922 666 623 892 Stage 1 - - - - - - 871 787 - 848 770 - Stage 2 - - - - - - 843 770 - 871 786 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1426 - - 1457 - - 654 622 922 665 622 892 Mov Cap-2 Maneuver - - - - - - 654 622 - 665 622 - Stage 1 - - - - - - 869 785 - 846 770 - Stage 2 - - - - - - 835 770 - 869 784 - Approach EB WB NB SB HCM Control Delay, s 0.1 0 10.6 9.1 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 654 1426 - - 1457 - - 892 HCM Lane V/C Ratio 0.01 0.002 - - - - - 0.01 HCM Control Delay (s) 10.6 7.5 0 - 0 - - 9.1 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 19 0 0 156 0 0 0 0 0 0 0 Future Vol, veh/h 0 95 3 0 309 0 13 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 103 3 0 336 0 14 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 336 0 0 106 0 0 441 441 105 441 442 336 Stage 1 - - - - - - 105 105 - 336 336 - Stage 2 - - - - - - 336 336 - 105 106 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1223 - - 1485 - - 527 510 949 527 510 706 Stage 1 - - - - - - 901 808 - 678 642 - Stage 2 - - - - - - 678 642 - 901 807 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1223 - - 1485 - - 527 510 949 527 510 706 Mov Cap-2 Maneuver - - - - - - 527 510 - 527 510 - Stage 1 - - - - - - 901 808 - 678 642 - Stage 2 - - - - - - 678 642 - 901 807 - Approach EB WB NB SB HCM Control Delay, s 0 0 12 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 527 1223 - - 1485 - - - HCM Lane V/C Ratio 0.027 - - - - - - - HCM Control Delay (s) 12 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 19 0 0 77 0 0 0 0 0 0 0 Future Vol, veh/h 0 91 4 0 213 0 17 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 99 4 0 232 0 18 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 232 0 0 103 0 0 333 333 101 333 335 232 Stage 1 - - - - - - 101 101 - 232 232 - Stage 2 - - - - - - 232 232 - 101 103 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1336 - - 1489 - - 620 587 954 620 585 807 Stage 1 - - - - - - 905 811 - 771 713 - Stage 2 - - - - - - 771 713 - 905 810 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1336 - - 1489 - - 620 587 954 620 585 807 Mov Cap-2 Maneuver - - - - - - 620 587 - 620 585 - Stage 1 - - - - - - 905 811 - 771 713 - Stage 2 - - - - - - 771 713 - 905 810 - Approach EB WB NB SB HCM Control Delay, s 0 0 11 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 620 1336 - - 1489 - - - HCM Lane V/C Ratio 0.03 - - - - - - - HCM Control Delay (s) 11 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 4.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 20 0 0 7 Future Vol, veh/h 48 68 88 59 37 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 52 74 96 64 40 48 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 256 128 0 0 160 0 Stage 1 128 - - - - - Stage 2 128 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 733 922 - - 1419 - Stage 1 898 - - - - - Stage 2 898 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 712 922 - - 1419 - Mov Cap-2 Maneuver 712 - - - - - Stage 1 898 - - - - - Stage 2 872 - - - - - Approach WB NB SB HCM Control Delay, s 10.2 0 3.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 822 1419 - HCM Lane V/C Ratio - - 0.153 0.028 - HCM Control Delay (s) - - 10.2 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.5 0.1 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 34 0 0 12 Future Vol, veh/h 48 68 93 59 37 60 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 52 74 101 64 40 65 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 278 133 0 0 165 0 Stage 1 133 - - - - - Stage 2 145 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 712 916 - - 1413 - Stage 1 893 - - - - - Stage 2 882 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 691 916 - - 1413 - Mov Cap-2 Maneuver 691 - - - - - Stage 1 893 - - - - - Stage 2 856 - - - - - Approach WB NB SB HCM Control Delay, s 10.3 0 2.9 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 807 1413 - HCM Lane V/C Ratio - - 0.156 0.028 - HCM Control Delay (s) - - 10.3 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.6 0.1 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 9 0 0 46 0 0 Future Vol, veh/h 115 2 0 136 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 125 2 0 148 7 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 127 0 274 126 Stage 1 - - - - 126 - Stage 2 - - - - 148 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1459 - 716 924 Stage 1 - - - - 900 - Stage 2 - - - - 880 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1459 - 716 924 Mov Cap-2 Maneuver - - - - 716 - Stage 1 - - - - 900 - Stage 2 - - - - 880 - Approach EB WB NB HCM Control Delay, s 0 0 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 716 - - 1459 - HCM Lane V/C Ratio 0.009 - - - - HCM Control Delay (s) 10.1 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - Lanes, Volumes, Timings 3: US-89 05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 2 46 0 29 0 229 27 118 537 3 Future Volume (vph) 0 0 2 82 0 94 0 232 61 335 551 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 11 11 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 0.850 0.972 0.999 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 1611 0 1770 1583 0 0 1811 0 1770 1799 0 Flt Permitted 0.757 0.556 Satd. Flow (perm) 0 1611 0 1410 1583 0 0 1811 0 1036 1799 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 238 582 35 1 Link Speed (mph) 30 45 65 65 Link Distance (ft) 483 755 5287 1101 Travel Time (s) 11.0 11.4 55.5 11.5 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 0 0 2 95 0 109 0 270 71 390 641 3 Shared Lane Traffic (%) Lane Group Flow (vph) 0 2 0 95 109 0 0 341 0 390 644 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type NA Perm NA NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Lanes, Volumes, Timings 3: US-89 05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 37.5 37.5 37.5 37.5 Total Split (%) 37.5% 37.5% 37.5% 37.5% 62.5% 62.5% 62.5% 62.5% Maximum Green (s) 18.0 18.0 18.0 18.0 33.0 33.0 33.0 33.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.7 8.7 8.7 29.5 29.5 29.5 Actuated g/C Ratio 0.20 0.20 0.20 0.68 0.68 0.68 v/c Ratio 0.00 0.34 0.14 0.27 0.55 0.52 Control Delay 0.0 20.3 0.4 4.7 9.8 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 0.0 20.3 0.4 4.7 9.8 7.4 LOS A C A A A A Approach Delay 9.7 4.7 8.3 Approach LOS A A A 90th %ile Green (s) 12.5 12.5 12.5 12.5 33.0 33.0 33.0 33.0 90th %ile Term Code Hold Hold Gap Gap Hold Hold Max Max 70th %ile Green (s) 10.2 10.2 10.2 10.2 31.0 31.0 31.0 31.0 70th %ile Term Code Hold Hold Gap Gap Hold Hold Gap Gap 50th %ile Green (s) 8.4 8.4 8.4 8.4 23.7 23.7 23.7 23.7 50th %ile Term Code Hold Hold Gap Gap Dwell Dwell Dwell Dwell 30th %ile Green (s) 7.2 7.2 7.2 7.2 26.2 26.2 26.2 26.2 30th %ile Term Code Hold Hold Gap Gap Dwell Dwell Dwell Dwell 10th %ile Green (s) 0.0 0.0 0.0 0.0 23.4 23.4 23.4 23.4 10th %ile Term Code Skip Skip Skip Skip Dwell Dwell Dwell Dwell Stops (vph) 0 68 0 104 193 282 Fuel Used(gal) 0 2 0 13 8 12 CO Emissions (g/hr) 1 111 33 939 571 858 NOx Emissions (g/hr) 0 22 6 183 111 167 VOC Emissions (g/hr) 0 26 8 218 132 199 Dilemma Vehicles (#) 0 0 8 27 0 51 Queue Length 50th (ft) 0 19 0 29 50 79 Queue Length 95th (ft) 0 56 0 69 133 172 Internal Link Dist (ft) 403 675 5207 1021 Turn Bay Length (ft) Base Capacity (vph) 841 619 1021 1400 796 1383 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Lanes, Volumes, Timings 3: US-89 05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Reduced v/c Ratio 0.00 0.15 0.11 0.24 0.49 0.47 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 43.2 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 7.7 Intersection LOS: A Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period (min) 15 90th %ile Actuated Cycle: 54.5 70th %ile Actuated Cycle: 50.2 50th %ile Actuated Cycle: 41.1 30th %ile Actuated Cycle: 42.4 10th %ile Actuated Cycle: 27.9 Splits and Phases: 3: US-89 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 7 55 0 2 7 51 267 7 31 520 38 Future Volume (vph) 20 24 55 123 20 10 51 295 86 45 552 42 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 420 0 0 140 0 275 725 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.991 0.966 0.850 Flt Protected 0.978 0.961 0.950 0.950 Satd. Flow (prot) 0 1822 1583 0 1774 0 1770 1799 0 1770 1863 1583 Flt Permitted 0.836 0.961 0.384 0.530 Satd. Flow (perm) 0 1557 1583 0 1774 0 715 1799 0 987 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 57 8 39 43 Link Speed (mph) 55 35 65 65 Link Distance (ft) 628 1914 575 5287 Travel Time (s) 7.8 37.3 6.0 55.5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 21 25 57 127 21 10 53 304 89 46 569 43 Shared Lane Traffic (%) Lane Group Flow (vph) 0 46 57 0 158 0 53 393 0 46 569 43 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 2 1 2 1 Detector Template Left Thru Right Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 100 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 6 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 4 8 8 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 22.5 27.5 27.5 27.5 27.5 27.5 Total Split (%) 45.0% 45.0% 45.0% 45.0% 45.0% 55.0% 55.0% 55.0% 55.0% 55.0% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 23.0 23.0 23.0 23.0 23.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.5 8.5 8.6 21.2 21.2 21.2 21.2 21.2 Actuated g/C Ratio 0.24 0.24 0.25 0.60 0.60 0.60 0.60 0.60 v/c Ratio 0.12 0.13 0.36 0.12 0.36 0.08 0.51 0.04 Control Delay 12.0 5.3 13.8 6.2 6.3 5.6 8.4 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.0 5.3 13.8 6.2 6.3 5.6 8.4 2.4 LOS B A B A A A A A Approach Delay 8.3 13.8 6.3 7.8 Approach LOS A B A A 90th %ile Green (s) 12.1 12.1 12.1 12.1 12.1 23.0 23.0 23.0 23.0 23.0 90th %ile Term Code Hold Hold Hold Gap Gap Hold Hold Max Max Max 70th %ile Green (s) 10.0 10.0 10.0 10.0 10.0 18.7 18.7 18.7 18.7 18.7 70th %ile Term Code Hold Hold Hold Gap Gap Hold Hold Gap Gap Gap 50th %ile Green (s) 8.3 8.3 8.3 8.3 8.3 15.3 15.3 15.3 15.3 15.3 50th %ile Term Code Hold Hold Hold Gap Gap Hold Hold Gap Gap Gap 30th %ile Green (s) 7.3 7.3 7.3 7.3 7.3 18.2 18.2 18.2 18.2 18.2 30th %ile Term Code Hold Hold Hold Gap Gap Dwell Dwell Dwell Dwell Dwell 10th %ile Green (s) 0.0 0.0 0.0 0.0 0.0 22.0 22.0 22.0 22.0 22.0 10th %ile Term Code Skip Skip Skip Skip Skip Dwell Dwell Dwell Dwell Dwell Stops (vph) 36 16 109 28 181 23 330 10 Fuel Used(gal) 1 1 3 3 19 2 29 2 CO Emissions (g/hr) 67 40 235 183 1315 158 2041 124 NOx Emissions (g/hr) 13 8 46 36 256 31 397 24 VOC Emissions (g/hr) 16 9 55 42 305 37 473 29 Dilemma Vehicles (#) 5 0 14 0 43 0 63 0 Queue Length 50th (ft) 6 0 21 5 35 4 65 0 Queue Length 95th (ft) 26 18 66 19 90 16 158 9 Internal Link Dist (ft) 548 1834 495 5207 Turn Bay Length (ft) 420 140 275 725 Base Capacity (vph) 821 862 940 482 1225 665 1256 1081 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.07 0.17 0.11 0.32 0.07 0.45 0.04 Intersection Summary Area Type: Other Cycle Length: 50 Actuated Cycle Length: 35.1 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay: 8.0 Intersection LOS: A Intersection Capacity Utilization 50.6% ICU Level of Service A Analysis Period (min) 15 90th %ile Actuated Cycle: 44.1 70th %ile Actuated Cycle: 37.7 50th %ile Actuated Cycle: 32.6 30th %ile Actuated Cycle: 34.5 10th %ile Actuated Cycle: 26.5 Splits and Phases: 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd) HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 8.8 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 99 38 0 2 3 Future Vol, veh/h 12 261 94 4 4 3 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 335 121 5 5 4 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 8.8 8.8 7.6 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 96% 4% 0% Vol Thru, % 4% 0% 57% Vol Right, % 0% 96% 43% Sign Control Stop Stop Stop Traffic Vol by Lane 98 273 7 LT Vol 94 12 0 Through Vol 4 0 4 RT Vol 0 261 3 Lane Flow Rate 126 350 9 Geometry Grp 1 1 1 Degree of Util (X) 0.169 0.361 0.011 Departure Headway (Hd) 4.85 3.712 4.528 Convergence, Y/N Yes Yes Yes Cap 744 973 791 Service Time 2.85 1.718 2.554 HCM Lane V/C Ratio 0.169 0.36 0.011 HCM Control Delay 8.8 8.8 7.6 HCM Lane LOS A A A HCM 95th-tile Q 0.6 1.7 0 HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 24 7 43 80 3 Future Vol, veh/h 93 25 7 57 108 137 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 102 27 8 63 119 151 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 274 195 270 0 - 0 Stage 1 195 - - - - - Stage 2 79 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 716 846 1293 - - - Stage 1 838 - - - - - Stage 2 944 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 712 846 1293 - - - Mov Cap-2 Maneuver 712 - - - - - Stage 1 833 - - - - - Stage 2 944 - - - - - Approach EB NB SB HCM Control Delay, s 10.9 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1293 - 737 - - HCM Lane V/C Ratio 0.006 - 0.176 - - HCM Control Delay (s) 7.8 0 10.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.6 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 145 87 0 0 0 Future Vol, veh/h 6 390 185 0 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 424 201 0 0 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 201 0 - 0 639 201 Stage 1 - - - - 201 - Stage 2 - - - - 438 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1371 - - - 440 840 Stage 1 - - - - 833 - Stage 2 - - - - 651 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1371 - - - 437 840 Mov Cap-2 Maneuver - - - - 437 - Stage 1 - - - - 827 - Stage 2 - - - - 651 - Approach EB WB SB HCM Control Delay, s 0.1 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1371 - - - 840 HCM Lane V/C Ratio 0.005 - - - 0.004 HCM Control Delay (s) 7.6 0 - - 9.3 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 145 0 0 87 0 0 Future Vol, veh/h 370 20 0 177 8 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 402 22 0 192 9 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 424 0 605 413 Stage 1 - - - - 413 - Stage 2 - - - - 192 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1135 - 461 639 Stage 1 - - - - 668 - Stage 2 - - - - 841 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1135 - 461 639 Mov Cap-2 Maneuver - - - - 461 - Stage 1 - - - - 668 - Stage 2 - - - - 841 - Approach EB WB NB HCM Control Delay, s 0 0 12.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 488 - - 1135 - HCM Lane V/C Ratio 0.022 - - - - HCM Control Delay (s) 12.5 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 145 87 0 0 0 Future Vol, veh/h 17 355 168 1 1 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 386 183 1 1 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 184 0 - 0 606 184 Stage 1 - - - - 184 - Stage 2 - - - - 422 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1391 - - - 460 858 Stage 1 - - - - 848 - Stage 2 - - - - 662 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1391 - - - 453 858 Mov Cap-2 Maneuver - - - - 453 - Stage 1 - - - - 834 - Stage 2 - - - - 662 - Approach EB WB SB HCM Control Delay, s 0.3 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1391 - - - 788 HCM Lane V/C Ratio 0.013 - - - 0.014 HCM Control Delay (s) 7.6 0 - - 9.6 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 145 0 0 87 0 0 Future Vol, veh/h 335 21 1 158 11 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 364 23 1 172 12 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 387 0 550 376 Stage 1 - - - - 376 - Stage 2 - - - - 174 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1171 - 496 670 Stage 1 - - - - 694 - Stage 2 - - - - 856 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1171 - 496 670 Mov Cap-2 Maneuver - - - - 496 - Stage 1 - - - - 694 - Stage 2 - - - - 855 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 507 - - 1171 - HCM Lane V/C Ratio 0.026 - - 0.001 - HCM Control Delay (s) 12.3 - - 8.1 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 44 0 0 10 0 0 0 0 0 0 0 Future Vol, veh/h 10 138 6 0 147 0 3 0 0 1 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 150 7 0 160 0 3 0 0 1 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 160 0 0 157 0 0 338 336 154 336 339 160 Stage 1 - - - - - - 176 176 - 160 160 - Stage 2 - - - - - - 162 160 - 176 179 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1419 - - 1423 - - 616 585 892 618 582 885 Stage 1 - - - - - - 826 753 - 842 766 - Stage 2 - - - - - - 840 766 - 826 751 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1419 - - 1423 - - 609 580 892 614 577 885 Mov Cap-2 Maneuver - - - - - - 609 580 - 614 577 - Stage 1 - - - - - - 819 747 - 835 766 - Stage 2 - - - - - - 836 766 - 819 745 - Approach EB WB NB SB HCM Control Delay, s 0.5 0 10.9 9.5 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 609 1419 - - 1423 - - 813 HCM Lane V/C Ratio 0.005 0.008 - - - - - 0.007 HCM Control Delay (s) 10.9 7.6 0 - 0 - - 9.5 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 145 0 0 87 0 0 0 0 0 0 0 Future Vol, veh/h 0 322 14 1 151 0 8 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 350 15 1 164 0 9 0 1 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 164 0 0 365 0 0 524 524 358 524 531 164 Stage 1 - - - - - - 358 358 - 166 166 - Stage 2 - - - - - - 166 166 - 358 365 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1414 - - 1194 - - 464 458 686 464 454 881 Stage 1 - - - - - - 660 628 - 836 761 - Stage 2 - - - - - - 836 761 - 660 623 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1414 - - 1194 - - 464 458 686 463 454 881 Mov Cap-2 Maneuver - - - - - - 464 458 - 463 454 - Stage 1 - - - - - - 660 628 - 836 760 - Stage 2 - - - - - - 835 760 - 659 623 - Approach EB WB NB SB HCM Control Delay, s 0 0.1 12.6 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 481 1414 - - 1194 - - - HCM Lane V/C Ratio 0.02 - - - 0.001 - - - HCM Control Delay (s) 12.6 0 - - 8 0 - 0 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 145 0 0 87 0 0 0 0 0 0 0 Future Vol, veh/h 0 306 17 1 142 0 10 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 333 18 1 154 0 11 0 1 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 154 0 0 351 0 0 498 498 342 499 507 154 Stage 1 - - - - - - 342 342 - 156 156 - Stage 2 - - - - - - 156 156 - 343 351 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1426 - - 1208 - - 483 474 701 482 468 892 Stage 1 - - - - - - 673 638 - 846 769 - Stage 2 - - - - - - 846 769 - 672 632 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1426 - - 1208 - - 483 474 701 481 468 892 Mov Cap-2 Maneuver - - - - - - 483 474 - 481 468 - Stage 1 - - - - - - 673 638 - 846 768 - Stage 2 - - - - - - 845 768 - 671 632 - Approach EB WB NB SB HCM Control Delay, s 0 0.1 12.4 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 497 1426 - - 1208 - - - HCM Lane V/C Ratio 0.024 - - - 0.001 - - - HCM Control Delay (s) 12.4 0 - - 8 0 - 0 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 4.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 48 0 0 80 Future Vol, veh/h 78 28 80 49 79 165 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 85 30 87 53 86 179 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 465 114 0 0 140 0 Stage 1 114 - - - - - Stage 2 351 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 556 939 - - 1443 - Stage 1 911 - - - - - Stage 2 713 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 519 939 - - 1443 - Mov Cap-2 Maneuver 519 - - - - - Stage 1 911 - - - - - Stage 2 666 - - - - - Approach WB NB SB HCM Control Delay, s 12.6 0 2.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 589 1443 - HCM Lane V/C Ratio - - 0.196 0.06 - HCM Control Delay (s) - - 12.6 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.7 0.2 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 48 0 0 80 Future Vol, veh/h 78 28 101 49 79 164 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 85 30 110 53 86 178 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 487 137 0 0 163 0 Stage 1 137 - - - - - Stage 2 350 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 540 911 - - 1416 - Stage 1 890 - - - - - Stage 2 713 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 504 911 - - 1416 - Mov Cap-2 Maneuver 504 - - - - - Stage 1 890 - - - - - Stage 2 665 - - - - - Approach WB NB SB HCM Control Delay, s 12.9 0 2.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 571 1416 - HCM Lane V/C Ratio - - 0.202 0.061 - HCM Control Delay (s) - - 12.9 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.7 0.2 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2042 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 44 0 0 10 0 0 Future Vol, veh/h 133 6 0 144 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 145 7 0 157 3 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 152 0 306 149 Stage 1 - - - - 149 - Stage 2 - - - - 157 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1429 - 686 898 Stage 1 - - - - 879 - Stage 2 - - - - 871 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1429 - 686 898 Mov Cap-2 Maneuver - - - - 686 - Stage 1 - - - - 879 - Stage 2 - - - - 871 - Approach EB WB NB HCM Control Delay, s 0 0 10.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 686 - - 1429 - HCM Lane V/C Ratio 0.005 - - - - HCM Control Delay (s) 10.3 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - Lanes, Volumes, Timings 3: US-89 05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 0 0 48 0 133 2 590 10 12 438 2 Future Volume (vph) 4 0 0 83 0 324 2 603 23 94 441 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 11 11 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.995 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 0 1770 0 1770 1583 0 0 1853 0 1770 1799 0 Flt Permitted 0.439 0.755 0.999 0.399 Satd. Flow (perm) 0 818 0 1406 1583 0 0 1852 0 743 1799 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 217 5 1 Link Speed (mph) 30 45 65 65 Link Distance (ft) 483 755 5287 1101 Travel Time (s) 11.0 11.4 55.5 11.5 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 4 0 0 86 0 338 2 628 24 98 459 2 Shared Lane Traffic (%) Lane Group Flow (vph) 0 4 0 86 338 0 0 654 0 98 461 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Lanes, Volumes, Timings 3: US-89 05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 32.5 32.5 32.5 32.5 Total Split (%) 40.9% 40.9% 40.9% 40.9% 59.1% 59.1% 59.1% 59.1% Maximum Green (s) 18.0 18.0 18.0 18.0 28.0 28.0 28.0 28.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 9.7 9.7 9.7 19.4 19.4 19.4 Actuated g/C Ratio 0.25 0.25 0.25 0.50 0.50 0.50 v/c Ratio 0.02 0.24 0.60 0.70 0.26 0.51 Control Delay 12.5 14.3 10.5 13.0 8.7 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.5 14.3 10.5 13.0 8.7 9.5 LOS B B B B A A Approach Delay 12.5 11.3 13.0 9.3 Approach LOS B B B A 90th %ile Green (s) 18.0 18.0 18.0 18.0 28.0 28.0 28.0 28.0 90th %ile Term Code Hold Hold Max Max Max Max Hold Hold 70th %ile Green (s) 12.0 12.0 12.0 12.0 22.9 22.9 22.9 22.9 70th %ile Term Code Hold Hold Gap Gap Gap Gap Hold Hold 50th %ile Green (s) 8.7 8.7 8.7 8.7 17.7 17.7 17.7 17.7 50th %ile Term Code Hold Hold Gap Gap Gap Gap Hold Hold 30th %ile Green (s) 6.5 6.5 6.5 6.5 13.0 13.0 13.0 13.0 30th %ile Term Code Hold Hold Gap Gap Gap Gap Hold Hold 10th %ile Green (s) 5.5 5.5 5.5 5.5 15.7 15.7 15.7 15.7 10th %ile Term Code Hold Hold Gap Gap Dwell Dwell Dwell Dwell Stops (vph) 6 60 108 430 50 259 Fuel Used(gal) 0 1 4 35 2 11 CO Emissions (g/hr) 4 97 253 2462 151 760 NOx Emissions (g/hr) 1 19 49 479 29 148 VOC Emissions (g/hr) 1 23 59 571 35 176 Dilemma Vehicles (#) 0 0 34 76 0 51 Queue Length 50th (ft) 1 13 19 81 9 50 Queue Length 95th (ft) 6 47 86 252 42 156 Internal Link Dist (ft) 403 675 5207 1021 Turn Bay Length (ft) Base Capacity (vph) 404 695 892 1426 571 1384 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Lanes, Volumes, Timings 3: US-89 05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Reduced v/c Ratio 0.01 0.12 0.38 0.46 0.17 0.33 Intersection Summary Area Type: Other Cycle Length: 55 Actuated Cycle Length: 38.6 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 11.3 Intersection LOS: B Intersection Capacity Utilization 49.0% ICU Level of Service A Analysis Period (min) 15 90th %ile Actuated Cycle: 55 70th %ile Actuated Cycle: 43.9 50th %ile Actuated Cycle: 35.4 30th %ile Actuated Cycle: 28.5 10th %ile Actuated Cycle: 30.2 Splits and Phases: 3: US-89 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 63 2 48 10 6 38 26 527 4 4 382 12 Future Volume (vph) 64 20 48 99 14 51 26 539 95 7 414 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 420 0 0 140 0 275 725 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.958 0.978 0.850 Flt Protected 0.963 0.971 0.950 0.950 Satd. Flow (prot) 0 1794 1583 0 1733 0 1770 1822 0 1770 1863 1583 Flt Permitted 0.762 0.765 0.497 0.320 Satd. Flow (perm) 0 1419 1583 0 1365 0 926 1822 0 596 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 49 45 23 30 Link Speed (mph) 55 35 65 65 Link Distance (ft) 628 1914 575 5287 Travel Time (s) 7.8 37.3 6.0 55.5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 66 21 49 102 14 53 27 556 98 7 427 15 Shared Lane Traffic (%) Lane Group Flow (vph) 0 87 49 0 169 0 27 654 0 7 427 15 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 2 1 2 1 Detector Template Left Thru Right Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 100 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 6 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 4 8 8 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.6 22.6 22.6 22.6 22.6 32.4 32.4 32.4 32.4 32.4 Total Split (%) 41.1% 41.1% 41.1% 41.1% 41.1% 58.9% 58.9% 58.9% 58.9% 58.9% Maximum Green (s) 18.1 18.1 18.1 18.1 18.1 27.9 27.9 27.9 27.9 27.9 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 9.3 9.3 9.3 23.2 23.2 23.2 23.2 23.2 Actuated g/C Ratio 0.25 0.25 0.25 0.61 0.61 0.61 0.61 0.61 v/c Ratio 0.25 0.12 0.46 0.05 0.58 0.02 0.37 0.02 Control Delay 14.8 5.9 14.7 5.7 9.5 5.6 7.2 1.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.8 5.9 14.7 5.7 9.5 5.6 7.2 1.6 LOS B A B A A A A A Approach Delay 11.6 14.7 9.3 7.0 Approach LOS B B A A 90th %ile Green (s) 14.8 14.8 14.8 14.8 14.8 27.9 27.9 27.9 27.9 27.9 90th %ile Term Code Hold Hold Hold Gap Gap Max Max Hold Hold Hold 70th %ile Green (s) 11.4 11.4 11.4 11.4 11.4 22.5 22.5 22.5 22.5 22.5 70th %ile Term Code Hold Hold Hold Gap Gap Gap Gap Hold Hold Hold 50th %ile Green (s) 8.9 8.9 8.9 8.9 8.9 17.7 17.7 17.7 17.7 17.7 50th %ile Term Code Hold Hold Hold Gap Gap Gap Gap Hold Hold Hold 30th %ile Green (s) 7.2 7.2 7.2 7.2 7.2 16.0 16.0 16.0 16.0 16.0 30th %ile Term Code Hold Hold Hold Gap Gap Dwell Dwell Dwell Dwell Dwell 10th %ile Green (s) 0.0 0.0 0.0 0.0 0.0 22.5 22.5 22.5 22.5 22.5 10th %ile Term Code Skip Skip Skip Skip Skip Dwell Dwell Dwell Dwell Dwell Stops (vph) 63 15 97 13 385 6 212 2 Fuel Used(gal) 2 1 3 1 34 0 21 1 CO Emissions (g/hr) 123 37 244 91 2370 29 1459 41 NOx Emissions (g/hr) 24 7 47 18 461 6 284 8 VOC Emissions (g/hr) 28 9 56 21 549 7 338 10 Dilemma Vehicles (#) 8 0 14 0 66 0 42 0 Queue Length 50th (ft) 13 0 20 2 80 1 46 0 Queue Length 95th (ft) 48 19 72 12 215 5 121 4 Internal Link Dist (ft) 548 1834 495 5207 Turn Bay Length (ft) 420 140 275 725 Base Capacity (vph) 713 820 708 711 1404 457 1431 1222 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.06 0.24 0.04 0.47 0.02 0.30 0.01 Intersection Summary Area Type: Other Cycle Length: 55 Actuated Cycle Length: 37.9 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 9.4 Intersection LOS: A Intersection Capacity Utilization 45.7% ICU Level of Service A Analysis Period (min) 15 90th %ile Actuated Cycle: 51.7 70th %ile Actuated Cycle: 42.9 50th %ile Actuated Cycle: 35.6 30th %ile Actuated Cycle: 32.2 10th %ile Actuated Cycle: 27 Splits and Phases: 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd) HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 14 79 0 0 10 Future Vol, veh/h 0 86 215 0 2 10 Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 126 316 0 3 15 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 7.8 10.2 7.1 HCM LOS A B A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 100% 0% 0% Vol Thru, % 0% 0% 17% Vol Right, % 0% 100% 83% Sign Control Stop Stop Stop Traffic Vol by Lane 215 86 12 LT Vol 215 0 0 Through Vol 0 0 2 RT Vol 0 86 10 Lane Flow Rate 316 126 18 Geometry Grp 1 1 1 Degree of Util (X) 0.384 0.144 0.02 Departure Headway (Hd) 4.37 4.113 4.043 Convergence, Y/N Yes Yes Yes Cap 816 876 887 Service Time 2.437 2.114 2.058 HCM Lane V/C Ratio 0.387 0.144 0.02 HCM Control Delay 10.2 7.8 7.1 HCM Lane LOS B A A HCM 95th-tile Q 1.8 0.5 0.1 HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 8 36 36 22 10 Future Vol, veh/h 110 8 36 48 28 100 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 153 11 50 67 39 139 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 276 109 178 0 - 0 Stage 1 109 - - - - - Stage 2 167 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 714 945 1398 - - - Stage 1 916 - - - - - Stage 2 863 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 688 945 1398 - - - Mov Cap-2 Maneuver 688 - - - - - Stage 1 882 - - - - - Stage 2 863 - - - - - Approach EB NB SB HCM Control Delay, s 11.7 3.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1398 - 701 - - HCM Lane V/C Ratio 0.036 - 0.234 - - HCM Control Delay (s) 7.7 0 11.7 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.9 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 22 180 0 0 0 Future Vol, veh/h 2 115 400 0 0 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 125 435 0 0 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 435 0 - 0 564 435 Stage 1 - - - - 435 - Stage 2 - - - - 129 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1125 - - - 487 621 Stage 1 - - - - 653 - Stage 2 - - - - 897 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1125 - - - 486 621 Mov Cap-2 Maneuver - - - - 486 - Stage 1 - - - - 652 - Stage 2 - - - - 897 - Approach EB WB SB HCM Control Delay, s 0.1 0 10.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1125 - - - 621 HCM Lane V/C Ratio 0.002 - - - 0.011 HCM Control Delay (s) 8.2 0 - - 10.9 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 22 0 0 180 0 0 Future Vol, veh/h 109 6 0 374 26 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 118 7 0 407 28 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 125 0 529 122 Stage 1 - - - - 122 - Stage 2 - - - - 407 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1462 - 510 929 Stage 1 - - - - 903 - Stage 2 - - - - 672 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1462 - 510 929 Mov Cap-2 Maneuver - - - - 510 - Stage 1 - - - - 903 - Stage 2 - - - - 672 - Approach EB WB NB HCM Control Delay, s 0 0 12.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 510 - - 1462 - HCM Lane V/C Ratio 0.055 - - - - HCM Control Delay (s) 12.5 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 22 180 0 0 0 Future Vol, veh/h 2 107 366 0 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 116 398 0 0 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 398 0 - 0 518 398 Stage 1 - - - - 398 - Stage 2 - - - - 120 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1161 - - - 518 652 Stage 1 - - - - 678 - Stage 2 - - - - 905 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1161 - - - 517 652 Mov Cap-2 Maneuver - - - - 517 - Stage 1 - - - - 677 - Stage 2 - - - - 905 - Approach EB WB SB HCM Control Delay, s 0.1 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1161 - - - 652 HCM Lane V/C Ratio 0.002 - - - 0.013 HCM Control Delay (s) 8.1 0 - - 10.6 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 22 0 0 180 0 0 Future Vol, veh/h 101 6 0 346 20 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 110 7 0 376 22 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 117 0 490 114 Stage 1 - - - - 114 - Stage 2 - - - - 376 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1471 - 537 939 Stage 1 - - - - 911 - Stage 2 - - - - 694 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1471 - 537 939 Mov Cap-2 Maneuver - - - - 537 - Stage 1 - - - - 911 - Stage 2 - - - - 694 - Approach EB WB NB HCM Control Delay, s 0 0 12 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 537 - - 1471 - HCM Lane V/C Ratio 0.04 - - - - HCM Control Delay (s) 12 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 0 0 53 0 0 0 0 0 0 0 Future Vol, veh/h 2 118 2 0 149 0 6 0 0 0 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 128 2 0 162 0 7 0 0 0 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 162 0 0 130 0 0 300 295 129 295 296 162 Stage 1 - - - - - - 133 133 - 162 162 - Stage 2 - - - - - - 167 162 - 133 134 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1417 - - 1455 - - 652 616 921 657 616 883 Stage 1 - - - - - - 870 786 - 840 764 - Stage 2 - - - - - - 835 764 - 870 785 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1417 - - 1455 - - 645 615 921 656 615 883 Mov Cap-2 Maneuver - - - - - - 645 615 - 656 615 - Stage 1 - - - - - - 868 784 - 838 764 - Stage 2 - - - - - - 827 764 - 868 783 - Approach EB WB NB SB HCM Control Delay, s 0.1 0 10.6 9.1 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 645 1417 - - 1455 - - 883 HCM Lane V/C Ratio 0.01 0.002 - - - - - 0.01 HCM Control Delay (s) 10.6 7.5 0 - 0 - - 9.1 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 22 0 0 180 0 0 0 0 0 0 0 Future Vol, veh/h 0 98 3 0 333 0 13 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 107 3 0 362 0 14 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 362 0 0 110 0 0 471 471 109 471 472 362 Stage 1 - - - - - - 109 109 - 362 362 - Stage 2 - - - - - - 362 362 - 109 110 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1197 - - 1480 - - 503 491 945 503 490 683 Stage 1 - - - - - - 896 805 - 657 625 - Stage 2 - - - - - - 657 625 - 896 804 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1197 - - 1480 - - 503 491 945 503 490 683 Mov Cap-2 Maneuver - - - - - - 503 491 - 503 490 - Stage 1 - - - - - - 896 805 - 657 625 - Stage 2 - - - - - - 657 625 - 896 804 - Approach EB WB NB SB HCM Control Delay, s 0 0 12.4 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 503 1197 - - 1480 - - - HCM Lane V/C Ratio 0.028 - - - - - - - HCM Control Delay (s) 12.4 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 22 0 0 89 0 0 0 0 0 0 0 Future Vol, veh/h 0 94 4 0 225 0 17 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 102 4 0 245 0 18 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 245 0 0 106 0 0 349 349 104 349 351 245 Stage 1 - - - - - - 104 104 - 245 245 - Stage 2 - - - - - - 245 245 - 104 106 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1321 - - 1485 - - 606 575 951 606 573 794 Stage 1 - - - - - - 902 809 - 759 703 - Stage 2 - - - - - - 759 703 - 902 807 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1321 - - 1485 - - 606 575 951 606 573 794 Mov Cap-2 Maneuver - - - - - - 606 575 - 606 573 - Stage 1 - - - - - - 902 809 - 759 703 - Stage 2 - - - - - - 759 703 - 902 807 - Approach EB WB NB SB HCM Control Delay, s 0 0 11.1 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 606 1321 - - 1485 - - - HCM Lane V/C Ratio 0.03 - - - - - - - HCM Control Delay (s) 11.1 0 - - 0 - - 0 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 40 0 0 14 Future Vol, veh/h 48 68 108 59 37 51 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 52 74 117 64 40 55 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 284 149 0 0 181 0 Stage 1 149 - - - - - Stage 2 135 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 706 898 - - 1394 - Stage 1 879 - - - - - Stage 2 891 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 685 898 - - 1394 - Mov Cap-2 Maneuver 685 - - - - - Stage 1 879 - - - - - Stage 2 864 - - - - - Approach WB NB SB HCM Control Delay, s 10.4 0 3.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 796 1394 - HCM Lane V/C Ratio - - 0.158 0.029 - HCM Control Delay (s) - - 10.4 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.6 0.1 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 4.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 20 0 0 7 Future Vol, veh/h 48 68 79 59 37 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 52 74 86 64 40 60 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 258 118 0 0 150 0 Stage 1 118 - - - - - Stage 2 140 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 731 934 - - 1431 - Stage 1 907 - - - - - Stage 2 887 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 710 934 - - 1431 - Mov Cap-2 Maneuver 710 - - - - - Stage 1 907 - - - - - Stage 2 861 - - - - - Approach WB NB SB HCM Control Delay, s 10.1 0 3.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 826 1431 - HCM Lane V/C Ratio - - 0.153 0.028 - HCM Control Delay (s) - - 10.1 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.5 0.1 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit AM 12:10 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 10 0 0 53 0 0 Future Vol, veh/h 116 2 0 143 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 126 2 0 155 7 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 128 0 282 127 Stage 1 - - - - 127 - Stage 2 - - - - 155 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1458 - 708 923 Stage 1 - - - - 899 - Stage 2 - - - - 873 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1458 - 708 923 Mov Cap-2 Maneuver - - - - 708 - Stage 1 - - - - 899 - Stage 2 - - - - 873 - Approach EB WB NB HCM Control Delay, s 0 0 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 708 - - 1458 - HCM Lane V/C Ratio 0.009 - - - - HCM Control Delay (s) 10.1 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - Lanes, Volumes, Timings 3: US-89 05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 2 53 0 34 0 265 32 137 622 4 Future Volume (vph) 0 0 2 89 0 99 0 268 66 354 636 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 11 11 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 0.850 0.973 0.999 Flt Protected 0.950 0.950 Satd. Flow (prot) 0 1611 0 1770 1583 0 0 1812 0 1770 1799 0 Flt Permitted 0.757 0.531 Satd. Flow (perm) 0 1611 0 1410 1583 0 0 1812 0 989 1799 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 187 526 33 1 Link Speed (mph) 30 45 65 65 Link Distance (ft) 483 755 5287 1101 Travel Time (s) 11.0 11.4 55.5 11.5 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 0 0 2 103 0 115 0 312 77 412 740 5 Shared Lane Traffic (%) Lane Group Flow (vph) 0 2 0 103 115 0 0 389 0 412 745 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.04 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type NA Perm NA NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Lanes, Volumes, Timings 3: US-89 05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 37.5 37.5 37.5 37.5 Total Split (%) 37.5% 37.5% 37.5% 37.5% 62.5% 62.5% 62.5% 62.5% Maximum Green (s) 18.0 18.0 18.0 18.0 33.0 33.0 33.0 33.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 Act Effct Green (s) 9.0 9.0 9.0 33.1 33.1 33.1 Actuated g/C Ratio 0.19 0.19 0.19 0.70 0.70 0.70 v/c Ratio 0.00 0.38 0.16 0.30 0.59 0.59 Control Delay 0.0 22.5 0.5 4.9 11.5 8.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 0.0 22.5 0.5 4.9 11.5 8.4 LOS A C A A B A Approach Delay 10.9 4.9 9.5 Approach LOS B A A 90th %ile Green (s) 13.0 13.0 13.0 13.0 33.0 33.0 33.0 33.0 90th %ile Term Code Hold Hold Gap Gap Hold Hold Max Max 70th %ile Green (s) 10.5 10.5 10.5 10.5 33.0 33.0 33.0 33.0 70th %ile Term Code Hold Hold Gap Gap Hold Hold Max Max 50th %ile Green (s) 9.0 9.0 9.0 9.0 31.3 31.3 31.3 31.3 50th %ile Term Code Hold Hold Gap Gap Dwell Dwell Dwell Dwell 30th %ile Green (s) 7.7 7.7 7.7 7.7 30.6 30.6 30.6 30.6 30th %ile Term Code Hold Hold Gap Gap Dwell Dwell Dwell Dwell 10th %ile Green (s) 0.0 0.0 0.0 0.0 27.3 27.3 27.3 27.3 10th %ile Term Code Skip Skip Skip Skip Dwell Dwell Dwell Dwell Stops (vph) 0 73 0 120 204 349 Fuel Used(gal) 0 2 0 15 9 15 CO Emissions (g/hr) 1 122 35 1076 612 1043 NOx Emissions (g/hr) 0 24 7 209 119 203 VOC Emissions (g/hr) 0 28 8 249 142 242 Dilemma Vehicles (#) 0 0 7 28 0 55 Queue Length 50th (ft) 0 26 0 37 59 106 Queue Length 95th (ft) 0 60 0 83 161 225 Internal Link Dist (ft) 403 675 5207 1021 Turn Bay Length (ft) Base Capacity (vph) 751 558 944 1312 711 1294 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Lanes, Volumes, Timings 3: US-89 05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Reduced v/c Ratio 0.00 0.18 0.12 0.30 0.58 0.58 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 47.2 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 8.6 Intersection LOS: A Intersection Capacity Utilization 69.7% ICU Level of Service C Analysis Period (min) 15 90th %ile Actuated Cycle: 55 70th %ile Actuated Cycle: 52.5 50th %ile Actuated Cycle: 49.3 30th %ile Actuated Cycle: 47.3 10th %ile Actuated Cycle: 31.8 Splits and Phases: 3: US-89 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 16 8 63 0 2 8 59 309 8 36 602 44 Future Volume (vph) 22 25 63 123 20 11 59 337 87 50 634 48 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 420 0 0 140 0 275 725 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.991 0.969 0.850 Flt Protected 0.977 0.962 0.950 0.950 Satd. Flow (prot) 0 1820 1583 0 1776 0 1770 1805 0 1770 1863 1583 Flt Permitted 0.843 0.962 0.327 0.492 Satd. Flow (perm) 0 1570 1583 0 1776 0 609 1805 0 916 1863 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 65 7 35 49 Link Speed (mph) 55 35 65 65 Link Distance (ft) 628 1914 575 5287 Travel Time (s) 7.8 37.3 6.0 55.5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 23 26 65 127 21 11 61 347 90 52 654 49 Shared Lane Traffic (%) Lane Group Flow (vph) 0 49 65 0 159 0 61 437 0 52 654 49 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 1 2 1 2 1 2 1 Detector Template Left Thru Right Left Thru Left Thru Left Thru Right Leading Detector (ft) 20 100 20 20 100 20 100 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 20 6 20 6 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft) 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Perm NA Perm NA Perm Protected Phases 4 8 2 6 Permitted Phases 4 4 8 2 6 6 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 4 8 8 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 22.5 22.5 22.5 22.5 32.5 32.5 32.5 32.5 32.5 Total Split (%) 40.9% 40.9% 40.9% 40.9% 40.9% 59.1% 59.1% 59.1% 59.1% 59.1% Maximum Green (s) 18.0 18.0 18.0 18.0 18.0 28.0 28.0 28.0 28.0 28.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None Min Min Min Min Min Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 0 0 0 0 Act Effct Green (s) 8.9 8.9 9.0 23.7 23.7 23.7 23.7 23.7 Actuated g/C Ratio 0.23 0.23 0.24 0.63 0.63 0.63 0.63 0.63 v/c Ratio 0.13 0.15 0.38 0.16 0.38 0.09 0.56 0.05 Control Delay 13.9 5.8 15.8 6.5 6.3 5.5 8.9 2.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.9 5.8 15.8 6.5 6.3 5.5 8.9 2.1 LOS B A B A A A A A Approach Delay 9.3 15.8 6.4 8.2 Approach LOS A B A A 90th %ile Green (s) 13.0 13.0 13.0 13.0 13.0 28.0 28.0 28.0 28.0 28.0 90th %ile Term Code Hold Hold Hold Gap Gap Hold Hold Max Max Max 70th %ile Green (s) 10.6 10.6 10.6 10.6 10.6 22.8 22.8 22.8 22.8 22.8 70th %ile Term Code Hold Hold Hold Gap Gap Hold Hold Gap Gap Gap 50th %ile Green (s) 8.6 8.6 8.6 8.6 8.6 17.6 17.6 17.6 17.6 17.6 50th %ile Term Code Hold Hold Hold Gap Gap Hold Hold Gap Gap Gap 30th %ile Green (s) 7.4 7.4 7.4 7.4 7.4 18.4 18.4 18.4 18.4 18.4 30th %ile Term Code Hold Hold Hold Gap Gap Dwell Dwell Dwell Dwell Dwell 10th %ile Green (s) 0.0 0.0 0.0 0.0 0.0 22.6 22.6 22.6 22.6 22.6 10th %ile Term Code Skip Skip Skip Skip Skip Dwell Dwell Dwell Dwell Dwell Stops (vph) 39 17 111 31 198 25 378 9 Fuel Used(gal) 1 1 3 3 21 2 34 2 CO Emissions (g/hr) 73 45 242 209 1458 174 2347 137 NOx Emissions (g/hr) 14 9 47 41 284 34 457 27 VOC Emissions (g/hr) 17 10 56 49 338 40 544 32 Dilemma Vehicles (#) 5 0 13 0 43 0 66 0 Queue Length 50th (ft) 7 0 24 6 42 4 82 0 Queue Length 95th (ft) 31 22 76 23 106 18 198 10 Internal Link Dist (ft) 548 1834 495 5207 Turn Bay Length (ft) 420 140 275 725 Base Capacity (vph) 777 817 883 465 1387 699 1423 1221 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Lanes, Volumes, Timings 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.08 0.18 0.13 0.32 0.07 0.46 0.04 Intersection Summary Area Type: Other Cycle Length: 55 Actuated Cycle Length: 37.9 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 8.5 Intersection LOS: A Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period (min) 15 90th %ile Actuated Cycle: 50 70th %ile Actuated Cycle: 42.4 50th %ile Actuated Cycle: 35.2 30th %ile Actuated Cycle: 34.8 10th %ile Actuated Cycle: 27.1 Splits and Phases: 9: US-89 & WY-239/County Rd 116 (Prater Canyon Rd) HCM 6th AWSC 6: County Road 117/County Rd 117 05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 9 Intersection LOS A Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 14 115 44 0 2 4 Future Vol, veh/h 14 277 100 4 4 4 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 355 128 5 5 5 Number of Lanes 1 0 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 0 Conflicting Approach RightNB EB Conflicting Lanes Right 1 0 1 HCM Control Delay 9.1 9 7.6 HCM LOS A A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 96% 5% 0% Vol Thru, % 4% 0% 50% Vol Right, % 0% 95% 50% Sign Control Stop Stop Stop Traffic Vol by Lane 104 291 8 LT Vol 100 14 0 Through Vol 4 0 4 RT Vol 0 277 4 Lane Flow Rate 133 373 10 Geometry Grp 1 1 1 Degree of Util (X) 0.182 0.388 0.013 Departure Headway (Hd) 4.906 3.74 4.547 Convergence, Y/N Yes Yes Yes Cap 736 966 787 Service Time 2.906 1.75 2.578 HCM Lane V/C Ratio 0.181 0.386 0.013 HCM Control Delay 9 9.1 7.6 HCM Lane LOS A A A HCM 95th-tile Q 0.7 1.9 0 HCM 6th TWSC 10: County Rd 116 (Prater Canyon Rd) & County Road 117 05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 6 28 8 50 93 4 Future Vol, veh/h 94 29 8 64 121 138 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 103 32 9 70 133 152 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 297 209 285 0 - 0 Stage 1 209 - - - - - Stage 2 88 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 694 831 1277 - - - Stage 1 826 - - - - - Stage 2 935 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 689 831 1277 - - - Mov Cap-2 Maneuver 689 - - - - - Stage 1 820 - - - - - Stage 2 935 - - - - - Approach EB NB SB HCM Control Delay, s 11.2 0.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1277 - 718 - - HCM Lane V/C Ratio 0.007 - 0.188 - - HCM Control Delay (s) 7.8 0 11.2 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.7 - - HCM 6th TWSC 15: Access A (Etna Hills)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 168 101 0 0 0 Future Vol, veh/h 6 413 199 0 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 449 216 0 0 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 216 0 - 0 679 216 Stage 1 - - - - 216 - Stage 2 - - - - 463 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1354 - - - 417 824 Stage 1 - - - - 820 - Stage 2 - - - - 634 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1354 - - - 414 824 Mov Cap-2 Maneuver - - - - 414 - Stage 1 - - - - 814 - Stage 2 - - - - 634 - Approach EB WB SB HCM Control Delay, s 0.1 0 9.4 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1354 - - - 824 HCM Lane V/C Ratio 0.005 - - - 0.004 HCM Control Delay (s) 7.7 0 - - 9.4 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 17: Access B (Etna Hills)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 4 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 168 0 0 101 0 0 Future Vol, veh/h 393 20 0 191 8 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 427 22 0 208 9 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 449 0 646 438 Stage 1 - - - - 438 - Stage 2 - - - - 208 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1111 - 436 619 Stage 1 - - - - 651 - Stage 2 - - - - 827 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1111 - 436 619 Mov Cap-2 Maneuver - - - - 436 - Stage 1 - - - - 651 - Stage 2 - - - - 827 - Approach EB WB NB HCM Control Delay, s 0 0 13 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 463 - - 1111 - HCM Lane V/C Ratio 0.023 - - - - HCM Control Delay (s) 13 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 20: Access C (Etna Hills)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 5 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 168 101 0 0 0 Future Vol, veh/h 17 378 182 1 1 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 411 198 1 1 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 199 0 - 0 646 199 Stage 1 - - - - 199 - Stage 2 - - - - 447 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1373 - - - 436 842 Stage 1 - - - - 835 - Stage 2 - - - - 644 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1373 - - - 429 842 Mov Cap-2 Maneuver - - - - 429 - Stage 1 - - - - 821 - Stage 2 - - - - 644 - Approach EB WB SB HCM Control Delay, s 0.3 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1373 - - - 768 HCM Lane V/C Ratio 0.013 - - - 0.014 HCM Control Delay (s) 7.7 0 - - 9.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC 21: Access D (Etna Hills)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 6 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 168 0 0 101 0 0 Future Vol, veh/h 358 21 1 172 11 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 389 23 1 187 12 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 412 0 590 401 Stage 1 - - - - 401 - Stage 2 - - - - 189 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1147 - 470 649 Stage 1 - - - - 676 - Stage 2 - - - - 843 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1147 - 470 649 Mov Cap-2 Maneuver - - - - 470 - Stage 1 - - - - 676 - Stage 2 - - - - 842 - Approach EB WB NB HCM Control Delay, s 0 0 12.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 481 - - 1147 - HCM Lane V/C Ratio 0.027 - - 0.001 - HCM Control Delay (s) 12.7 - - 8.1 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC 22: Access A (Clyde Dev.)/Access A (Prater Canyon Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 7 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 51 0 0 12 0 0 0 0 0 0 0 Future Vol, veh/h 10 145 6 0 149 0 3 0 0 1 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 158 7 0 162 0 3 0 0 1 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 162 0 0 165 0 0 348 346 162 346 349 162 Stage 1 - - - - - - 184 184 - 162 162 - Stage 2 - - - - - - 164 162 - 184 187 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1417 - - 1413 - - 607 577 883 608 575 883 Stage 1 - - - - - - 818 747 - 840 764 - Stage 2 - - - - - - 838 764 - 818 745 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1417 - - 1413 - - 600 572 883 604 570 883 Mov Cap-2 Maneuver - - - - - - 600 572 - 604 570 - Stage 1 - - - - - - 811 740 - 832 764 - Stage 2 - - - - - - 834 764 - 811 738 - Approach EB WB NB SB HCM Control Delay, s 0.5 0 11 9.5 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 600 1417 - - 1413 - - 808 HCM Lane V/C Ratio 0.005 0.008 - - - - - 0.007 HCM Control Delay (s) 11 7.6 0 - 0 - - 9.5 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC 24: Access E (Etna Hills)/Access F (Etna Hills)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 8 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 168 0 0 101 0 0 0 0 0 0 0 Future Vol, veh/h 0 345 14 1 165 0 8 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 375 15 1 179 0 9 0 1 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 179 0 0 390 0 0 564 564 383 564 571 179 Stage 1 - - - - - - 383 383 - 181 181 - Stage 2 - - - - - - 181 181 - 383 390 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1397 - - 1169 - - 436 435 664 436 431 864 Stage 1 - - - - - - 640 612 - 821 750 - Stage 2 - - - - - - 821 750 - 640 608 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1397 - - 1169 - - 436 435 664 435 431 864 Mov Cap-2 Maneuver - - - - - - 436 435 - 435 431 - Stage 1 - - - - - - 640 612 - 821 749 - Stage 2 - - - - - - 820 749 - 639 608 - Approach EB WB NB SB HCM Control Delay, s 0 0 13.1 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 453 1397 - - 1169 - - - HCM Lane V/C Ratio 0.022 - - - 0.001 - - - HCM Control Delay (s) 13.1 0 - - 8.1 0 - 0 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 27: Access G (Etna hills)/Access H (Etna Hills)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 9 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 168 0 0 101 0 0 0 0 0 0 0 Future Vol, veh/h 0 329 17 1 156 0 10 0 1 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 358 18 1 170 0 11 0 1 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 170 0 0 376 0 0 539 539 367 540 548 170 Stage 1 - - - - - - 367 367 - 172 172 - Stage 2 - - - - - - 172 172 - 368 376 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1407 - - 1182 - - 453 449 678 453 444 874 Stage 1 - - - - - - 653 622 - 830 756 - Stage 2 - - - - - - 830 756 - 652 616 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1407 - - 1182 - - 453 449 678 452 444 874 Mov Cap-2 Maneuver - - - - - - 453 449 - 452 444 - Stage 1 - - - - - - 653 622 - 830 755 - Stage 2 - - - - - - 829 755 - 651 616 - Approach EB WB NB SB HCM Control Delay, s 0 0.1 12.9 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 467 1407 - - 1182 - - - HCM Lane V/C Ratio 0.026 - - - 0.001 - - - HCM Control Delay (s) 12.9 0 - - 8 0 - 0 HCM Lane LOS B A - - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - HCM 6th TWSC 32: County Road 117 & Access A (Mountain Valley Estates)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 10 Intersection Int Delay, s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 55 0 0 93 Future Vol, veh/h 78 28 87 49 79 178 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 85 30 95 53 86 193 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 487 122 0 0 148 0 Stage 1 122 - - - - - Stage 2 365 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 540 929 - - 1434 - Stage 1 903 - - - - - Stage 2 702 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 504 929 - - 1434 - Mov Cap-2 Maneuver 504 - - - - - Stage 1 903 - - - - - Stage 2 655 - - - - - Approach WB NB SB HCM Control Delay, s 12.9 0 2.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 573 1434 - HCM Lane V/C Ratio - - 0.201 0.06 - HCM Control Delay (s) - - 12.9 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.7 0.2 - HCM 6th TWSC 35: County Road 117 & Access B (Mountain Valley Estates)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 11 Intersection Int Delay, s/veh 3.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 55 0 0 93 Future Vol, veh/h 78 28 108 49 79 177 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 85 30 117 53 86 192 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 508 144 0 0 170 0 Stage 1 144 - - - - - Stage 2 364 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 525 903 - - 1407 - Stage 1 883 - - - - - Stage 2 703 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 489 903 - - 1407 - Mov Cap-2 Maneuver 489 - - - - - Stage 1 883 - - - - - Stage 2 655 - - - - - Approach WB NB SB HCM Control Delay, s 13.2 0 2.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 556 1407 - HCM Lane V/C Ratio - - 0.207 0.061 - HCM Control Delay (s) - - 13.2 7.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.8 0.2 - HCM 6th TWSC 36: Access B (Clyde Dev.) & County Rd 116 (Prater Canyon Rd)05/31/2023 2047 + Project + Mit PM 12:09 am 05/17/2023 Synchro 11 Report Page 12 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 51 0 0 12 0 0 Future Vol, veh/h 140 6 0 146 3 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 152 7 0 159 3 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 159 0 315 156 Stage 1 - - - - 156 - Stage 2 - - - - 159 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1420 - 678 890 Stage 1 - - - - 872 - Stage 2 - - - - 870 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1420 - 678 890 Mov Cap-2 Maneuver - - - - 678 - Stage 1 - - - - 872 - Stage 2 - - - - 870 - Approach EB WB NB HCM Control Delay, s 0 0 10.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 678 - - 1420 - HCM Lane V/C Ratio 0.005 - - - - HCM Control Delay (s) 10.3 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - 44 Lincoln County Development TIS Appendix C – Trip Distribution Access ID Access Split In Out Access ID Access Split In Out Access ID Access Split In Out Access ID Access Split In Out A 7.29% 2.74% 4.27% G 50.00% 18.78% 29.27% A 7.29%4.45%1.79%G 50%30.49%12.30% B 19.79% 7.43% 11.58% H 50.00% 18.78% 29.27% B 19.79%12.07%4.87%H 50%30.49%12.30% C 10.42% 3.91% 6.10% G 50.00% 4.70% 1.75% C 10.42%6.36%2.56%G 50%3.20%4.32% D 25.00% 9.39% 14.63% H 50.00% 4.70% 1.75% D 25.00%15.25%6.15%H 50%3.20%4.32% E 16.67% 6.26% 9.76% G 50.00% 23.15% 17.70% E 16.67%10.17%4.10%G 50%13.83%27.36% F 20.83% 7.82% 12.19% H 50.00% 23.15% 17.70% F 20.83%12.70%5.12%H 50%13.83%27.36% A 7.29% 0.68% 0.26% G 50.00% 2.97% 1.20% A 7.29%0.47%0.63%G 50%2.11%5.05% B 19.79% 1.86% 0.69% H 50.00% 2.97% 1.20% B 19.79%1.27%1.71%H 50%2.11%5.05% C 10.42% 0.98% 0.37% G 50.00% 0.41% 0.08% C 10.42%0.67%0.90%G 50%0.36%0.98% D 25.00% 2.35% 0.88% H 50.00% 0.41% 0.08% D 25.00%1.60%2.16%H 50%0.36%0.98% E 16.67% 1.57% 0.58% E 16.67%1.07%1.44% F 20.83% 1.96% 0.73% F 20.83%1.33%1.80% A 7.29% 3.37% 2.58%Access ID Access Split In Out A 7.29% 2.02% 3.99% Access ID Access Split In Out B 19.79% 9.16% 7.01% B 52.38% 19.67% 30.66% B 19.79%5.47%10.83%B 52.38%31.95%12.88% C 10.42% 4.82% 3.69% G 47.62% 17.89% 27.87% C 10.42%2.88%5.70%G 47.62%29.04%11.71% D 25.00% 11.57% 8.85% B 52.38% 4.92% 1.84% D 25.00%6.91%13.68%B 52.38%3.35%4.52% E 16.67% 7.72% 5.90% G 47.62% 4.47% 1.67% E 16.67%4.61%9.12%G 47.62%3.05%4.11% F 20.83% 9.64% 7.38% B 52.38% 24.25% 18.55% F 20.83%5.76%11.40%B 52.38%14.49%28.66% A 7.29% 0.43% 0.17% G 47.62% 22.04% 16.86% A 7.29%0.31%0.74%G 47.62%13.17%26.06% B 19.79% 1.17% 0.47% B 52.38% 3.11% 1.25% B 19.79%0.84%2.00%B 52.38%2.21%5.29% C 10.42% 0.62% 0.25% G 47.62% 2.82% 1.14% C 10.42%0.44%1.05%G 47.62%2.01%4.81% D 25.00% 1.48% 0.60% B 52.38% 0.43% 0.08% D 25.00%1.06%2.52%B 52.38%0.38%1.02% E 16.67% 0.99% 0.40% G 47.62% 0.39% 0.08% E 16.67%0.70%1.68%G 47.62%0.35%0.93% F 20.83% 1.24% 0.50% F 20.83%0.88%2.10% A 7.29% 0.06% 0.01% A 7.29%0.05%0.14% B 19.79% 0.16% 0.03%Access ID Access Split In Out B 19.79% 0.14% 0.39% Access ID Access Split In Out C 10.42% 0.09% 0.02% H 50.00% 18.78% 29.27% C 10.42%0.08%0.20%H 50%30.49%12.30% D 25.00% 0.21% 0.04% I 50.00% 18.78% 29.27% D 25.00%0.18%0.49%I 50%30.49%12.30% E 16.67% 0.14% 0.03% H 50.00% 4.70% 1.75% E 16.67%0.12%0.33%H 50%3.20%4.32% F 20.83% 0.17% 0.03% I 50.00% 4.70% 1.75% F 20.83%0.15%0.41%I 50%3.20%4.32% H 50.00% 23.15% 17.70% H 50%13.83%27.36% I 50.00% 23.15% 17.70% I 50%13.83%27.36% H 50.00% 2.97% 1.20% H 50%2.11%5.05% I 50.00% 2.97% 1.20% I 50%2.11%5.05% H 50.00% 0.41% 0.08% H 50%0.36%0.98% I 50.00% 0.41% 0.08% I 50%0.36%0.98% Vista Hills Access Trip Distributions AM Peak Hour Access Trip Distributions PM Peak Hour Etna Ranch Etna RanchVista Hills Prater Canyon Mtn Valley Estates Mtn Valley Estates Prater Canyon