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Home My WebLink About1.10 Transportation Impact Study 1580 Logan Street | 6th floor | Denver, CO 80203 Phone: 303.652.3571 | www.FoxTuttle.com MEMORANDUM To: Talisker Club | Storied Deer Valley, LLC From: Cassie Slade, PE, PTOE Date: December 2, 2024 Project: Spring Valley Ranch – Garfield County, Colorado Subject: Transportation Impact Study Executive Summary Spring Valley Ranch Spring Valley Ranch Spring Valley Ranch Spring Valley Ranch Spring Valley Ranch Spring Valley Ranch Spring Valley Ranch Spring Valley Ranch - Garfield County, CO (FT# 24080) Traffic Review Land Use Size Unit Rate Total In Out Rate Total In Out Rate Total In Out Rate Total In Out Employee Housing #210 - Single-Family Detached Housing 30 units 0.97 0.91 1.00 9.43 257 129 128 0.70 20 5 15 0.94 26 16 10 0.92 25 14 11 #220 - Multifamily Housing (Low-Rise)45 ksf 0.97 0.91 1.00 6.74 276 138 138 0.40 17 4 13 0.51 21 13 8 0.51 21 13 8 Luxury Housing #210 - Single-Family Detached Housing 502 units 0.97 0.91 0.50 9.43 2154 1077 1077 0.70 170 43 127 0.94 215 135 80 0.92 210 113 97 Public Commerce Amenity #814 - Variety Store [General Store]3.5 ksf 0.97 0.91 0.40 63.66 81 41 40 3.04 4 2 2 6.70 9 5 4 3.86 5 2 3 #411 - Public Park 5 acres 0.97 0.91 0.50 42 21 21 0.02 0 0 0 10 6 4 12 7 5 #732 - US Post Office [Mail Room]1.0 ksf 0.97 0.91 0.00 103.94 0 0 0 8.28 0 0 0 11.21 0 0 0 5.33 0 0 0 #712 - Small Office Building 1.0 ksf 0.97 0.91 1.00 14.39 13 7 6 1.67 2 2 0 2.16 2 1 1 0.79 1 0 1 Clubhouse Village #430 - Golf Course 18 holes 0.97 0.91 0.25 30.38 124 62 62 1.76 8 6 2 2.91 12 6 6 3.03 12 6 6 #430 - Golf Course [Par 3]12 holes 0.97 0.91 0.25 30.38 83 42 41 1.76 5 4 1 2.91 8 4 4 3.03 8 4 4 #210 - Single-Family Detached Housing [for lodging use] 10 units 0.97 0.91 0.50 9.43 43 22 21 0.70 3 1 2 0.94 4 3 1 0.92 4 2 2 #493 - Athletic Club 17.0 ksf 0.97 0.91 0.00 28.82 0 0 0 3.16 0 0 0 6.29 0 0 0 8.60 0 0 0 Fire Station 5.0 ksf 0.97 0.91 1.00 50 25 25 10 5 5 10 5 5 10 5 5 #495 - Recreational Community Center [Family Barn] 12.0 ksf 0.97 0.91 0.25 28.82 79 40 39 1.91 6 4 2 2.50 7 3 4 1.07 3 2 1 Metro District / Corporation Yard #170 - Utility [Metro district office and yard]25.0 employ ees 0.97 0.91 0.80 3.85 70 35 35 0.71 14 12 2 0.75 14 2 12 0.38 7 4 3 West Ridge Amenity #492 - Health/Fitness Club 6.5 ksf 0.97 0.91 0.00 28.82 0 0 0 1.31 0 0 0 3.45 0 0 0 3.19 0 0 0 Mountain Terrain Park Amenity #466 - Snow Ski Area 3.0 lifts 0.97 0.91 0.00 281.42 0 0 0 24.63 0 0 0 33.77 0 0 0 76.23 0 0 0 North Mountain Park Amenity #931 - Fine Dining Restaurant 4.0 ksf 0.97 0.91 0.00 83.84 0 0 0 0.73 0 0 0 7.80 0 0 0 10.68 0 0 0 Aspen Ridge Park Amenity #411 - Public Park 15 acres 0.97 0.91 0.50 45 23 22 0.02 0 0 0 11 6 5 13 7 6 3,317 1,662 1,655 259 88 171 349 205 144 331 179 152 TIS 5,703 506 170 336 624 369 255 514 247 267 Difference 2,386 247 82 165 275 164 111 183 68 115 42%49%44%36% Total Trips Source: ITE Trip Generation 11th Edition, 2021. Table 1 - Updated Trip Generation AM Internal Capture PM/ Sat Internal Capture Reduction Weekday Saturday Average Daily Trips AM Peak Hour Trips PM Peak Hour Trips Midday Peak Hour Trips Fox Tuttle Transportation Group 10/11/2024 CR 115 I-70 S H 8 2 1 4 6 75 2 3 1. SH 82at Red Canyon Rd (CR 115) 2. RedCanyon Rd(CR 115) at Future WestAccess 4. SH 82at SpringValley Rd (CR 114) 3. Spring Valley Rd(CR 114) at Future EastAccess 5. SpringValley Rd (CR 114) atFrontage Rd 6. Spring Valley Rd (CR 114) at CMC West Access 7. Spring ValleyRd (CR 114) at CMC East Access NOTE: VOLUMES ARE FROMTHE TRANSPORTATIONIMPACT STUDY FOR SPRINGVALLEY RANCH BYMCDOWELL ENGINEERING,LLC (JANUARY 2023) Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE YEAR 2022 EXISTING TRAFFIC VOLUMES SPRING VALLEY RANCH TRAFFIC IMAPCT STUDY REVIEW 24080 NTS 10/11/2024 CRS 1 CR 115 I-70 S H 8 2 1 4 6 75 2 3 1. SH 82at Red Canyon Rd (CR 115) 2. RedCanyon Rd(CR 115) at Future WestAccess 4. SH 82at SpringValley Rd (CR 114) 3. Spring Valley Rd(CR 114) at Future EastAccess 5. SpringValley Rd (CR 114) atFrontage Rd 6. Spring Valley Rd (CR 114) at CMC West Access 7. Spring ValleyRd (CR 114) at CMC East Access NOTE: VOLUMES ARE FROMTHE TRANSPORTATIONIMPACT STUDY FOR SPRINGVALLEY RANCH BYMCDOWELL ENGINEERING,LLC (JANUARY 2023) Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE TRIP ASSIGNMENT - FROM TIS (BY McDOWELL) SPRING VALLEY RANCH TRAFFIC IMAPCT STUDY REVIEW 24080 NTS 10/11/2024 CRS 2 CR 115 I-70 S H 8 2 1 4 6 75 2 3 1. SH 82at Red Canyon Rd (CR 115) 2. RedCanyon Rd(CR 115) at Future WestAccess 4. SH 82at SpringValley Rd (CR 114) 3. Spring Valley Rd(CR 114) at Future EastAccess 5. SpringValley Rd (CR 114) atFrontage Rd 6. Spring Valley Rd (CR 114) at CMC West Access 7. Spring ValleyRd (CR 114) at CMC East Access Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE UPDATED TRIP ASSIGNMENT SPRING VALLEY RANCH TRAFFIC IMAPCT STUDY REVIEW 24080 NTS 10/11/2024 CRS 3 CR 115 I-70 S H 8 2 1 4 6 75 2 3 1. SH 82at Red Canyon Rd (CR 115) 2. RedCanyon Rd(CR 115) at Future WestAccess 4. SH 82at SpringValley Rd (CR 114) 3. Spring Valley Rd(CR 114) at Future EastAccess 5. SpringValley Rd (CR 114) atFrontage Rd 6. Spring Valley Rd (CR 114) at CMC West Access 7. Spring ValleyRd (CR 114) at CMC East Access Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE DIFFERENCE IN TRIPS (TIS MINUS UPDATED) SPRING VALLEY RANCH TRAFFIC IMAPCT STUDY REVIEW 24080 NTS 10/11/2024 CRS 4 CR 115 I-70 S H 8 2 1 4 6 75 2 3 1. SH 82at Red Canyon Rd (CR 115) 2. RedCanyon Rd(CR 115) at Future WestAccess 4. SH 82at SpringValley Rd (CR 114) 3. Spring Valley Rd(CR 114) at Future EastAccess 5. SpringValley Rd (CR 114) atFrontage Rd 6. Spring Valley Rd (CR 114) at CMC West Access 7. Spring ValleyRd (CR 114) at CMC East Access A C C E L A C C E L INCR E A S E T O A C C E L IN C R E A S E T O IN C R E A S E T O IN C R E A S E T O IN C R E A S E T O I N C R E A S E T O Original ScaleProject #Date Drawn by Figure # T r a n s p o r o puG rnoiatt FOX TUTTLE ROADWAY AND INTERSECTION IMPROVEMENTS SPRING VALLEY RANCH TRAFFIC IMAPCT STUDY REVIEW 24080 NTS 10/11/2024 CRS 5 May 23, 2024 Garfield County Planning ATTN: Glenn Hartmann 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 RE: Spring Valley Ranch PUD Amendment (PUAA-05-23-8967) Response to February 23, 2024 Letter from Michael Kenealy We are in receipt of a letter dated February 23, 2024 addressed to Garfield County in response to the Spring Valley Ranch PUD from Michael Kenealy. Our comments are specifically related to the discussion regarding CR110. 1.As a part of our initial scoping process, we produced a "scoping and methodology document" that was submitted to CDOT and Garfield County. This document is included in the Appendix of our TIS. In that document, we focused upon the distribution of traffic to/from the project site onto the surrounding roadway. We identified CR114 (Spring Valley Road) and CR115 (Red Canyon Road) as the main contributors to traffic volumes. We received written confirmation from CDOT on this accepted methodology and did not receive any response from Garfield County. 2.Based upon travel distance, CR110 appears to be a shorter route to/from SH82 south of the project site. Our traffic study estimated approximately 30% of the traffic volume to/from the site will originate from/to the south towards Carbondale. It is likely that a certain percentage of this traffic may utilize CR110. 3.The traffic volumes that would utilize CR110 will not have any operational changes on the CR114 intersection, and all of the recommendations will remain the same for CR114. 4.Many of the popular mobile phone apps (Google Maps, Apple, etc.) may show traffic routing over CR110. These mapping applications do not take into consideration factors such as roadway width, grade, road hazards, etc. 5.If the County agrees that they would like to discourage through traffic along this route, the County should consider installing "local traffic only" signage, as well as reaching out to the owners of the above-mentioned mobile phone mapping apps and requesting that this route be removed from their databases. Please contact me directly with any questions about this information. Sincerely, McDowell Engineering Greg Schroeder, PE Traffic/Transportation Engineer Cc: Jon Fredericks, LANDWEST Colorado December 20, 2023 Garfield County Community Development Department ATTN: Glenn Hartmann, Community Development Director 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 RE: Spring Valley Ranch – Response to Traffic Completeness Comments Glenn: Please find enclosed the following responses to the traffic related completeness comments. Our responses are shown in the blue bold type. From 10/25/23 County Letter: •Traffic Study needs to clarify and summarize specific impacts and improvements required, including intersection improvements – per Chris Hales comments. Clarification on queuing lengths and coordination/timing of improvement with other projects needs to be addressed. McDowell Engineering Response: Improvements that are necessary are summarized in Section 5.0, Transportation Impact Analysis. Much of the emphasis is on the SH 82 and Spring Valley Road intersection. Per CDOT’s Access Code, turn lane infrastructure is identified and is shown schematically in Figure 10, Page 34 of the TIS. Additionally, signal timing recommendations are also detailed in this section. CDOT will use these recommendations for their access permit requirements. •Traffic Study needs to provide assessment of traffic impacts if County Road 115 is closed – per Dan Cokely comments. McDowell Engineering Response: See response below. •Dan Cokely, consulting engineer technical comments on Traffic Study including adjustments to trip reduction assumptions needs to be addressed. McDowell Engineering Response: McDowell Engineering reached out with a conference call with Dan Cokley. During that meeting, several comments were discussed, as explained below. Chris Hale Comment: •The traffic analysis is thorough however the recommendations for improvements to each of the intersections was not apparent. Spring Valley Ranch Page 2 of 4 McDowell Engineering Response: Much of the recommendations for turn lanes are included in Tables 7 and 8. It should be noted that Garfield County does not have turn lane warrants within its code. Therefore, they are provided for reference only, and as a general guidance. In addition, HCM analysis has been performed on all of these intersections, and reviewing agencies can use these metrics to identify any existing deficiencies regarding operational characteristics. Dan Cokely Comments: • Internal Trip Reduction – I do not necessarily agree with the methodology used and the reductions applied but need to get into more detail to technically express that. o The SHAC reduction for residential mixed use is acceptable at 2% and 8% (Section 4.3 & Table 4) o The GarCo vs On-site employee housing reduction should apply only to “work trips”, 4 per day. Which equates to 14% rather than 23% (Table 4) o I do not agree with the Non-Residential trip reduction in Table 5 and would need to spend more time, or have a discussion with McDowell. The standard is to use NCHRP #684 Internal Trip Reduction spreadsheet. Which would result in lower trip reductions. It may not affect the final conclusions. McDowell Engineering Response: McDowell Engineering reached out with a conference call with Dan Cokley. During that meeting, our methodology and trip reductions were discussed and explained to Dan. We also discussed that we had sent this methodology to CDOT (per the TIS Appendix) that identified the trip reduction and that CDOT was acceptable to the method. Therefore, Dan felt comfortable with the methods utilized in the TIS. The employee housing reduction was rechecked and is correct at the 23% as stated. This is based upon the 58 of the 75 available housing units will be for non-SVR employees (Section 4.1 of the TIS) • Directional Distribution – Assuming a 95% (CR 114) and 5% (CR 115) is reasonable if CR 115 is to remain open to public use. If it will be closed, except to emergency vehicles, if a project of this size is approved, the assumption should be used that all traffic uses CR 114. Would like input from the County here. This also probably does not change the conclusions. McDowell Engineering Response: If CR115 were to be closed and no traffic was routed through this intersection, the 5% of distribution that previously utilized CR115 would be applied to intersections #4 & #5 as shown below: Spring Valley Ranch Page 3 of 4 Intersection Movement Project Generated Volumes w/ CR115 Open (am/pm/sat in vph) Project Generated Volumes w/ CR115 Closed (am/pm/sat in vph) Impacts #4 (SH82 & Spring Valley Road) Westbound Right 218/166/174 235/179/187 No net changes in infrastructure recommendations #4 (SH82 & Spring Valley Road) Southbound Left 111/240/161 119/258/173 No net changes in infrastructure recommendations #5 (Spring Valley Road & Frontage Road) Westbound Through 319/242/254 336/255/267 No net changes in infrastructure recommendations These changes would be reflected on Figure 7 in the TIS, as shown: Figure 1: Project Generated Traffic Assignment with CR115 CLOSED (Revised Figure 7 in TIS) Spring Valley Ranch Page 4 of 4 Figure 2: Project Generated Traffic Assignment with CR115 Open (Original Figure 7 in TIS) • CR 114 and CR 115 improvements – Are generally triggered by existing volumes. Would the County like any input on share percentage or anything else from SGM here? McDowell Engineering Response: This is a correct statement in that the existing traffic volumes are currently triggering the needed improvements at both intersections, per CDOT’s Access Code. CDOT Comment • This development still needs to formally submit a traffic study to CDOT and access permit applications for the GCR 115 and 114. Garfield County is the permittee since they own those facilities, or they can delegate permitting authority to the developer and the developer can be the permittee on behalf of the County. McDowell Engineering Response: The TIS has been prepared per CDOT’s Access Code and is suitable for submission to CDOT for their review. Please contact me directly with any questions about this information. Sincerely, McDowell Engineering Greg Schroeder, PE Traffic/Transportation Engineer Transportation Impact Study For Spring Valley Ranch Garfield County, CO January 31, 2023 PREPARED FOR: Storied Development, LLC 9875 N. Tuhaye Park Kamas, UT 84036 Contact: Rich Wagner PREPARED BY: McDowell Engineering, LLC PO Box 4259 Eagle, CO 81631 970.623.078 Contact: Kari J. McDowell Schroeder, PE, PTOE Project Number: M1591 Spring Valley Ranch January 31, 2023 Page 2 Statement of Engineering Qualifications Kari J. McDowell Schroeder, PE, PTOE is a Transportation and Traffic Engineer for McDowell Engineering, LLC. Ms. McDowell Schroeder has over twenty-five years of extensive traffic and transportation engineering experience. She has completed numerous transportation studies and roadway design projects throughout the State of Colorado. Ms. McDowell Schroeder is a licensed Professional Engineer in the State of Colorado and has her certification as a Professional Traffic Operations Engineer from the Institute of Transportation Engineers. Spring Valley Ranch January 31, 2023 Page 3 Table of Contents 1.0 PROJECT DESCRIPTION ............................................................................................................................... 5 1.1 PROJECT PHASING............................................................................................................................................... 9 1.2 PROJECT ACCESS LOCATIONS ................................................................................................................................. 9 1.3 INTERSECTION ANALYSIS LOCATIONS ....................................................................................................................... 9 2.0 EXISTING CONDITIONS ............................................................................................................................. 10 2.1 DESCRIPTION OF EXISTING TRANSPORTATION SYSTEM .............................................................................................. 10 2.2 EXISTING TRAFFIC DATA ..................................................................................................................................... 10 3.0 FUTURE TRAFFIC PROJECTIONS ................................................................................................................ 12 3.1 EXISTING & COMMITTED CAPITAL IMPROVEMENT PROJECTS ..................................................................................... 12 3.2 PLANNED OR EXISTING LAND DEVELOPMENT PROJECTS ............................................................................................ 12 3.3 BACKGROUND TRAFFIC GROWTH ......................................................................................................................... 12 3.4 BACKGROUND TRAFFIC LEVEL OF SERVICE .............................................................................................................. 15 4.0 PROJECT TRAFFIC...................................................................................................................................... 20 4.1 TRIP GENERATION ............................................................................................................................................. 20 4.2 MULTIMODAL REDUCTION ................................................................................................................................. 24 4.3 INTERNAL TRIP REDUCTION ................................................................................................................................. 24 4.4 SITE-GENERATED TRAFFIC .................................................................................................................................. 24 4.5 SITE–GENERATED DIRECTIONAL DISTRIBUTION ....................................................................................................... 25 4.6 TRIP ASSIGNMENT ............................................................................................................................................ 25 4.7 TOTAL TRAFFIC ................................................................................................................................................. 25 5.0 TRANSPORTATION IMPACT ANALYSIS ...................................................................................................... 31 5.1 AUXILIARY TURN LANES ..................................................................................................................................... 31 5.2 TOTAL TRAFFIC LEVELS OF SERVICE ....................................................................................................................... 35 5.3 SIMTRAFFIC ANALYSIS ....................................................................................................................................... 39 5.4 SITE ACCESSES SIGHT DISTANCE........................................................................................................................... 42 5.5 STATE HIGHWAY ACCESS PERMIT ......................................................................................................................... 44 6.0 RECOMMENDATIONS AND CONCLUSIONS ............................................................................................... 45 7.0 APPENDIX ................................................................................................................................................. 48 Spring Valley Ranch January 31, 2023 Page 4 Figures and Tables FIGURE 1: VICINITY MAP ....................................................................................................................... 6 FIGURE 2: SITE PLAN ............................................................................................................................ 8 FIGURE 3: YEAR 2022 EXISTING TRAFFIC ................................................................................................ 11 FIGURE 4: YEAR 2023 BACKGROUND TRAFFIC VOLUMES ........................................................................... 13 FIGURE 5: YEAR 2045 BACKGROUND TRAFFIC VOLUMES ........................................................................... 14 FIGURE 6: PROJECT GENERATED TRAFFIC DISTRIBUTION ............................................................................ 27 FIGURE 7: SITE-GENERATED TRAFFIC ASSIGNMENT ................................................................................... 28 FIGURE 8: YEAR 2023 TOTAL TRAFFIC ................................................................................................... 29 FIGURE 9: YEAR 2045 TOTAL TRAFFIC ................................................................................................... 30 FIGURE 10: LANE CONFIGURATIONS FOR INTERSECTIONS #4 AND #5 ........................................................... 34 FIGURE 11: INTERSECTIONS #4 AND #5 .................................................................................................. 40 FIGURE 12: 170 SECOND DEFAULT SIGNAL TIMING .................................................................................. 40 FIGURE 13: 180 SECOND PROPOSED SIGNAL TIMING ............................................................................... 40 FIGURE 14: AASHTO GREENBOOK TABLE 3-1. STOPPING SIGHT DISTANCE ON LEVEL ROADWAYS .................... 42 FIGURE 15: AASHTO GREENBOOK TABLE 3-2. STOPPING SIGHT DISTANCE ON GRADES ................................. 43 FIGURE 16: AASHTO GREENBOOK TABLE 3-3. DECISION SIGHT DISTANCE .................................................. 43 TABLE 1: YEAR HCM LEVEL OF SERVICE CRITERIA ..................................................................................... 15 TABLE 2: YEAR 2023 BACKGROUND TRAFFIC LEVEL OF SERVICE .................................................................. 16 TABLE 3: YEAR 2045 BACKGROUND TRAFFIC LEVEL OF SERVICE .................................................................. 17 TABLE 4: SPRING VALLEY RANCH RESIDENTIAL TRIP GENERATION ................................................................ 21 TABLE 5: SPRING VALLEY RANCH NON-RESIDENTIAL TRIP GENERATION 1 ..................................................... 22 TABLE 6: SPRING VALLEY RANCH NON-RESIDENTIAL TRIP GENERATION 2 ..................................................... 23 TABLE 7: AUXILIARY TURN LANE RECOMMENDATIONS PART 1 .................................................................... 32 TABLE 8: AUXILIARY TURN LANE RECOMMENDATIONS PART 2 .................................................................... 33 TABLE 9: YEAR 2023 TOTAL TRAFFIC LEVEL OF SERVICE ............................................................................ 36 TABLE 10: YEAR 2045 TOTAL TRAFFIC LEVEL OF SERVICE .......................................................................... 37 TABLE 11: SIMTRAFFIC QUEUE LENGTH SUMMARY .................................................................................. 41 TABLE 12: SIMTRAFFIC TOTAL DELAY SUMMARY ..................................................................................... 41 Spring Valley Ranch January 31, 2023 Page 5 1.0 Project Description McDowell Engineering has prepared this Transportation Impact Study (TIS) for the proposed Spring Valley Ranch (SVR) development in Garfield County, Colorado. The purpose of this TIS is to forecast and analyze the impacts of the additional traffic volumes associated with the addition of the proposed development on the surrounding roadway network. The development is located approximately three miles northeast of the State Highway 82 (SH 82) and County Road 114/Spring Valley Road intersection. The development is directly north of the County Road 114 (CR 114) and County Road 115 (CR 115)/ Red Canyon Road intersection. The property currently has one existing ranch house with accessory structures. Additionally, there are a few residential homes located to the east and west of the parcel. SVR is a proposed residential community which focuses on recreational activities. The development will include housing and residential homes on larger lots. Additionally, the development will include a golf course, a clubhouse, a trailhead recreation center, and a village commercial district. The mixed- use district would include several on-site amenities such as restaurants, athletic club, grocery, post office, and other amenities for SVR residents. The location of proposed development is shown in the vicinity map in Figure 1. Spring Valley Ranch January 31, 2023 Page 6 Figure 1: Vicinity Map N Spring Valley Ranch January 31, 2023 Page 7 The project is proposing two accesses located on the south side of the lot. The two accesses will be paved and have direct connectivity to CR 115. The internal traffic is two-way. The proposed site plan is shown in Figure 2. Spring Valley Ranch January 31, 2023 Page 8 Figure 2: Site Plan West Access East Access Spring Valley Ranch January 31, 2023 Page 9 1.1 Project Phasing The SVR development is proposed to be constructed in eight phases. However, this study analyzes a buildout condition of the project with estimated completion in Year 2023. Analysis has been performed for both short-term buildout Year 2023 conditions as well as the long-range planning Year 2045. 1.2 Project Access Locations The project site will have two accesses with direct connectivity to I ½ Rd. Refer to the site plan in Figure 3. 1. Spring Valley Ranch West Access & CR 115/Red Canyon Road 2. Spring Valley Ranch East Access & CR 115/Red Canyon Road 1.3 Intersection Analysis Locations In addition to site accesses, this report also studies five additional off-site intersections: 1. SH 82 & CR 115/Red Canyon Road 2. SH 82 & CR 114/Spring Valley Road 3. Frontage Road & CR 114/Spring Valley Road 4. Colorado Mountain College (CMC) West Access & CR 114/Spring Valley Road 5. CMC East Access & CR 114/Spring Valley Road Spring Valley Ranch January 31, 2023 Page 10 2.0 Existing Conditions 2.1 Description of Existing Transportation System State Highway 82: SH 82 is a four-lane, east-west roadway connecting Interstate-70 to State Highway 24. SH 82 has been classified as an Expressway (E-X) by Colorado Department of Transportation’s Online Transportation Information System 1 (OTIS). The posted speed limit on SH 82 within the vicinity of the project is 55mph. County Road 114/Spring Valley Road: CR 114 is a two-lane, north-south roadway connecting SH 82 to CR 115/Red Canyon Road. The local name for CR 114 is Spring Valley Road. CR 114 is classified as a minor collector by Garfield County Roadway Standards 2. The posted speed limit of CR 114 within the vicinity of the project is 25mph. County Road 115/Red Canyon Road: CR 115 is a two-lane, east-west roadway connecting SH 82 to CR 114/Spring Valley Road. The local name for CR 115 is Red Canyon Road. CR 115 is classified as a secondary access by Garfield County Roadway Standards2. The posted speed limit of CR 115 within the vicinity of the project is 25mph. 2.2 Existing Traffic Data Current Year 2022 traffic data was collected at several intersections near the vicinity of the site. Weekday peak hour turning movement counts were taken on Thursday, October 20, 2022, and on Thursday, November 3, 2022. Both count dates were taken from 6:00-9:00 am and 4:00-6:00 pm. Saturday peak hour turning movement counts were taken on Saturday, October 22, 2022, and on Saturday, November 5, 2022. Both count dates were taken from 11am – 1pm. Counts were taken at these intersections: 1. SH 82 and CR 114/Spring Valley Road 2. SH 82 and CR 115/Red Canyon Road 3. CR 114/Spring Valley Road & Frontage Road 4. CMC West Access & CR 114/Spring Valley Road 5. CMC East Access & CR 114/Spring Valley Road Additionally, weeklong (168 hour) average daily traffic counts were taken from Wednesday, October 19, 2022 – Tuesday, October 25, 2022. Counts were taken at two separate locations. One count was taken on CR 115 Road approximately 900ft east of the CR 115 and CR 120 intersection. The second count was taken on CR 114 approximately 1,750 ft east of the SH 82 and CR 114 intersection. Current Year 2022 traffic data can be found in Figure 3. Data collected can be seen in the Appendix. 1 Colorado Department of Transportation, Online Transportation Information System, 2022. 2 Garfield County, Colorado Land Use and Development Code, Table 7-107: Roadway Standards, page 7-4, May 11, 2020. Dϭϱϵϭ W 'ůĞŶǁŽŽĚ^ƉƌŝŶŐƐ͕K &ŝŐƵƌĞϯ͗zĞĂƌϮϬϮϮǆŝƐƚŝŶŐdƌĂĨĨŝĐ WƌŽũĞĐƚEƵŵďĞƌ WƌĞƉĂƌĞĚǇ ^ƉƌŝŶŐsĂůůĞǇZĂŶĐŚ ϮͬϮϭͬϮϬϮϯ dƵƌŶŝŶŐDŽǀĞŵĞŶƚƐ >'E͗ ŝƌĞĐƚŝŽŶĂůŝƐƚƌŝďƵƚŝŽŶс/ŶďŽƵŶĚй;KƵƚďŽƵŶĚйͿ DͬWDsŽůƵŵĞƐс yyͬyysW,;ŝŶWƐͿ ϰ ϱ ϯ Ϯ ϳ ϲ ϭ 0/0/0 0/0/1 0/0/0 2/3/0 0/1/0 18/6/0 0/0/0 27/44/20 0/ 1 / 2 4/ 2 / 2 79 0 / 1 , 9 3 2 / 9 2 0 16 / 1 2 / 4 0/ 0 / 1 41 / 1 5 / 7 1, 7 5 4 / 7 3 2 / 7 7 9 0/ 0 / 0 1 0/0/0 14/12/11 0/0/0 0/0/0 8/13/14 0/0/0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 2 0/0/0 14/12/11 0/0/0 0/0/0 8/13/14 0/0/0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 3 0/0/0 20/40/22 43/50/16 183/62/53 0/0/0 84/77/62 57/48/24 83/264/176 3/ 7 / 2 6 57 / 1 2 2 / 4 0 57 9 / 1 , 6 5 2 / 6 7 9 35 / 7 6 / 7 1 0/ 1 / 0 19 1 / 9 7 / 1 3 3 1, 5 3 2 / 6 9 1 / 6 5 5 51 / 2 7 / 2 6 4 11/13/3 143/109/146 116/101/72 8/4/1 178/287/218 2/2/1 40 / 8 3 / 3 2 0/ 2 / 1 5/ 1 0 / 4 0/ 1 / 0 2/ 2 / 0 8/ 1 8 / 4 5 18/36/41 3/2/18 40 / 7 8 / 1 0 3 53 / 4 3 / 3 5 1/ 4 / 6 45 / 6 3 / 1 3 2 6 12/53/30 5/22/17 0/5/0 68/27/32 1/ 1 6 / 2 2 1/ 4 / 0 7 Spring Valley Ranch January 31, 2023 Page 12 3.0 Future Traffic Projections 3.1 Existing & Committed Capital Improvement Projects There are no existing or committed capital improvement projects near the vicinity of the project. 3.2 Planned or Existing Land Development Projects The Lake Springs Ranch PUD is a residential development adjacent to the south. This proposed development has 92 potential homesites. 3.3 Background Traffic Growth Garfield County’s Comprehensive Plan 20302 was used to obtain growth rates for non- CDOT roads such as CR 115 and CR 114. CR 114 and CR 115 both have an estimated growth rate of 0.88%. CDOT’s OTIS1 data was used to forecast traffic on SH 82. The 20-year factor of 1.25 equates to an annual growth rate of 1.12%. Projected Year 2023 and 2045 background traffic can be seen in Figure 4 and Figure 5. Dϭϱϵϭ W 'ůĞŶǁŽŽĚ^ƉƌŝŶŐƐ͕K &ŝŐƵƌĞϰ͗zĞĂƌϮϬϮϯĂĐŬŐƌŽƵŶĚdƌĂĨĨŝĐ WƌŽũĞĐƚEƵŵďĞƌ WƌĞƉĂƌĞĚǇ ^ƉƌŝŶŐsĂůůĞǇZĂŶĐŚ ϮͬϮϭͬϮϬϮϯ dƵƌŶŝŶŐDŽǀĞŵĞŶƚƐ >'E͗ ŝƌĞĐƚŝŽŶĂůŝƐƚƌŝďƵƚŝŽŶс/ŶďŽƵŶĚй;KƵƚďŽƵŶĚйͿ DͬWDsŽůƵŵĞƐс yyͬyysW,;ŝŶWƐͿ ϰ ϱ ϯ Ϯ ϳ ϲ ϭ 0/0/0 0/0/1 0/0/0 2/3/0 0/1/0 18/6/0 0/0/0 27/44/20 0/ 1 / 2 4/ 2 / 2 85 4 / 2 , 0 9 0 / 9 9 5 16 / 1 2 / 4 0/ 0 / 1 41 / 1 5 / 7 1, 8 9 8 / 7 9 2 / 8 4 3 0/ 0 / 0 1 0/0/0 14/12/11 0/0/0 0/0/0 8/13/14 0/0/0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 2 0/0/0 14/12/11 0/0/0 0/0/0 8/13/14 0/0/0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 3 0/0/0 20/40/22 43/50/16 185/63/54 0/0/0 85/78/63 58/48/24 84/267/178 3/ 7 / 2 6 58 / 1 2 3 / 4 0 62 7 / 1 , 7 8 8 / 7 3 5 35 / 7 7 / 7 2 0/ 1 / 0 19 3 / 9 8 / 1 3 4 1, 6 5 7 / 7 4 7 / 7 0 9 52 / 2 7 / 2 6 4 11/13/3 144/110/147 117/102/73 8/4/1 180/290/220 2/2/1 40 / 8 4 / 3 2 0/ 2 / 1 5/ 1 0 / 4 0/ 1 / 0 2/ 2 / 0 8/ 1 8 / 4 5 18/36/41 3/2/18 40 / 7 9 / 1 0 4 53 / 4 3 / 3 5 1/ 4 / 6 45 / 6 4 / 1 3 3 6 12/53/30 5/22/17 0/5/0 69/27/32 1/ 1 6 / 2 2 1/ 4 / 0 7 Dϭϱϵϭ W 'ůĞŶǁŽŽĚ^ƉƌŝŶŐƐ͕K &ŝŐƵƌĞϱ͗zĞĂƌϮϬϰϱĂĐŬŐƌŽƵŶĚdƌĂĨĨŝĐ WƌŽũĞĐƚEƵŵďĞƌ WƌĞƉĂƌĞĚǇ ^ƉƌŝŶŐsĂůůĞǇZĂŶĐŚ ϮͬϮϭͬϮϬϮϯ dƵƌŶŝŶŐDŽǀĞŵĞŶƚƐ >'E͗ ŝƌĞĐƚŝŽŶĂůŝƐƚƌŝďƵƚŝŽŶс/ŶďŽƵŶĚй;KƵƚďŽƵŶĚйͿ DͬWDsŽůƵŵĞƐс yyͬyysW,;ŝŶWƐͿ ϰ ϱ ϯ Ϯ ϳ ϲ ϭ 0/0/0 0/0/1 0/0/0 3/4/0 0/1/0 23/8/0 0/0/0 34/55/25 0/ 1 / 2 5/ 3 / 3 1, 0 9 2 / 2 , 6 7 1 / 1 , 2 7 1 20 / 1 5 / 5 0/ 0 / 1 52 / 1 9 / 9 2, 4 2 5 / 1 , 0 1 2 / 1 , 0 7 8 0/ 0 / 0 1 0/0/0 17/15/13 0/0/0 0/0/0 10/16/17 0/0/0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 2 0/0/0 17/15/13 0/0/0 0/0/0 10/16/17 0/0/0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 3 0/0/0 25/50/28 53/61/20 230/78/67 0/0/0 106/97/78 70/59/29 104/332/221 3/ 7 / 2 6 72 / 1 5 3 / 5 0 80 1 / 2 , 2 8 4 / 9 3 9 44 / 9 6 / 8 9 0/ 1 / 0 24 0 / 1 2 2 / 1 6 7 2, 1 1 8 / 9 5 5 / 9 0 6 64 / 3 4 / 3 3 4 13/16/4 175/133/179 142/124/88 10/5/1 218/351/267 2/2/1 49 / 1 0 2 / 3 9 0/ 2 / 1 6/ 1 2 / 5 0/ 1 / 0 2/ 2 / 0 10 / 2 2 / 5 5 18/36/41 3/2/18 49 / 9 5 / 1 2 6 53 / 4 3 / 3 5 1/ 4 / 6 55 / 7 7 / 1 6 1 6 15/65/37 5/22/17 0/5/0 83/33/39 1/ 1 6 / 2 2 1/ 4 / 0 7 Spring Valley Ranch January 31, 2023 Page 15 3.4 Background Traffic Level of Service Using Highway Capacity Manual 6th Edition 20163 (HCM) methodology, Synchro Version 10 software was used to determine the delay and Level of Service (LOS.) HCM LOS is defined by the following criteria: Table 1: Year HCM Level of Service Criteria LOS Expected Delay to Minor Street Traffic Average Signal Delay (Seconds/Vehicle) Average Stop- Controlled Delay (Seconds/Vehicle) A Little or no delay. 0-10 0-10 B Short traffic delays. >10-20 >10-15 C Average traffic delays. >20-35 >15-25 D Long traffic delays. >35-55 >25-35 E Very long traffic delays. >55-80 >35-50 F When volume exceeds the capacity of the lane extreme delays will be encountered with queuing that may cause severe congestion affecting other traffic movements in the intersection. This condition usually warrants improving the intersection. >80 >50 Table 2 and Table 3 shows the resulting Year 2023 and Year 2045 Background LOS as determined by HCM analysis: Spring Valley Ranch January 31, 2023 Page 16 Table 2: Year 2023 Background Traffic Level of Service Spring Valley Ranch January 31, 2023 Page 17 Table 3: Year 2045 Background Traffic Level of Service Spring Valley Ranch January 31, 2023 Page 18 As can be seen in Table 2 and Table 3, 5 of the 7 intersections are anticipated to operate at acceptable overall intersection Levels of Service through the long-term planning horizon Year 2045 background traffic conditions. SH 82 & CR 115/Red Canyon Road: This intersection is anticipated to operate at an acceptable LOS D or better on the north and south legs through Year 2045 background traffic conditions. The east leg is anticipated to operate at a failing LOS F with Year 2023 background traffic conditions. The west leg is anticipated to operate at a failing LOS F with Year 2045 background traffic conditions. The west and east legs have a failing LOS due to the high northbound and southbound traffic volumes. This intersection is stop controlled in the eastbound and westbound direction. Therefore, vehicles on the east and west leg looking to merge onto SH 82 must wait for a gap to open. This is hard to achieve due to the high traffic volumes on SH 82. Large queues and delays develop due to vehicles on the east and west leg having to wait for a gap to develop on SH 82. SVR West Access & CR 115/Red Canyon Road: This intersection is anticipated to operate at an acceptable LOS A through Year 2045 background traffic conditions. SVR East Access & CR 115/Red Canyon Road: This intersection is anticipated to operate at an acceptable LOS A through year 2045 background traffic conditions. SH 82 & CR 114/Spring Valley Road: The east and west legs have a failing LOS E or worse with Year 2023 background traffic conditions. The northbound through, northbound left, and southbound left movements have a failing LOS as well. This intersection is signalized with the north and south legs (SH 82) being the main line and getting most of the time in one cycle. The east and west legs have a failing LOS due to the signal time given to these movements per cycle not being enough. The signal time given does not allow for the traffic volumes on the west and east legs to flush out in one cycle. This forces some vehicles to wait in queue for more than one cycle length. The westbound right movement was changed to a channelized free turn with year 2045 background and total traffic conditions. There is currently a westbound right deceleration and acceleration lane, however, it is stop controlled. It was changed to channelized with free movement to yield a better LOS. The LOS improved to LOS A with this change. The northbound through and northbound left movements have a failing LOS due to the high traffic volumes going through this intersection. The cycle length is not long enough for the northbound through and northbound left traffic volumes to flush out in one cycle despite the north and south leg getting the most signal time in each cycle. Vehicles are forced to wait in queue for more than one cycle due to the signal timing not allowing for all vehicles to flush out in one cycle. The southbound left movement also has a failing LOS. This movement has a failing LOS due to the signal timing given to this movement not being enough for all vehicles Spring Valley Ranch January 31, 2023 Page 19 to flush out in one cycle length. This forces some vehicles to wait in queue for more than one cycle length. The current cycle length is 170 seconds (2 minutes and 50 seconds). If some vehicles are forced to wait in queue for more than one cycle, then they will have to wait in queue for over five minutes. Frontage Road & CR 114/Spring Valley Road: This intersection is anticipated to operate at an acceptable LOS A through year 2045 background traffic conditions. CMC West Access & CR 114/Spring Valley Road: This intersection is anticipated to operate at an acceptable LOS A through year 2045 background traffic conditions. CMC East Access & CR 114Spring Valley Road: This intersection is anticipated to operate at an acceptable LOS A through year 2045 background traffic conditions. Spring Valley Ranch January 31, 2023 Page 20 4.0 Project Traffic 4.1 Trip Generation Existing: The existing property lost is largely undeveloped with only one existing ranch residence. Proposed Residential Development: SVR is proposed to be a residential community with 502 multiple single-family homes, and 75 units of affordable housing. SVR is offering on-site housing for employees that will provide maintenance for SVR. These employees are expected to have different traffic patterns due to the employees having work on site and not having to commute to work outside of the site. SVR is proposing 75 employee housing units and 502 single-family units for residents. Of the 75 employee housing units, 58 units will be used for Garfield County’s affordable housing program. The residential and employee housing portion of the SVR development falls under two land use codes as per the Institute of Transportation Engineers’ (ITE) Trip Generation Manual5, #210 Single-Family Detached Housing and #220 Multifamily Housing (Low Rise). Table 4 below shows the trip generation calculations for the proposed residential development of SVR Proposed Non-Residential Development: SVR is also proposing several recreational activities. Some of these on-site amenities include a restaurant, golf course, athletic facility, small ski resort, and trail heads. The non-residential portion of SVR falls under multiple land use codes per the Trip Generation Manual. Table 5 and Table 6 below show the trip generation calculations for the proposed non- residential development of SVR. /dŽĚĞ Ƌ͘ ŽĞĨ ǀ Ő ͘ tĞ Ğ Ŭ Ě Ă Ǉ D W Ğ Ă Ŭ ,Ž Ƶ ƌ WD W Ğ Ă Ŭ ,Ž Ƶ ƌ ^Ă ƚ ͘ WĞ Ă Ŭ , Ž Ƶ ƌ dƌŝƉƐ ;sWͿ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ dǇƉĞ ϯϬ h Ăс Ϭ͘ϵϮ Ϭ͘ϳϭ Ϭ͘ϵϯ Ϭ͘ϴϲ ϯϯϯ Ϯϲй ϴ ϳϰй Ϯϭ ϲϰй ϮϮ ϯϲй ϭϮ ϱϰй ϭϵ ϰϲй ϭϲ ďс Ϯ͘ϲϴ ϳ͘Ϯϯ Ϭ͘ϯϲ ϵ͘ϳϮ dǇƉĞZĂƚĞ ϰϱ h Ăс ϲ͘ϰϭ Ϭ͘ϯϱ Ϭ͘ϰϮ Ϭ͘ϰϭ ϯϲϰ Ϯϰй ϭϭ ϳϲй ϯϯ ϲϮй ϯϯ ϯϴй ϮϬ ϱϰй ϭϬ ϰϲй ϵ ďс ϳϱ͘ϯϭ Ϯϴ͘ϭϯ ϯϰ͘ϳϴ ͲϮϯй ͲϭϲϬ Ͳϰ ͲϭϮ Ͳϭϯ Ͳϳ Ͳϳ Ͳϲ dǇƉĞ ϱϬϮ h Ăс Ϭ͘ϵϮ Ϭ͘ϳϭ Ϭ͘ϵϯ Ϭ͘ϴϲ ϰ͕ϰϱϮ Ϯϲй ϵϱ ϳϰй Ϯϲϵ ϲϰй Ϯϵϴ ϯϲй ϭϲϴ ϰϵй Ϯϭϲ ϱϭй ϮϮϱ ďс Ϯ͘ϲϴ ϳ͘Ϯϯ Ϭ͘ϯϲ ϵ͘ϳϮ ͲϮй ͲϮй Ͳϴй Ͳϴй Ͳϯϱϲ ͲϮ Ͳϱ ͲϮϰ Ͳϭϯ Ͳϭϳ Ͳϭϴ ϰ͕ϲϯϯ ϭϬϴ ϯϬϲ ϯϭϲ ϭϴϬ ϮϮϭ ϮϮϲ EŽƚĞƐ͗ ϭsĂůƵĞƐŽďƚĂŝŶĞĚĨƌŽŵdƌŝƉ'ĞŶĞƌĂƚŝŽŶ͕ϭϭƚŚĚŝƚŝŽŶ͕/ŶƐƚŝƚƵƚĞŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶŶŐŝŶĞĞƌƐ͕^ĞƉƚĞŵďĞƌϮϬϮϭ͘ ϮhсǁĞůůŝŶŐhŶŝƚƐ͕Ŭ^&сϭ͕ϬϬϬ^ƋƵĂƌĞ&ĞĞƚ ͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲZĞƐŝĚĞŶƚŝĂů,ŽƵƐŝŶŐ ηϮϭϬͲ^ŝŶŐůĞ&ĂŵŝůǇĞƚĂĐŚĞĚ ,ŽƵƐŝŶŐ /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ ^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲ;͕Ϳ ϯ&ŝƚƚĞĚĐƵƌǀĞĞƋƵĂƚŝŽŶƐĨƌŽŵ/d>ĂŶĚhƐĞƐͲƋƵĂƚŝŽŶdǇƉĞŝƐdсĂΎyнď͕ƋƵĂƚŝŽŶdǇƉĞŝƐ>Ŷ;dͿсĂΎ>Ŷ;yͿнď͕ZĂƚĞŝƐdсĂΎy hŶŝƚƐϮ ͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲŵƉůŽǇĞĞ,ŽƵƐŝŶŐ ηϮϭϬͲ^ŝŶŐůĞ&ĂŵŝůǇĞƚĂĐŚĞĚ ,ŽƵƐŝŶŐ ηϮϮϬͲDƵůƚŝĨĂŵŝůǇ>ŽǁͲZŝƐĞ /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ/ddƌŝƉ'ĞŶĞƌĂƚŝŽŶƋƵĂƚŝŽŶϯ ǀĞƌĂŐĞ tĞĞŬĚĂǇ DŽƌŶŝŶŐWĞĂŬ,ŽƵƌ ǀĞŶŝŶŐWĞĂŬ,ŽƵƌ ^ĂƚƵƌĚĂǇWĞĂŬ,ŽƵƌ Table ϰ - 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There was no multimodal trip reduction used due to Spring Valley Ranch being several miles away from nearby restaurants, parks, and other attractions. 4.3 Internal Trip Reduction SVR is proposing several on-site amenities. Some of these amenities are proposed to be for exclusive use by residents while others will be open to the public. The on-site amenities that are exclusively for SVR are anticipated to generate fewer external trips. Therefore, an internal trip reduction must be used to account for the internal trips that these on-site amenities generate. An internal trip reduction rate calculation can be seen in the Appendix. This internal trip reduction was applied to the SVR non- residential trip generation. As previously mentioned, SVR will provide 75 dwelling units for employee housing. However, not all 75 dwelling units will be for SVR employees. 58 of the 75 dwelling units will be by Garfield County residents. The other 17 dwelling units will be used by SVR employees. The SVR employees living on site will not be generating the usual externa trips due to them not having to commute to work. Therefore, an internal trip reduction rate must be applied to the SVR employee housing trip generation. An internal trip reduction rate calculation can be seen in the Appendix. An internal trip reduction was also applied to the residential trip generation. This was due to residents having several on-site amenities. The on-site amenities help the residents not leave the site due to several of the daily amenities being on site. The State of Colorado State Highway Access Code Section 2.3.4 states that for a mixed used development, an internal trip reduction of two percent for the AM peak and eight percent for the PM peak are allowed. These internal trip reductions were applied to the residential trip-generation. 4.4 Site-Generated Traffic The project is anticipated to generate a total of 5,703 trips over the course of an average weekday. This includes 170 inbound and 336 outbound trips during the morning peak hour. The evening peak hour is expected to generate 369 inbound trips and 255 outbound trips. The Saturday peak hour is expected to generate 247 inbound and 267 outbound trips. Refer to Tables 4-6 for trip generation calculations and further breakdown of these trips. Spring Valley Ranch January 31, 2023 Page 25 4.5 Site–Generated Directional Distribution The distribution of project-generated vehicular traffic on adjacent roadways is influenced by several factors including the following: • The location of the site relative to other commercial and healthcare facilities and the roadway network. • The configuration of the existing and proposed adjacent roadway network • Relative location of neighboring population centers Directional Distribution: Spring Valley Ranch has two accesses directly connecting to CR 115. It was assumed that 30% of all site-generated traffic will use the west access and 70% would use the east access. This assumption was made based on where the residential homes were located relative to the west and east access on the site plan shown in Figure 2. 95% of the site-generated traffic will use CR 114 and travel south to access SH 82. The other 5% will use CR 115 and travel west to access SH 82. At the SH 82 & CR 114 intersection, 65% of traffic will travel north towards Glenwood Springs and 30% will travel south towards Carbondale. It was assumed that 95% of the site generated traffic would use CR 114 to access SH 82 and not CR 115. CR 115 is an unimproved gravel and dirt road with several sharp curves and tight corners that vehicles must navigate through. A portion of CR 115 has considerable exposure. Driving conditions on CR 115 can deteriorate with heavy rainfall and snowfall. The heavy rain and snowfall create driving hazards which have led to CR 115 being closed in the past. These road conditions make it unfavorable for vehicles to navigate through and drivers would prefer to use CR 114 over CR 115 due to safety reasons. Conversations with Garfield County have indicated that in the long term, CR 115 may be permanently closed. It is for these reasons that it was assumed that 95% of the site generated traffic by SVR will use CR 114 to access SH 82. Some SVR residents might choose to use CR 115 despite the driving hazards due to the shorter travel time to SH 82. Figure 6 below shows the directional distribution for the site-generated traffic. 4.6 Trip Assignment When the trip generation expected for this site is applied to the estimated trip distribution, the result is the anticipated assignment of trips on the roadway system. Figure 7 depicts the new vehicle trips that are anticipated from the Spring Valley Ranch project. 4.7 Total Traffic The total traffic anticipated at each intersection is the sum of background traffic with the site-generated traffic. For Year 2023, the background traffic (Figure 4) added to the site-generated traffic (Figure 7) yields the total Year 2023 traffic in Figure 8. For Year 2045, the background Spring Valley Ranch January 31, 2023 Page 26 traffic (Figure 5) added to the site-generated traffic (Figure 7) yields the total Year 2045 traffic in Figure 9. Dϭϱϵϭ W 'ůĞŶǁŽŽĚ^ƉƌŝŶŐƐ͕K &ŝŐƵƌĞϲ͗WƌŽũĞĐƚ'ĞŶĞƌĂƚĞĚdƌĂĨĨŝĐŝƐƚƌŝďƵƚŝŽŶ WƌŽũĞĐƚEƵŵďĞƌ WƌĞƉĂƌĞĚǇ ^ƉƌŝŶŐsĂůůĞǇZĂŶĐŚ ϮͬϮϭͬϮϬϮϯ dƵƌŶŝŶŐDŽǀĞŵĞŶƚƐ >'E͗ ŝƌĞĐƚŝŽŶĂůŝƐƚƌŝďƵƚŝŽŶс/ŶďŽƵŶĚй;KƵƚďŽƵŶĚйͿ DͬWDsŽůƵŵĞƐс yyͬyysW,;ŝŶWƐͿ ϰ ϱ ϯ Ϯ ϳ ϲ ϭ 0% (5%) 0% ( 6 5 % ) 5% ( 0 % ) 65 % ( 0 % ) 1 5% (0%) 25% (0%) 0% ( 2 5 % ) 0% ( 5 % ) 2 70% (0%) 0% ( 7 0 % ) 3 0% (30%) 0% (65%) 30 % ( 0 % ) 65 % ( 0 % ) 4 95% (0%) 0% (95%) 5 95 % ( 0 % ) 0% ( 9 5 % ) 6 95% (0%) 0% (95%) 7 Dϭϱϵϭ W 'ůĞŶǁŽŽĚ^ƉƌŝŶŐƐ͕K &ŝŐƵƌĞϳ͗WƌŽũĞĐƚ'ĞŶĞƌĂƚĞĚdƌĂĨĨŝĐƐƐŝŐŶŵĞŶƚ WƌŽũĞĐƚEƵŵďĞƌ WƌĞƉĂƌĞĚǇ ^ƉƌŝŶŐsĂůůĞǇZĂŶĐŚ ϮͬϮϭͬϮϬϮϯ dƵƌŶŝŶŐDŽǀĞŵĞŶƚƐ >'E͗ ŝƌĞĐƚŝŽŶĂůŝƐƚƌŝďƵƚŝŽŶс/ŶďŽƵŶĚй;KƵƚďŽƵŶĚйͿ DͬWDsŽůƵŵĞƐс yyͬyysW,;ŝŶWƐͿ ϰ ϱ ϯ Ϯ ϳ ϲ ϭ 17/13/13 21 8 / 1 6 6 / 1 7 4 9/ 1 8 / 1 2 11 1 / 2 4 0 / 1 6 1 1 9/18/12 43/92/62 84 / 6 4 / 6 7 17 / 1 3 / 1 3 2 119/258/173 23 5 / 1 7 9 / 1 8 7 3 101/77/80 218/166/174 51 / 1 1 1 / 7 4 11 1 / 2 4 0 / 1 6 1 4 162/351/235 319/242/254 5 16 2 / 3 5 1 / 2 3 5 31 9 / 2 4 2 / 2 5 4 6 162/351/235 319/242/254 7 Dϭϱϵϭ W 'ůĞŶǁŽŽĚ^ƉƌŝŶŐƐ͕K &ŝŐƵƌĞϴ͗zĞĂƌϮϬϮϯdŽƚĂůdƌĂĨĨŝĐ WƌŽũĞĐƚEƵŵďĞƌ WƌĞƉĂƌĞĚǇ ^ƉƌŝŶŐsĂůůĞǇZĂŶĐŚ ϮͬϮϭͬϮϬϮϯ dƵƌŶŝŶŐDŽǀĞŵĞŶƚƐ >'E͗ ŝƌĞĐƚŝŽŶĂůŝƐƚƌŝďƵƚŝŽŶс/ŶďŽƵŶĚй;KƵƚďŽƵŶĚйͿ DͬWDsŽůƵŵĞƐс yyͬyysW,;ŝŶWƐͿ ϰ ϱ ϯ Ϯ ϳ ϲ ϭ 0/0/0 0/0/1 0/0/0 2/3/0 0/1/0 18/6/0 0/0/0 44/57/33 0/ 1 / 2 4/ 2 / 2 1, 0 7 2 / 2 , 2 5 6 / 1 , 1 6 9 16 / 1 2 / 4 0/ 0 / 1 50 / 3 3 / 1 9 2, 0 0 9 / 1 , 0 3 2 / 1 , 0 0 4 0/ 0 / 0 1 9/18/12 14/12/11 0/0/0 0/0/0 8/13/14 43/92/62 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 84 / 6 4 / 6 7 0/ 0 / 0 17 / 1 3 / 1 3 2 119/258/173 14/12/11 0/0/0 0/0/0 8/13/14 0/0/0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 23 5 / 1 7 9 / 1 8 7 3 0/0/0 20/40/22 43/50/16 185/63/54 0/0/0 186/155/143 58/48/24 302/433/352 3/ 7 / 2 6 58 / 1 2 3 / 4 0 62 7 / 1 , 7 8 8 / 7 3 5 86 / 1 8 8 / 1 4 6 0/ 1 / 0 30 4 / 3 3 8 / 2 9 5 1, 6 5 7 / 7 4 7 / 7 0 9 52 / 2 7 / 2 6 4 11/13/3 306/461/382 117/102/73 8/4/1 499/532/474 2/2/1 40 / 8 4 / 3 2 0/ 2 / 1 5/ 1 0 / 4 0/ 1 / 0 2/ 2 / 0 8/ 1 8 / 4 5 18/36/41 3/2/18 20 2 / 4 3 0 / 3 3 9 53 / 4 3 / 3 5 1/ 4 / 6 36 4 / 3 0 6 / 3 8 7 6 174/404/265 5/22/17 0/5/0 388/269/286 1/ 1 6 / 2 2 1/ 4 / 0 7 Dϭϱϵϭ W 'ůĞŶǁŽŽĚ^ƉƌŝŶŐƐ͕K &ŝŐƵƌĞϵ͗zĞĂƌϮϬϰϱdŽƚĂůdƌĂĨĨŝĐ WƌŽũĞĐƚEƵŵďĞƌ WƌĞƉĂƌĞĚǇ ^ƉƌŝŶŐsĂůůĞǇZĂŶĐŚ ϮͬϮϭͬϮϬϮϯ dƵƌŶŝŶŐDŽǀĞŵĞŶƚƐ >'E͗ ŝƌĞĐƚŝŽŶĂůŝƐƚƌŝďƵƚŝŽŶс/ŶďŽƵŶĚй;KƵƚďŽƵŶĚйͿ DͬWDsŽůƵŵĞƐс yyͬyysW,;ŝŶWƐͿ ϰ ϱ ϯ Ϯ ϳ ϲ ϭ 0/0/0 0/0/1 0/0/0 3/4/0 0/1/0 23/8/0 0/0/0 51/68/38 0/ 1 / 2 5/ 3 / 3 1, 3 1 0 / 2 , 8 3 7 / 1 , 4 4 5 20 / 1 5 / 5 0/ 0 / 1 61 / 3 7 / 2 1 2, 5 3 6 / 1 , 2 5 2 / 1 , 2 3 9 0/ 0 / 0 1 9/18/12 17/15/13 0/0/0 0/0/0 10/16/17 43/92/62 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 84 / 6 4 / 6 7 0/ 0 / 0 17 / 1 3 / 1 3 2 119/258/173 17/15/13 0/0/0 0/0/0 10/16/17 0/0/0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 0/ 0 / 0 23 5 / 1 7 9 / 1 8 7 3 0/0/0 25/50/28 53/61/20 230/78/67 0/0/0 207/174/158 70/59/29 322/498/395 3/ 7 / 2 6 72 / 1 5 3 / 5 0 80 1 / 2 , 2 8 4 / 9 3 9 95 / 2 0 7 / 1 6 3 0/ 1 / 0 35 1 / 3 6 2 / 3 2 8 2, 1 1 8 / 9 5 5 / 9 0 6 64 / 3 4 / 3 3 4 13/16/4 337/484/414 142/124/88 10/5/1 537/593/521 2/2/1 49 / 1 0 2 / 3 9 0/ 2 / 1 6/ 1 2 / 5 0/ 1 / 0 2/ 2 / 0 10 / 2 2 / 5 5 18/36/41 3/2/18 21 1 / 4 4 6 / 3 6 1 53 / 4 3 / 3 5 1/ 4 / 6 37 4 / 3 1 9 / 4 1 5 6 177/416/272 5/22/17 0/5/0 402/275/293 1/ 1 6 / 2 2 1/ 4 / 0 7 Spring Valley Ranch January 31, 2023 Page 31 5.0 Transportation Impact Analysis 5.1 Auxiliary Turn Lanes The need for auxiliary turn lanes was assessed per State of Colorado State Highway Access Code8 (Access code) standards. Refer to Table 7 and Table 8 below for the auxiliary turn lane recommendations and details. SH 82 & CR 115/Red Canyon Road (Intersection #1): This existing intersection was analyzed by all of the east legs (Frontage road north, Frontage road south, and CR115) combined into one east leg based upon the volume. There are existing northbound left turn deceleration and southbound left turn deceleration lanes. The southbound left turn deceleration lane is undersized per current warrants. The southbound left turn deceleration lane consists of 600’ of deceleration length + 225’ of taper at 18.5:1 ratio. A northbound right turn lane is also warranted. The northbound right turn deceleration lane consists of 600’ of deceleration length + 225’ of taper at 18.5:1 ratio. A westbound right turn acceleration lane is warranted. The westbound right turn acceleration lane consists of 960’ of acceleration length + 225’ of taper at 18.5:1. A westbound right turn deceleration lane is warranted on Red Canyon Road. The westbound right turn deceleration lane consists of 55’ of storage + 120’ of taper at 10:1. The westbound right turn acceleration lane, northbound right turn deceleration lane, and southbound left turn deceleration lane are all warranted by Year 2022 existing traffic volumes. The westbound right turn deceleration lane is warranted by Year 2045 background traffic. SVR West Access & CR 115/Red Canyon Road (Intersection #2): There are no existing turn lanes and there are no warranted turn lanes at this intersection. The turning volumes are high enough to warrant turn lanes for total traffic conditions, but both of these turn lanes (westbound right turn deceleration lane and southbound left turn deceleration lane) may be exempted due to the minimum volume thresholds (SHAC Section 3.5(5)). SVR East Access & CR 115/Red Canyon Road (Intersection #3): There are no existing turn lanes and there are no warranted turn lanes at this intersection. The turning volumes are high enough to warrant turn lanes for total traffic conditions, but both of these turn lanes (eastbound left turn deceleration lane and southbound right turn deceleration lane) may be exempted due to the minimum volume thresholds (SHAC Section 3.5(5)). 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ϯ ϭϬ ϱ Ζ ^ ƚ Ž ƌ Ă Ő Ğ н ϵ Ϭ Ζ dĂ Ɖ Ğ ƌ EŽ ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽ ƚ d ƌ ŝ Ő Ő Ğ ƌ Ğ Ě E Z Ğ Đ Ğ ů ϱϱ Ͳ y х ϭ Ϭ ϭ ϲ ϭ Ϯ ϰ ϭ ϲ ϭ Ϯ ϰ Ϯ Ϭ ϭ ϱ ϱ ϭ ϲ ϭ Ϯ ϰ Ϯ Ϭ ϭ ϱ ϱ E Ž Ŷ Ğ ϲϬ Ϭ Ζ Ğ Đ Ğ ů > Ğ Ŷ Ő ƚ Ś н Ϯ Ϯ ϱ Ζ dĂ Ɖ Ğ ƌ ; Λ ϭ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ Z Ă ƚ ŝ Ž Ϳ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ ^ > Ğ Đ Ğ ů ϱϱ Ͳ y х ϭ Ϭ ϰ ϭ ϭ ϱ ϳ ϰ ϭ ϭ ϱ ϳ ϱ Ϯ ϭ ϵ ϵ ϱ Ϭ ϯ ϯ ϭ ϵ ϲ ϭ ϯ ϳ Ϯ ϭ ϭϳ ϱ Ζ ^ ƚ Ž ƌ Ă Ő Ğ н ϭ ϭ ϱ Ζ dĂ Ɖ Ğ ƌ ϲϬ Ϭ Ζ Ğ Đ Ğ ů > Ğ Ŷ Ő ƚ Ś н Ϯ Ϯ ϱ Ζ dĂ Ɖ Ğ ƌ ; Λ ϭ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ Z Ă ƚ ŝ Ž Ϳ н ϱ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ ^ Z Ğ Đ Ğ ů ϱϱ Ͳ y х ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ ϵ ϭ ϴ ϭ Ϯ ϵ ϭ ϴ ϭ Ϯ E Ž Ŷ Ğ EŽ ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽ ƚ d ƌ ŝ Ő Ő Ğ ƌ Ğ Ě Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě t > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě t Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ ϰ ϯ ϵ Ϯ ϲ Ϯ ϰ ϯ ϵ Ϯ ϲ Ϯ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ d Ƶ ƌ Ŷ ŝ Ŷ Ő s Ž ů Ƶ ŵ Ğ ͘ , Ž ǁ Ğ ǀ Ğ ƌ ͕ / ƚ Ž Ğ Ɛ EŽ ƚ D Ğ Ğ ƚ D ŝ Ŷ s Ž ů Ƶ ŵ Ğ d Ś ƌ Ğ Ɛ Ś Ž ů Ě s Ž ů Ƶ ŵ Ğ Ɛ Ğ Ɛ Đ ƌ ŝ ď Ğ Ě ŝ Ŷ ^ Ğ Đ ƚ ŝ Ž Ŷ ϯ ͘ ϱ ͘ ϱ Ž Ĩ d Ś Ğ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ E > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě E Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě ^ > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ ϴ ϰ ϲ ϰ ϲ ϳ ϴ ϰ ϲ ϰ ϲ ϳ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ d Ƶ ƌ Ŷ ŝ Ŷ Ő s Ž ů Ƶ ŵ Ğ ͘ , Ž ǁ Ğ ǀ Ğ ƌ ͕ / ƚ Ž Ğ Ɛ EŽ ƚ D Ğ Ğ ƚ D ŝ Ŷ s Ž ů Ƶ ŵ Ğ d Ś ƌ Ğ Ɛ Ś Ž ů Ě s Ž ů Ƶ ŵ Ğ Ɛ Ğ Ɛ Đ ƌ ŝ ď Ğ Ě ŝ Ŷ ^ Ğ Đ ƚ ŝ Ž Ŷ ϯ ͘ ϱ ͘ ϱ Ž Ĩ d Ś Ğ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ ^ Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ ϭ ϳ ϭ ϯ ϭ ϯ ϭ ϳ ϭ ϯ ϭ ϯ E Ž Ŷ Ğ EŽ ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽ ƚ d ƌ ŝ Ő Ő Ğ ƌ Ğ Ě > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ ϭ ϭ ϵ Ϯ ϱ ϴ ϭ ϳ ϯ ϭ ϭ ϵ Ϯ ϱ ϴ ϭ ϳ ϯ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ d Ƶ ƌ Ŷ ŝ Ŷ Ő s Ž ů Ƶ ŵ Ğ ͘ , Ž ǁ Ğ ǀ Ğ ƌ ͕ / ƚ Ž Ğ Ɛ EŽ ƚ D Ğ Ğ ƚ D ŝ Ŷ s Ž ů Ƶ ŵ Ğ d Ś ƌ Ğ Ɛ Ś Ž ů Ě s Ž ů Ƶ ŵ Ğ Ɛ Ğ Ɛ Đ ƌ ŝ ď Ğ Ě ŝ Ŷ ^ Ğ Đ ƚ ŝ Ž Ŷ ϯ ͘ ϱ ͘ ϱ Ž Ĩ d Ś Ğ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě t > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě t Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě E > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě E Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě ^ > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě ^ Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϭ Ϯ ϯ ϱ ϭ ϳ ϵ ϭ ϴ ϳ Ϯ ϯ ϱ ϭ ϳ ϵ ϭ ϴ ϳ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ d Ƶ ƌ Ŷ ŝ Ŷ Ő s Ž ů Ƶ ŵ Ğ ͘ , Ž ǁ Ğ ǀ Ğ ƌ ͕ / ƚ Ž Ğ Ɛ EŽ ƚ D Ğ Ğ ƚ D ŝ Ŷ s Ž ů Ƶ ŵ Ğ d Ś ƌ Ğ Ɛ Ś Ž ů Ě s Ž ů Ƶ ŵ Ğ Ɛ Ğ Ɛ Đ ƌ ŝ ď Ğ Ě ŝ Ŷ ^ Ğ Đ ƚ ŝ Ž Ŷ ϯ ͘ ϱ ͘ ϱ Ž Ĩ d Ś Ğ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ η /Ŷ ƚ ͘ Dǀ ŵ ƚ WŽ Ɛ ƚ Ğ Ě ^Ɖ Ğ Ğ Ě >ŝ ŵ ŝ ƚ ;D W , Ϳ ^, dƌ ŝ Ő Ő Ğ ƌ sŽ ů Ƶ ŵ Ğ ;s W , Ϳ zĞ Ă ƌ Ϯ Ϭ Ϯ ϯ ' zĞ Ă ƌ Ϯ Ϭ ϰ ϱ ' dƌ ŝ Ő Ő Ğ ƌ z Ğ Ă ƌ Θ Ž Ŷ Ě ŝ ƚ ŝ Ž Ŷ zĞ Ă ƌ Ϯ Ϭ Ϯ ϯ d Ž ƚ Ă ů zĞ Ă ƌ Ϯ Ϭ ϰ ϱ d Ž ƚ Ă ů ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d Ƶ ƌ Ŷ > Ă Ŷ Ğ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ Z Ğ Ƌ Ƶ ŝ ƌ Ğ Ě d Ƶ ƌ Ŷ >Ă Ŷ Ğ ZŽ Ă Ě ů Ă Ɛ Ɛ ŝ Ĩ ŝ Đ Ăƚ ŝ Ž Ŷ zĞ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő 3 ^s Z Ă Ɛ ƚ Đ Đ Ğ Ɛ Ɛ Θ Z ϭ ϭ ϱ 1 ^, ϴ Ϯ Θ Z ϭ ϭ ϱ 2 ^s Z t Ğ Ɛ ƚ Đ Đ Ğ Ɛ Ɛ Θ Z ϭ ϭ ϱ Đ Đ Ğ ů Ž ƌ Ğ Đ Ğ ů 1Ba s e d u p o n St a t e H i g h w a y A c c e s s C o d e re q u i r e m e n t s f o r a n R - A r o a d w a y w i t h p o s t e d s p e e d o f 4 5 m p h . dƌ ŝ Ő Ő Ğ ƌ Ğ Ě ď Ǉ ^ ƚ Ă ƚ Ğ , ŝ Ő Ś ǁ Ă Ǉ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ s Ž ů Ƶ ŵ Ğ Ɛ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě ď Ǉ ^ ƚ Ă ƚ Ğ , ŝ Ő Ś ǁ Ă Ǉ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ ^ Ă Ĩ Ğ ƚ Ǉ Ă Ŷ Ě K Ɖ Ğ ƌ Ă ƚ ŝ Ž Ŷ Ɛ Ta b l e 7 : A u x i l i a r y T u r n L a n e R e c o m m e n d a t i o n s P a r t 1 D W D ^ d D W D ^ d D W D ^ d D W D ^ d D W D ^ d > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϯ Ϭ ϰ Ϭ Ϯ Ϯ Ϯ Ϭ ϰ Ϭ Ϯ Ϯ Ϯ ϱ ϱ Ϭ Ϯ ϴ Ϯ Ϭ ϰ Ϭ Ϯ Ϯ Ϯ ϱ ϱ Ϭ Ϯ ϴ E Ž Ŷ Ğ ϵϬ Ζ d Ă Ɖ Ğ ƌ ; Λ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϱ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ ϭ ϴ ϯ ϲ Ϯ ϱ ϯ ϭ ϴ ϱ ϲ ϯ ϱ ϰ Ϯ ϯ Ϭ ϳ ϴ ϲ ϳ ϭ ϴ ϱ ϲ ϯ ϱ ϰ Ϯ ϯ Ϭ ϳ ϴ ϲ ϳ ϰ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ ϵϬ Ζ d Ă Ɖ Ğ ƌ ; Λ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϭ ϴ ϱ Ζ ^ ƚ Ž ƌ Ă Ő Ğ Ϳ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ Z Đ Đ Ğ ů ϱϱ Ͳ y х ϭ Ϭ ϭ ϴ ϯ ϲ Ϯ ϱ ϯ ϭ ϴ ϱ ϲ ϯ ϱ ϰ Ϯ ϯ Ϭ ϳ ϴ ϲ ϳ ϭ ϴ ϱ ϲ ϯ ϱ ϰ Ϯ ϯ Ϭ ϳ ϴ ϲ ϳ ϮϬ Ϭ Ζ Đ Đ Ğ ů > Ğ Ŷ Ő ƚ Ś н Ϯϵ ϱ Ζ d Ă Ɖ Ğ ƌ ϵϲ Ϭ Ζ Đ Đ Ğ ů > Ğ Ŷ Ő ƚ Ś н Ϯ Ϯ ϱ Ζ dĂ Ɖ Ğ ƌ ; Λ ϭ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ Z Ă ƚ ŝ Ž Ϳ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ t > Ğ Đ Ğ ů ϯϱ E Z Ͳ х Ϯ ϱ ϴ ϰ ϳ ϳ ϲ Ϯ ϴ ϱ ϳ ϴ ϲ ϯ ϭ Ϭ ϲ ϵ ϳ ϳ ϴ ϭ ϴ ϲ ϭ ϱ ϱ ϭ ϰ ϯ Ϯ Ϭ ϳ ϭ ϳ ϰ ϭ ϱ ϴ E Ž Ŷ Ğ ϭϮ Ϭ Ζ d Ă Ɖ Ğ ƌ ; Λ ϭ Ϭ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н Ϯ ϭ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ t Z Ğ Đ Ğ ů ϯϱ E Z Ͳ х ϱ Ϭ ϴ ϯ Ϯ ϲ ϰ ϭ ϳ ϲ ϴ ϰ Ϯ ϲ ϳ ϭ ϳ ϴ ϭ Ϭ ϰ ϯ ϯ Ϯ Ϯ Ϯ ϭ ϯ Ϭ Ϯ ϰ ϯ ϯ ϯ ϱ Ϯ ϯ Ϯ Ϯ ϰ ϵ ϴ ϯ ϵ ϱ ϰ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ ϭϮ Ϭ Ζ d Ă Ɖ Ğ ƌ ; Λ ϭ Ϭ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϱ ϭ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ t Z Đ Đ Ğ ů ϱϱ Ͳ y х ϭ Ϭ ϴ ϯ Ϯ ϲ ϰ ϭ ϳ ϲ ϴ ϰ Ϯ ϲ ϳ ϭ ϳ ϴ ϭ Ϭ ϰ ϯ ϯ Ϯ Ϯ Ϯ ϭ ϯ Ϭ Ϯ ϰ ϯ ϯ ϯ ϱ Ϯ ϯ Ϯ Ϯ ϰ ϵ ϴ ϯ ϵ ϱ ϭϯ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ н ϭ Ϯ ϱ Ζ dĂ Ɖ Ğ ƌ ϵϲ Ϭ Ζ Đ Đ Ğ ů > Ğ Ŷ Ő ƚ Ś н Ϯ Ϯ ϱ Ζ dĂ Ɖ Ğ ƌ ; Λ ϭ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ Z Ă ƚ ŝ Ž Ϳ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ E > Ğ Đ Ğ ů ϱϱ Ͳ y х ϭ Ϭ ϱ ϳ ϭ Ϯ Ϯ ϰ Ϭ ϱ ϴ ϭ Ϯ ϯ ϰ Ϭ ϳ Ϯ ϭ ϱ ϯ ϱ Ϭ ϱ ϴ ϭ Ϯ ϯ ϰ Ϭ ϳ Ϯ ϭ ϱ ϯ ϱ Ϭ ϯϴ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ н ϭ ϱ ϱ Ζ dĂ Ɖ Ğ ƌ ϮϮ ϱ Ζ d Ă Ɖ Ğ ƌ ; Λ ϭ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϲ Ϭ Ϭ Ζ Ğ Đ Ğ ů > Ğ Ŷ Ő ƚ Ś н ϭϱ ϱ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ E Z Ğ Đ Ğ ů ϱϱ Ͳ y х ϭ Ϭ ϯ ϱ ϳ ϲ ϳ ϭ ϯ ϱ ϳ ϳ ϳ Ϯ ϰ ϰ ϵ ϲ ϴ ϵ ϴ ϲ ϭ ϴ ϴ ϭ ϰ ϲ ϵ ϱ Ϯ Ϭ ϳ ϭ ϲ ϯ ϮϬ ϱ Ζ ^ ƚ Ž ƌ Ă Ő Ğ н ϭ ϴ Ϭ Ζ dĂ Ɖ Ğ ƌ ϮϮ ϱ Ζ d Ă Ɖ Ğ ƌ ; Λ ϭ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϲ Ϭ Ϭ Ζ Ğ Đ Ğ ů > Ğ Ŷ Ő ƚ Ś dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ ^ > Ğ Đ Ğ ů ϱϱ Ͳ y х ϭ Ϭ ϭ ϵ ϭ ϵ ϳ ϭ ϯ ϯ ϭ ϵ ϯ ϵ ϴ ϭ ϯ ϰ Ϯ ϰ Ϭ ϭ Ϯ Ϯ ϭ ϲ ϳ ϯ Ϭ ϰ ϯ ϯ ϴ Ϯ ϵ ϱ ϯ ϱ ϭ ϯ ϲ Ϯ ϯ Ϯ ϴ ϲϬ Ζ ^ ƚ Ž ƌ Ă Ő Ğ н ϭ ϴ ϱ Ζ ^ƚ Ž ƌ Ă Ő Ğ ϮϮ ϱ Ζ d Ă Ɖ Ğ ƌ ; Λ ϭ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϲ Ϭ Ϭ Ζ Ğ Đ Ğ ů > Ğ Ŷ Ő ƚ Ś н ϰϬ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ ^ Z Ğ Đ Ğ ů ϱϱ Ͳ y х ϭ Ϭ ϱ ϭ Ϯ ϳ Ϯ ϲ ϱ Ϯ Ϯ ϳ Ϯ ϲ ϲ ϰ ϯ ϰ ϯ ϯ ϱ Ϯ Ϯ ϳ Ϯ ϲ ϲ ϰ ϯ ϰ ϯ ϯ ϭϱ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ н Ϯ ϯ Ϭ Ζ dĂ Ɖ Ğ ƌ ϮϮ ϱ Ζ d Ă Ɖ Ğ ƌ ; Λ ϭ ϴ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϲ Ϭ Ϭ Ζ Ğ Đ Ğ ů > Ğ Ŷ Ő ƚ Ś dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ > Ğ Đ Ğ ů ϯϱ & Ͳ Z х Ϯ ϱ ϭ ϭ ϭ ϯ ϯ ϭ ϭ ϭ ϯ ϯ ϭ ϯ ϭ ϲ ϰ ϭ ϭ ϭ ϯ ϯ ϭ ϯ ϭ ϲ ϰ E Ž Ŷ Ğ EŽ ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽ ƚ d ƌ ŝ Ő Ő Ğ ƌ ĞĚ Z Ğ Đ Ğ ů ϯϱ & Ͳ Z х ϱ Ϭ ϭ ϭ ϲ ϭ Ϭ ϭ ϳ Ϯ ϭ ϭ ϳ ϭ Ϭ Ϯ ϳ ϯ ϭ ϰ Ϯ ϭ Ϯ ϰ ϴ ϴ ϭ ϭ ϳ ϭ Ϭ Ϯ ϳ ϯ ϭ ϰ Ϯ ϭ Ϯ ϰ ϴ ϴ E Ž Ŷ Ğ ϭϮ Ϭ Ζ d Ă Ɖ Ğ ƌ ; Λ ϭ Ϭ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϭ ϰ ϱ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ t > Ğ Đ Ğ ů ϯϱ & Ͳ Z х Ϯ ϱ ϴ ϰ ϭ ϴ ϰ ϭ ϭ Ϭ ϱ ϭ ϴ ϰ ϭ ϭ Ϭ ϱ ϭ E Ž Ŷ Ğ EŽ ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽ ƚ d ƌ ŝ Ő Ő Ğ ƌ Ğ Ě t Z Ğ Đ Ğ ů ϯϱ & Ͳ Z х ϱ Ϭ Ϯ Ϯ ϭ Ϯ Ϯ ϭ Ϯ Ϯ ϭ Ϯ Ϯ ϭ Ϯ Ϯ ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě E > Ğ Đ Ğ ů ϯϱ & Ͳ Z х Ϯ ϱ ϰ Ϭ ϴ ϯ ϯ Ϯ ϰ Ϭ ϴ ϰ ϯ Ϯ ϰ ϵ ϭ Ϭ Ϯ ϯ ϵ ϰ Ϭ ϴ ϰ ϯ Ϯ ϰ ϵ ϭ Ϭ Ϯ ϯ ϵ E Ž Ŷ Ğ ϭϮ Ϭ Ζ d Ă Ɖ Ğ ƌ ; Λ ϭ Ϭ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϭ Ϭ ϱ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ E Z Ğ Đ Ğ ů ϯϱ & Ͳ Z х ϱ Ϭ ϱ ϭ Ϭ ϰ ϱ ϭ Ϭ ϰ ϲ ϭ Ϯ ϱ ϱ ϭ Ϭ ϰ ϲ ϭ Ϯ ϱ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě ^ > Ğ Đ Ğ ů ϯϱ & Ͳ Z х Ϯ ϱ Ϭ ϭ Ϭ Ϭ ϭ Ϭ Ϭ ϭ Ϭ Ϭ ϭ Ϭ Ϭ ϭ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě ^ Z Ğ Đ Ğ ů ϯϱ & Ͳ Z х ϱ Ϭ ϴ ϭ ϴ ϰ ϴ ϭ ϴ ϰ ϭ Ϭ Ϯ Ϯ ϱ ϴ ϭ ϴ ϰ ϭ Ϭ Ϯ Ϯ ϱ E Ž Ŷ Ğ EŽ ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽ ƚ d ƌ ŝ Ő Ő Ğ ƌ Ğ Ě t > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ ϭ ϴ ϯ ϲ ϰ ϭ ϭ ϴ ϯ ϲ ϰ ϭ ϭ ϴ ϯ ϲ ϰ ϭ ϭ ϴ ϯ ϲ ϰ ϭ ϭ ϴ ϯ ϲ ϰ ϭ E Ž Ŷ Ğ ϵϬ Ζ d Ă Ɖ Ğ ƌ ; Λ ϳ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϰ ϱ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ t Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ ϯ Ϯ ϭ ϴ ϯ Ϯ ϭ ϴ ϯ Ϯ ϭ ϴ ϯ Ϯ ϭ ϴ ϯ Ϯ ϭ ϴ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚd ƌ ŝ Ő Ő Ğ ƌ Ğ Ě E Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ ϱ ϯ ϰ ϯ ϯ ϱ ϱ ϯ ϰ ϯ ϯ ϱ ϱ ϯ ϰ ϯ ϯ ϱ ϱ ϯ ϰ ϯ ϯ ϱ ϱ ϯ ϰ ϯ ϯ ϱ ϭϭ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ н ϭ ϯ ϱ Ζ dĂ Ɖ Ğ ƌ ϵϬ Ζ d Ă Ɖ Ğ ƌ ; Λ ϳ ͘ ϱ ͗ ϭ d Ă Ɖ Ğ ƌ ZĂ ƚ ŝ Ž Ϳ н ϱ Ϭ Ζ ^ ƚ Ž ƌ Ă Ő Ğ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě Ǉ z Ğ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d ƌ Ă Ĩ Ĩ ŝ Đ ^ > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ ϭ ϰ ϲ ϭ ϰ ϲ ϭ ϰ ϲ ϭ ϰ ϲ ϭ ϰ ϲ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ ϱ Ϯ Ϯ ϭ ϳ ϱ Ϯ Ϯ ϭ ϳ ϱ Ϯ Ϯ ϭ ϳ ϱ Ϯ Ϯ ϭ ϳ ϱ Ϯ Ϯ ϭ ϳ E Ž Ŷ Ğ EŽ ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽ ƚ d ƌ ŝ Ő Ő Ğ ƌĞ Ě t > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ Ϭ ϱ Ϭ Ϭ ϱ Ϭ Ϭ ϱ Ϭ Ϭ ϱ Ϭ Ϭ ϱ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě E > Ğ Đ Ğ ů Ϯϱ E Z Ͳ х Ϯ ϱ ϭ ϭ ϲ Ϯ Ϯ ϭ ϭ ϲ Ϯ Ϯ ϭ ϭ ϲ Ϯ Ϯ ϭ ϭ ϲ Ϯ Ϯ ϭ ϭ ϲ Ϯ Ϯ E Ž Ŷ Ğ EŽ ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽ ƚ d ƌ ŝ Ő Ő Ğ ƌĞ Ě E Z Ğ Đ Ğ ů Ϯϱ E Z Ͳ х ϱ Ϭ ϭ ϰ Ϭ ϭ ϰ Ϭ ϭ ϰ Ϭ ϭ ϰ Ϭ ϭ ϰ Ϭ E Ž Ŷ Ğ E Ž ƚ t Ă ƌ ƌ Ă Ŷ ƚ Ğ Ě EŽƚdƌ ŝ Ő Ő Ğ ƌ Ğ Ě 6 D t Ğ Ɛ ƚ Đ Đ Ğ Ɛ Ɛ Θ ^Ɖ ƌ ŝ Ŷ Ő s Ă ů ů Ğ Ǉ Z Ž Ă Ě 1Ba s e d u p o n St a t e H i g h w a y A c c e s s C o d e re q u i r e m e n t s f o r a n R - A r o a d w a y w i t h p o s t e d s p e e d o f 4 5 m p h . dƌ ŝ Ő Ő Ğ ƌ Ğ Ě ď Ǉ ^ ƚ Ă ƚ Ğ , ŝ Ő Ś ǁ Ă Ǉ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ s Ž ů Ƶ ŵ Ğ Ɛ dƌ ŝ Ő Ő Ğ ƌ Ğ Ě ď Ǉ ^ ƚ Ă ƚ Ğ , ŝ Ő Ś ǁ Ă Ǉ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ ^ Ă Ĩ Ğ ƚ Ǉ Ă Ŷ Ě K Ɖ Ğ ƌ Ă ƚ ŝ Ž Ŷ Ɛ 7 D Ă Ɛ ƚ Đ Đ Ğ Ɛ Ɛ Θ ^Ɖ ƌ ŝ Ŷ Ő s Ă ů ů Ğ Ǉ Z Ž Ă Ě Đ Đ Ğ ů Ž ƌ Ğ Đ Ğ ů 5 &ƌ Ž Ŷ ƚ Ă Ő Ğ Z Ž Ă Ě Θ Z ϭϭ ϰ 4 ^, ϴ Ϯ Θ Z ϭ ϭ ϰ η /Ŷ ƚ ͘ Dǀ ŵ ƚ WŽ Ɛ ƚ Ğ Ě ^Ɖ Ğ Ğ Ě >ŝ ŵ ŝ ƚ ;D W , Ϳ ^, dƌ ŝ Ő Ő Ğ ƌ sŽ ů Ƶ ŵ Ğ ;s W , Ϳ zĞ Ă ƌ Ϯ Ϭ Ϯ ϯ ' zĞ Ă ƌ Ϯ Ϭ ϰ ϱ ' dƌ ŝ Ő Ő Ğ ƌ z Ğ Ă ƌ Θ Ž Ŷ Ě ŝ ƚ ŝ Ž Ŷ zĞ Ă ƌ Ϯ Ϭ Ϯ ϯ d Ž ƚ Ă ů zĞ Ă ƌ Ϯ Ϭ ϰ ϱ d Ž ƚ Ă ů ǆ ŝ Ɛ ƚ ŝ Ŷ Ő d Ƶ ƌ Ŷ > Ă Ŷ Ğ Đ Đ Ğ Ɛ Ɛ Ž Ě Ğ Z Ğ Ƌ Ƶ ŝ ƌ Ğ Ě d Ƶ ƌ Ŷ >Ă Ŷ Ğ ZŽ Ă Ě ů Ă Ɛ Ɛ ŝ Ĩ ŝ Đ Ăƚ ŝ Ž Ŷ zĞ Ă ƌ Ϯ Ϭ Ϯ Ϯ ǆ ŝ Ɛ ƚ ŝ Ŷ Ő Ta b l e 8 : A u x i l i a r y T u r n L a n e R e c o m m e n d a t i o n s P a r t 2 Spring Valley Ranch January 31, 2023 Page 34 SH 82 & CR 114/Spring Valley Road (Intersection #4): Ten (10) auxiliary turn lanes are warranted at this intersection. Eight (8) of these lanes are present, although all of them are undersized per current warrants. All ten of these lanes are warranted by Year 2022 existing traffic volumes, although the lanes that include storage will increase in size based upon the total traffic conditions. Additionally, the southbound left turn deceleration lane should be configured as a dual left turn (i.e., two left turn lanes) for total traffic conditions. The westbound right turn should have a channelization island that will allow this movement to be configured as a free movement. See Table 8 for the Access Code turn lane geometrics. See Figure 10 for the intersection lane configuration. Frontage Road & CR 114/Spring Valley Road (Intersection #5): There are no auxiliary turn lanes at this intersection. An eastbound right turn deceleration lane is warranted by Year 2022 existing traffic volumes. The eastbound right turn deceleration lane consists of 145’ of storage + 120’ of taper at 10:1 ratio. A northbound left turn deceleration lane is warranted by Year 2022 existing traffic volumes. The addition of a “Do Not Block Intersection” (MUTCD R10-7) should be added to both the east and west legs of this intersection. See Figure 10 for the intersection lane configuration. CMC West Access & CR 114/Spring Valley Road (Intersection #6): A westbound left turn deceleration lane is warranted by Year 2022 existing conditions. This turn lane does not exist. It should consist of 45’ of storage + 90’ of taper at a 7.5:1 ratio. A northbound right turn deceleration lane exists with 110’ of storage and a 135’ taper, which is greater than the warranted 50’ storage with a 90’ taper at a 7.5:1 ratio. CMC East Access & CR 114/Spring Valley Road (Intersection #7): There are no existing turn lanes, and no turn lanes are warranted at this intersection. Figure 10: Lane Configurations for Intersections #4 and #5 Note: A = Acceleration Lane, C = Channelized Free Movement Right Turn R10-7 R10-7 Spring Valley Ranch January 31, 2023 Page 35 5.2 Total Traffic Levels of Service An HCM 2010 analysis under total traffic conditions was performed for the proposed site access under both short-term Year 2023 and long-term Year 2045 traffic conditions. The results can be seen in Table 9 and Table 10. Spring Valley Ranch January 31, 2023 Page 36 Table 9: Year 2023 Total Traffic Level of Service Spring Valley Ranch January 31, 2023 Page 37 Table 10: Year 2045 Total Traffic Level of Service As can be seen in Table 9 and Table 10, five of the seven intersections are anticipated to operate at an acceptable overall intersection Levels of Service through the long- term planning horizon Year 2045 total traffic conditions. The other two intersections Spring Valley Ranch January 31, 2023 Page 38 with failing LOS are anticipated to have excessive delay under background traffic conditions as well. SH 82 & CR 115/Red Canyon Road: The east leg and the west leg of this intersection is anticipated to operate at a failing LOS F with Year 2023 total traffic conditions. The southbound left movement has a failing LOS E with Year 2045 total traffic conditions. The south leg is anticipated to have an acceptable LOS through Year 2045 total traffic conditions. The west and east legs have a failing LOS due to the high northbound and southbound traffic volumes. This intersection is stop controlled in the eastbound and westbound direction. Therefore, vehicles on the east and west leg looking to merge onto SH 82 must wait for a gap to open. This is hard to achieve due to the high traffic volumes on SH 82. Large queues and delays develop due to vehicles on the east and west leg having to wait for a gap to develop on SH 82. The southbound left movement has a failing LOS due to the high northbound traffic volume. The high northbound through traffic volumes make it difficult for southbound vehicles on SH 82 to merge onto CR 115. Vehicles looking to make the southbound left movement have to wait in queue for a gap to be created in the northbound traffic. SVR West Access & CR 115/Red Canyon Road: This intersection is anticipated to operate at an acceptable LOS A through Year 2045 total traffic conditions. SVR East Access & CR 115/Red Canyon Road: This intersection is anticipated to operate at an acceptable LOS A through year 2045 total traffic conditions. SH 82 & CR 114/Spring Valley Road: The east and west legs have a failing LOS F with Year 2023 total traffic conditions. The northbound through, northbound left, and southbound left movements have a failing LOS as well. This intersection is signalized with the north and south legs (SH 82) being the main line and getting most of the green time in one cycle. The east and west legs have a failing LOS due to the signal time given to these movements per cycle not being enough. The signal time given does not allow for the traffic volumes on the west and east legs to flush out in one cycle. This forces some vehicles to wait in queue for more than one cycle length. Figure 12 shows the existing 170 second signal timing. The westbound right movement was changed to a channelized free turn with year 2045 background and total traffic conditions. There is currently a westbound right deceleration and acceleration lane, however, it is stop controlled. It was changed to channelized with free movement to yield a better LOS. The LOS improved to LOS A with this change. The northbound through and northbound left movements have a failing LOS due to the high traffic volumes going through this intersection. The cycle length is not long enough for the northbound through and northbound left traffic volumes to flush out in one cycle despite the north and south leg getting the most signal time in each cycle. Spring Valley Ranch January 31, 2023 Page 39 Vehicles are forced to wait in queue for more than one cycle due to the signal timing not allowing for all vehicles to flush out in one cycle. The southbound left movement also has a failing LOS. This movement has a failing LOS due to the signal timing given to this movement not being enough for all vehicles to flush out in one cycle length. This forces some vehicles to wait in queue for more than one cycle length. The current cycle length is 170 seconds (2 minutes and 50 seconds). If some vehicles are forced to wait in queue for more than one cycle, then they may have to wait in queue for over five minutes. Frontage Road & CR 114/Spring Valley Road: This intersection is anticipated to operate at an acceptable LOS A through year 2045 total traffic conditions. CMC West Access & CR 114/Spring Valley Road: This intersection is anticipated to operate at an acceptable LOS A through year 2045 total traffic conditions. CMC East Access & CR 114/Spring Valley Road: This intersection is anticipated to operate at an acceptable LOS A through year 2045 total traffic conditions. 5.3 SimTraffic Analysis Intersections #4 and #5 (SH 82 & CR 114/Spring Valley Road and Frontage Road & CR 114/Spring Valley Road) are closely spaced (approximate centers of intersections are 105’). Figure 11 shows the plan view of these two intersections. As a result, the interactions of these intersections affect the operations of each other. Synchro does not consider the spacing of adjacent intersections in some of its calculations, and therefore the utilization of the SimTraffic software is appropriate for additional analysis and understanding of the interactions between these intersections. SimTraffic is a microsimulation software that is integrated with Synchro. It analyzes operations based upon each vehicle being added into the network and the result summarized as a series of runs. Each run is generated pseudo-randomly, and typically 5 runs are aggregated together, and the results are the average of these runs. The 2045 Total AM and PM scenarios were analyzed, as these scenarios represent the highest demand. From observations of the total traffic in Section 4.7, it is apparent that the southbound left turning movement does not have sufficient green time, and therefore is experiencing excessive delay. Additionally, the northbound left turning movement is also experiencing excessive delay. These movements are both functions of the current signal timing that shows up as 20 seconds for phases 1 and 5. The westbound left movement is also experiencing excessive delay, as a result of competition of phase 1, 5, and 2. Keeping the northbound and southbound movements (phases 2 and 6) at 120 seconds, it is not practical for these above mentioned movements to increase their throughput capacity without an increase in cycle length. Spring Valley Ranch January 31, 2023 Page 40 For the SimTraffic analysis, the cycle length was increased by 10 seconds by adding additional time onto the southbound left movement (phase 5), and the east and westbound movements (phases 4 and 8). Figure 12 shows the existing 170 second signal timing, and Figure 13 shows the proposed 180 second signal timing. Table 11 shows the queue lengths as reported by SimTraffic for the 2045 Total AM and PM conditions with the default signal timing of 170 seconds and the lengthened cycle time of 180 seconds. Figure 11: Intersections #4 and #5 Figure 12: 170 Second Default Signal Timing Figure 13: 180 Second Proposed Signal Timing Intersection Spacing 105’ Spring Valley Ranch January 31, 2023 Page 41 Table 11: SimTraffic Queue Length Summary Table 12: SimTraffic Total Delay Summary Description To t a l 2 0 4 5 A M 17 0 S e c o n d s To t a l 2 0 4 5 A M 18 0 S e c o n d s % + I n c r e a s e / -D e c r e a s e To t a l 2 0 4 5 P M 17 0 S e c o n d s To t a l 2 0 4 5 P M 18 0 S e c o n d s % + I n c r e a s e / -D e c r e a s e Int #4 - Total Delay/Vehicle (s)90.5 71.9 -20.5% 92.5 78.5 -15.1% Int #5 - Total Delay/Vehicle (s)148.7 109.9 -26.1% 973.5 1175.6 +17.2% From inspection of Table 11 above, the additional timing on the southbound left movement significantly reduces the queue length on SH82. Additionally, Table 12 shows overall total delay per vehicle decreasing by 15% to 26% for intersection #4. Therefore, as traffic volumes in the future begin to congest and affect overall signal operations, it is suggested that the increased cycle length be implemented to help overall operations at the intersection. Spring Valley Ranch January 31, 2023 Page 42 5.4 Site Accesses Sight Distance Sight distance requirements are determined by Section 3.2.2 of the American Association of State Highway and Transportation Officials (AASHTO): A Policy on Geometric Design of Highways and Streets (AASHTO’s Greenbook). West Access (Intersection #2): The west access is located near the top of a crest curve. Sight distance to/from the west may be compromised due to the height of the hill. The access may need to be shifted 50 to 100 feet to the west to provide adequate sight distance. Posted speed limit is 25mph. However, based upon average daily counts taken to the west along CR115, 85th percentile speeds were observed at 44.4mph westbound and 46.1 eastbound. Additionally, design speeds are typically 10mph higher than posted speed limits. Therefore, from a conservative perspective, using a 35mph design speed would be appropriate. The grades approaching the crest curve are approximately 6% upgrades in both directions, based upon Google Earth Pro elevation data. As a result, a minimum of 229 feet should be maintained for stopping sight distance. See Table 3-2 Stopping Sight Distance on Grades (Figure 15). For decision sight distance, a minimum of 275 feet should be maintained, per Table 3-3 Decision Sight Distance (Figure 16). Figure 14: AASHTO Greenbook Table 3-1. Stopping Sight Distance on Level Roadways Spring Valley Ranch January 31, 2023 Page 43 Figure 15: AASHTO Greenbook Table 3-2. Stopping Sight Distance on Grades Figure 16: AASHTO Greenbook Table 3-3. Decision Sight Distance Spring Valley Ranch January 31, 2023 Page 44 East Access (Intersection #3): The east access is located approximately 500 feet east of the CR115/ CR114 intersection. Sight distance at this intersection is in excess of the 275 feet as shown in Table 3-3. Decision Sight Distance (Figure 16). 5.5 State Highway Access Permit A new State Highway Access Permit will be required for the intersection SH 82 and CR 114/Spring Valley Road (Intersection #4) and for the intersection of SH 82 and CR 115/Red Canyon Road (Intersection #1). Spring Valley Ranch January 31, 2023 Page 45 6.0 Recommendations and Conclusions Spring Valley Ranch is a proposed residential development with several on-site amenities. The development will include residential homes, a golf course, a clubhouse, a trailhead recreation center, and a village commercial district. The village commercial district would include several on-site amenities such as restaurants, athletic club, grocery, post office, and other amenities for SVR residents. Many of these amenities will be private with exclusive use only by SVR residents, and some uses will be open to the public, such as a general store and trailhead access. The project is proposed to be constructed in multiple phases. This study analyzes a buildout condition of the project with estimated completion in Year 2023. The project site is located approximately three miles northeast of the SH 82 and CR 114/Spring Valley Road intersection. Trip Generation: The project is anticipated to generate a total of 5,703 trips over the course of an average weekday. This includes 170 inbound and 336 outbound trips during the morning peak hour. The evening peak hour is expected to generate 369 inbound trips and 255 outbound trips. The Saturday peak hour is expected to generate 247 inbound and 267 outbound trips. Site Accesses: The Spring Valley Ranch development is proposing two site accesses at project buildout. Refer to Figure 2 for the site plan showing the site accesses. The two site accesses proposed at project buildout are anticipated to operate at acceptable Levels of Service through Year 2045 total traffic conditions. •Spring Valley Ranch West Access & CR 115 (Intersection #2) •Spring Valley Ranch East Access & CR 115 (Intersection #3) Intersection Analysis: In addition to the proposed site accesses, this report also studies five additional off-site intersections: •SH 82 & CR 115/Red Canyon Road (Intersection #1) •SH 82 & CR 114/Spring Valley Road (Intersection #4) •Frontage Road & CR 114/Spring Valley Road (Intersection #5) •Colorado Mountain College (CMC) West Access & CR 114/Spring Valley Road (Intersection #6) •CMC East Access & CR 114/Spring Valley Road (Intersection #7) Auxiliary Turn Lanes: Auxiliary turn lane requirements are detailed in Table 7 and Table 8. SH 82 & CR 115/Red Canyon Road (Intersection #1): There are existing northbound left turn deceleration and southbound left turn deceleration lanes. The southbound left turn deceleration lane is undersized per current warrants. The westbound right turn acceleration lane, northbound right turn deceleration lane, and southbound left turn deceleration lane are all warranted by Year 2022 existing Spring Valley Ranch January 31, 2023 Page 46 traffic volumes. The westbound right turn deceleration lane is warranted by Year 2045 background traffic. SVR West Access & CR 115/Red Canyon Road (Intersection #2): There are no existing turn lanes and there are no warranted turn lanes at this intersection. SVR East Access & CR 115/Red Canyon Road (Intersection #3): There are no existing turn lanes and there are no warranted turn lanes at this intersection. SH 82 & CR 114/Spring Valley Road (Intersection #4): Ten (10) auxiliary turn lanes are warranted at this intersection. Eight (8) of these lanes are present, although all of them are undersized per current warrants. All ten of these lanes are warranted by Year 2022 existing traffic volumes, although the lanes that include storage will increase in size based upon the total traffic conditions. Additionally, the southbound left turn deceleration lane should be configured as a dual left turn (i.e., two left turn lanes) for total traffic conditions. The westbound right turn should have a channelization island that will allow this movement to be configured as a free movement. See Figure 10 for the intersection lane configuration. Frontage Road & CR 114/Spring Valley Road (Intersection #5): There are no auxiliary turn lanes at this intersection. An eastbound right turn deceleration lane is warranted by Year 2022 existing traffic volumes. A northbound left turn deceleration lane is warranted by Year 2022 existing traffic volumes. The addition of a “Do Not Block Intersection” (MUTCD R10-7) should be added to both the east and west legs of this intersection. See Figure 10 for the intersection lane configuration. CMC West Access & CR 114/Spring Valley Road (Intersection #6): A westbound left turn deceleration lane is warranted by Year 2022 existing conditions. A northbound right turn deceleration lane exists and its configuration is greater than the warranted lengths. CMC East Access & CR 114/Spring Valley Road (Intersection #7): There are no existing turn lanes, and no turn lanes are warranted at this intersection. Background and Total Level of Service: Intersections #2, #3, #6, and #7: will operate at a level of service (LOS) C or better through Year 2045 Total traffic conditions. SH 82 & CR 115/Red Canyon Road (Intersection #1): will see LOS F on the eastbound and westbound approaches that will degrade with future traffic volumes. Additionally, this unsignalized intersection will see the southbound left approach degrade to LOS E and F for 2045 Background and Total traffic conditions respectively. Spring Valley Ranch January 31, 2023 Page 47 SH 82 & CR 114/Spring Valley Road (Intersection #4): This signalized intersection will see LOS F on many movements in both Year 2023 Background and Total traffic conditions, with these movements continuing to degrade into Year 2045 Background and Total traffic conditions. The current signal timing of 170 second cycle length does not adequately flush many of the movements, and during peak traffic periods, the intersection will see LOS failures on all legs. An increase of the signal timing by 10 seconds to 180 second cycle length, and providing additional green time on the side streets will help overall total vehicle delay. It is suggested that as traffic increases further attention to additional cycle length be implemented. From a practical perspective, it is impossible to fully mitigate all movements to be less than failing when a long signal cycle length is in operation. Frontage Road & CR 114/Spring Valley Road (Intersection #5): This intersection, as reported by Synchro (Table 9 and Table 10) appears to have good levels of service (LOS) of D or better into Year 2045 Total traffic conditions. However, based upon SimTraffic analysis which analyzes the effects of adjacent intersection influences, this intersection will show substantial delays and queues on both north and south legs, with westbound queues extending from Intersection #4. An increase of the signal timing will provide better throughput to Intersection #4, which will have a direct effect on Intersection #5. Sight Distance at Accesses: West Access (Intersection #2): The west access is located near the top of a crest curve. Sight distance to/from the west may be compromised due to the height of the hill. The access may need to be shifted 50 to 100 feet to the west to provide adequate sight distance. A minimum of 229 feet should be maintained for stopping sight distance. For decision sight distance, a minimum of 275 feet should be maintained. East Access (Intersection #3): The east access is located approximately 500 feet east of the CR115/ CR114 intersection. Sight distance at this intersection is in excess of 275 feet. State Highway Access Permit: A new State Highway Access Permit will be required for the intersection SH 82 and CR 114/Spring Valley Road (Intersection #4) and for the intersection of SH 82 and CR 115/Red Canyon Road (Intersection #1). In summary, the proposed Spring Valley Ranch development is anticipated to be fully served by the surrounding transportation infrastructure, with the above recommended infrastructure improvements. Spring Valley Ranch January 31, 2023 Page 48 7.0 Appendix Reference Documents 1. Online Transportation Information System, Colorado Department of Transportation, 2022. https://dtdapps.coloradodot.info/otis. 2. Garfield County Comprehensive Plan 2030, 2020. 3. Highway Capacity Manual, 6 th Edition. Transportation Research Board, 2016. 4. Trip Generation Handbook, An ITE Recommended Practice. Institute of Transportation Engineers, 2001. 5. Trip Generation Manual, 11 th Edition of Transportation Engineers, 2021. 6. A Policy on Geometric Design of Highway and Streets, 7 th Edition, AASHTO, 2018 7. Manual on Traffic Control Devices. Federal Highway Administration, 2009. 8. State of Colorado State Highway Access Code, 2002. Included Documents 1. Traffic Impact Study Scoping Form 2. CDOT OTIS Data 3. Traffic Counts 4. Internal Trip Rate Reduction Calculations 5. Traffic Signal Timing Data 6. Synchro Reports 7. SimTraffic Reports 2/10/23, 12:42 PM McDowell Engineering Mail - Spring Valley Ranch - Garfield County - SH82 https://mail.google.com/mail/u/1/?ik=6961f4f987&view=pt&search=all&permmsgid=msg-f%3A1757097819156322687&dsqt=1&simpl=msg-f%3A1757… 1/ Greg Schroeder <greg@mcdowelleng.com> Spring Valley Ranch - Garfield County - SH82 Killian - CDOT, Brian <brian.killian@state.co.us>Mon, Feb 6, 2023 at To: Greg Schroeder <greg@mcdowelleng.com> Cc: Edgar Palacios <edgar@mcdowelleng.com>, jon@landwestcolorado.com, Kari McDowell Schroeder <kari@mcdowelleng.com>, wkeesbery@garfield-county.com, Karthik Vishwamitra - CD <karthik.vishwamitra@state.co.us>, Kandis Aggen - CDOT <kandis.aggen@state.co.us> Greg, The revised methodology is acceptable to CDOT. Thanks, Brian Killian Region 3 Access Program Manager Traffic & Safety P 970-683-6284 |¬C 970-210-1101¬ | ¬F 970-683-6290 222 S. 6th St, Room 100 Grand Junction, CO 81501 brian.killian@state.co.us¬ | ¬www.codot.gov¬ | ¬www.cotrip.org On Thu, Jan 26, 2023 at 10:03 AM Greg Schroeder <greg@mcdowelleng.com> wrote: Brian, Thank you for the web conference this week. Enclosed is our revised scoping form as well as traffic counts that we have collected. We are looking to wrap up the study here by early next ZHHNso please let us know if you have any additional comments. Thanks, Greg Schroeder, PE Senior Transportation / Traffic Engineer 241 Broadway Street, Suite 202 PO Box 4259 Eagle, CO 81631 970.948.1376 greg@mcdowelleng.com www.mcdowelleng.com On Tue, Nov 1, 2022 at 9:25 AM Killian - CDOT, Brian <brian.killian@state.co.us> wrote: Page 1 Transportation Impact Study Methodology Form Prior to starting a traffic impact study, a Methodology Form must be submitted for review and signed by the Region 3 Access Engineer. It shall be included as part of the study. CONTACT INFORMATION Consultant: Name:_______________________________________________________________________________ Telephone:_______________________________________________________________________________ Email:_______________________________________________________________________________ Developer/Owner Name:_______________________________________________________________________________ PROJECT INFORMATION Project Name Project Location Project Description (Attached proposed site plan) State Highway County Mile Post Posted Speed Limit TIS ASSUMPTIONS Study Years Current Year: Buildout Year: Long Term Year: Traffic Assessment Level (Provide justification) Study Intersections 1.6. 2.7. 3.8. 4.9. 5.10. Future Growth Rate OTIS Regional TDM Other Seasonal Adjustment Factor McDowell Engineering -Greg Schroeder (970)948 - 1376 Greg@mcdowelleng.com Rich Wagner Spring Valley Ranch Approximately 5 miles east of SH 82 near the intersection of CR 114 & CR 115. Spring Valley Ranch is proposing different land uses such as ranches, multiple estates, cabins, lodges/condos, and community housing. See attached site plan for # of units. State Highway 82 Garfield County MM 6.6 and MM 7.8 65 mph 2022 2023 2045 Traffic Impact Study Level 3 SH82 & Spring Valley Road Tube Counts - 2 locations near SH 82 Spring Valley Rd & Frontage Road Spring Valley Rd & W CMC Entrance Spring Valley Rd & E CMC Entrance Red Canyon Rd & SH 82/Grand Ave 1.12%■See Notes ■ SAF on SH 82 will be calculated using CDOT OTIS Traffic Counts on SH 82 Page 2 ASSUMPTIONS CONTINUED Project Trip Distribution (State assumptions and attach sketch that shows individual movements.) Trip Reduction Percentage Internal Capture: Pass By: Multi-Modal: Other: Study Time Periods (Check all that apply) AM (7-9) PM (4-6) Weekday SAT (Midday) Other Existing and Proposed ITE Trip Generation Land Use Analysis Methods (Check all that apply) Synchro or HCS (isolated intersections only) SimTraffic or Other (closely spaced intersections or when known/expected queuing issue) Signal Warrants Pedestrian/Transit/Bicycle Safety/Sight Distance Queuing and Storage Other Notes and Other Assumptions Crash Data CDOT will perform a crash data analysis for the highway in the vicinity of the proposed access and provide to the consultant. As a part of the study consultant shall recommend mitigation measures for any identified safety issues. Simulation Input Files Consultant to provide computer files used for analysis with a signed and sealed copy of the study. CDOT INTERNAL USE ONLY Review Comments Revise and Resubmit Engineer Signature/Date Approved Based on the site plan and google travel times it was assumed that 95% of site generated traffic would use CR 114 to access State highway 82 and 5% would use CR 115. At the intersection with SH 82, it was assumed 65% would go north towards Glenwood and the 30% would go south towards Carbondale. See attached directional distribution map. 75% 0% 0% #210-Single Family Detached Housing, #220-Multifamily Housing (low-rise), #411-Public Park, #851-Convenience Store, #430-Golf Course, #936-Coffee Shop w/out Drive Through, #466-Snow Ski Area, #932-High Turnover (Sit-Down Restaurant). View Trip Gen attached. No multi-modal reduction will be used due to the project site being separated from other local stores and attractions. 2 ADT locations (one near CMC, other near SH82 intersection, location to be coordinated with Garfield County) Th e i n f o r m a t i o n c o n t a i n e d i n t h i s ma p i s b a s e d o n t h e m o s t c u r r e n t l y av a i l a b l e d a t a a n d h a s b e e n ch e c k e d f o r a c c u r a c y . C D O T d o e s no t g u a r a n t e e t h e a c c u r a c y o f a n y in f o r m a t i o n p r e s e n t e d , i s n o t l i a b l e in a n y r e s p e c t f o r a n y e r r o r s o r om i s s i o n s , a n d i s n o t r e s p o n s i b l e fo r d e t e r m i n i n g " f i t n e s s f o r u s e " . Le g e n d Ro u t e Mi l e p o i n t St r u c t u r e s Ma j o r S t r u c t u r e Mi n o r S t r u c t u r e .Cr e a t e d : Ro u t e 0 8 2 A F r o m 3 t o 7 Da t e : 1 / 2 4 / 2 0 2 3 Ti m e : 9 : 4 5 : 0 7 A M 0 0 . 2 5 0 . 5 0 . 7 5 1 Mi l e s Fr o m 3 T o 4 Ro u t e 0 8 2 A Ra m p s Ov e r p a s s Un d e r p a s s St r u c t u r e s 3 4 Change In Roadway Co Rd 154 Change In Roadway CL A S S I F I C A T I O N Ac c e s s C o n t r o l E- X : E x p r e s s w a y , M a j o r B y p a s s Ad m i n i s t r a t i v e C l a s s CD O T H i g h w a y Fo r e s t R o u t e 0 Fu n c t i o n a l C l a s s 3 P r i n c i p a l A r t e r i a l - O t h e r Hi g h w a y D e s i g n a t i o n SH NH S D e s i g n a t i o n 1 M a i n l i n e N H S PA V E M E N T Pr i m a r y D L C l a s s HI G H SA F E T Y Pr i m a r y S p e e d L i m i t 55 65 Se c o n d a r y S p e e d L i m i t 55 65 TR A F F I C AA D T 26 0 0 0 De s i g n H o u r T r u c k Pe r c e n t a g e 0. 8 0 DH V 10 . 0 Of f P e a k T r u c k Pe r c e n t a g e 3. 7 0 Ro u t e C a p a c i t y 57 0 0 V/ C R a t i o 0. 6 0 V/ C R a t i o 2 0 0. 7 5 VM T 14 4 2 7 4 Ye a r 2 0 F a c t o r 1. 2 5 It m a y a p p e a r t h a t i n f o r m a t i o n i s m i s s i n g f r o m t h e s t r a i g h t li n e d i a g r a m . I f s o , r e d u c e t h e n u m b e r o f m i l e s / p a g e a n d re - s u b m i t th e r e q u e s t . Fr o m 4 T o 5 Ro u t e 0 8 2 A Ra m p s Ov e r p a s s Un d e r p a s s St r u c t u r e s 4 5 Driveway CL A S S I F I C A T I O N Ac c e s s C o n t r o l E- X : E x p r e s s w a y , M a j o r B y p a s s Ad m i n i s t r a t i v e C l a s s CD O T H i g h w a y Fo r e s t R o u t e 0 Fu n c t i o n a l C l a s s 3 P r i n c i p a l A r t e r i a l - O t h e r Hi g h w a y D e s i g n a t i o n SH NH S D e s i g n a t i o n 1 M a i n l i n e N H S PA V E M E N T Pr i m a r y D L C l a s s HI G H SA F E T Y Pr i m a r y S p e e d L i m i t 65 Se c o n d a r y S p e e d L i m i t 65 TR A F F I C AA D T 26 0 0 0 De s i g n H o u r T r u c k Pe r c e n t a g e 0. 8 0 DH V 10 . 0 Of f P e a k T r u c k Pe r c e n t a g e 3. 7 0 Ro u t e C a p a c i t y 57 0 0 V/ C R a t i o 0. 6 0 V/ C R a t i o 2 0 0. 7 5 VM T 14 4 2 7 4 Ye a r 2 0 F a c t o r 1. 2 5 It m a y a p p e a r t h a t i n f o r m a t i o n i s m i s s i n g f r o m t h e s t r a i g h t li n e d i a g r a m . I f s o , r e d u c e t h e n u m b e r o f m i l e s / p a g e a n d re - s u b m i t th e r e q u e s t . Fr o m 5 T o 6 Ro u t e 0 8 2 A Ra m p s Ov e r p a s s Un d e r p a s s St r u c t u r e s 5 6 Old Hwy 82 CL A S S I F I C A T I O N Ac c e s s C o n t r o l E- X : E x p r e s s w a y , M a j o r B y p a s s Ad m i n i s t r a t i v e C l a s s CD O T H i g h w a y Fo r e s t R o u t e 0 Fu n c t i o n a l C l a s s 3 P r i n c i p a l A r t e r i a l - O t h e r Hi g h w a y D e s i g n a t i o n SH NH S D e s i g n a t i o n 1 M a i n l i n e N H S PA V E M E N T Pr i m a r y D L C l a s s HI G H SA F E T Y Pr i m a r y S p e e d L i m i t 65 Se c o n d a r y S p e e d L i m i t 65 TR A F F I C AA D T 26 0 0 0 De s i g n H o u r T r u c k Pe r c e n t a g e 0. 8 0 DH V 10 . 0 Of f P e a k T r u c k Pe r c e n t a g e 3. 7 0 Ro u t e C a p a c i t y 57 0 0 V/ C R a t i o 0. 6 0 V/ C R a t i o 2 0 0. 7 5 VM T 14 4 2 7 4 Ye a r 2 0 F a c t o r 1. 2 5 It m a y a p p e a r t h a t i n f o r m a t i o n i s m i s s i n g f r o m t h e s t r a i g h t li n e d i a g r a m . I f s o , r e d u c e t h e n u m b e r o f m i l e s / p a g e a n d re - s u b m i t th e r e q u e s t . Fr o m 6 T o 7 Ro u t e 0 8 2 A Ra m p s Ov e r p a s s Un d e r p a s s St r u c t u r e s 6 7 Co Rd 154 CL A S S I F I C A T I O N Ac c e s s C o n t r o l E- X : E x p r e s s w a y , M a j o r B y p a s s Ad m i n i s t r a t i v e C l a s s CD O T H i g h w a y Fo r e s t R o u t e 0 Fu n c t i o n a l C l a s s 3 P r i n c i p a l A r t e r i a l - O t h e r Hi g h w a y D e s i g n a t i o n SH NH S D e s i g n a t i o n 1 M a i n l i n e N H S PA V E M E N T Pr i m a r y D L C l a s s HI G H SA F E T Y Pr i m a r y S p e e d L i m i t 65 55 65 Se c o n d a r y S p e e d L i m i t 65 55 65 TR A F F I C AA D T 26 0 0 0 De s i g n H o u r T r u c k Pe r c e n t a g e 0. 8 0 DH V 10 . 0 Of f P e a k T r u c k Pe r c e n t a g e 3. 7 0 Ro u t e C a p a c i t y 57 0 0 V/ C R a t i o 0. 6 0 V/ C R a t i o 2 0 0. 7 5 VM T 14 4 2 7 4 Ye a r 2 0 F a c t o r 1. 2 5 It m a y a p p e a r t h a t i n f o r m a t i o n i s m i s s i n g f r o m t h e s t r a i g h t li n e d i a g r a m . I f s o , r e d u c e t h e n u m b e r o f m i l e s / p a g e a n d re - s u b m i t th e r e q u e s t . Full Time Full Time Seasonal Seasonal Part Time Part Time Total FT + Seasonal Total Tuhaye SVR 1.386 75 SVR Employee Housing 17 26 # Non-SVR Employee Living on Site 87 135 Total People Comuting to and from work 222 26 SVR employees get on-site housing, 135 SVR employees don’t get on-site housing and will have to commute to work. 16% of SVR employees live on site and 84% live off site. 87 non-SVR employees will live on-site and will commute to their jobs daily, therefore you have 222 employees generating off-site trips (73 SVR + 26 non-SVR). SVR On-Site Employee Calculations On Site Employee Housing Units Assume 17 of 75 Housing Units are for SVR Employees Assume 1.5 employees per housing unit 133 # SVR Employees Living off-site # SVR Employees Living on Site # Dwelling Units 800 577 % Difference 124 61 38 223 160 Tuhaye Employee Count SVR Employee Count 89 44 27 Internal Capture Rate Calculations Assume a land use generates 100 trips/day Approximatley 75% of trips generated will be from residents/users The other 25% of trips generated will be from SVR employees or deliveries 1) 100 Trips/Day x 25% Employees & Deliveries = 25 trips/day for employees and deliveries 2) 25 trips/day x 16% (SVR employees living on-site) = 4 trips/day 25 trips/day x 84% (SVR employees living off-site & deliveries) = 21 trips/day 3) 21 of the 100 trips/day are from SVR employees living off-site and deliveries 79 of the 100 trips/day are from internal users (residents/customers/Users) 4) 79/100 = 79% internal capture rate. Round up to 80% 21/100 = 21% external trip rate. Round to 20% Of the 25% of trips generated from SVR employees and deliveries, approximately 16% will be from SVR employees living on-site. The other 84% will be from the employees living off-site and the deliveries. The 55% and 45% came from the SVR employee calculations. dĂďůĞϭͲWƌŽũĞĐƚEĂŵĞ WƌŽũĞĐƚdƌŝƉ'ĞŶĞƌĂƚŝŽŶ ƐƚŝŵĂƚĞĚWƌŽũĞĐƚͲ'ĞŶĞƌĂƚĞĚdƌĂĨĨŝĐ1 /dŽĚĞ Ƌ͘ ŽĞĨ ǀ Ő ͘ tĞ Ğ Ŭ Ě Ă Ǉ D W Ğ Ă Ŭ ,Ž Ƶ ƌ WD W Ğ Ă Ŭ ,Ž Ƶ ƌ ^Ă ƚ ͘ WĞ Ă Ŭ , Ž Ƶ ƌ dƌŝƉƐ ;sWͿ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ dǇƉĞ ϯϬ h Ăс Ϭ͘ϵϮ Ϭ͘ϳϭ Ϭ͘ϵϯ Ϭ͘ϴϲ ϯϯϯ Ϯϲй ϴ ϳϰй Ϯϭ ϲϰй ϮϮ ϯϲй ϭϮ ϱϰй ϭϵ ϰϲй ϭϲ ďс Ϯ͘ϲϴ ϳ͘Ϯϯ Ϭ͘ϯϲ ϵ͘ϳϮ dǇƉĞZĂƚĞ ϰϱ h Ăс ϲ͘ϰϭ Ϭ͘ϯϱ Ϭ͘ϰϮ Ϭ͘ϰϭ ϯϲϰ Ϯϰй ϭϭ ϳϲй ϯϯ ϲϮй ϯϯ ϯϴй ϮϬ ϱϰй ϭϬ ϰϲй ϵ ďс ϳϱ͘ϯϭ Ϯϴ͘ϭϯ ϯϰ͘ϳϴ ͲϮϯй ͲϭϲϬ Ͳϰ ͲϭϮ Ͳϭϯ Ͳϳ Ͳϳ Ͳϲ dǇƉĞ ϱϬϮ h Ăс Ϭ͘ϵϮ Ϭ͘ϳϭ Ϭ͘ϵϯ Ϭ͘ϴϲ ϰ͕ϰϱϮ Ϯϲй ϵϱ ϳϰй Ϯϲϵ ϲϰй Ϯϵϴ ϯϲй ϭϲϴ ϰϵй Ϯϭϲ ϱϭй ϮϮϱ ďс Ϯ͘ϲϴ ϳ͘Ϯϯ Ϭ͘ϯϲ ϵ͘ϳϮ ͲϮй ͲϮй Ͳϴй Ͳϴй Ͳϯϱϲ ͲϮ Ͳϱ ͲϮϰ Ͳϭϯ Ͳϭϳ Ͳϭϴ ϰ͕ϲϯϯ ϭϬϴ ϯϬϲ ϯϭϲ ϭϴϬ ϮϮϭ ϮϮϲ EŽƚĞƐ͗ ϭsĂůƵĞƐŽďƚĂŝŶĞĚĨƌŽŵdƌŝƉ'ĞŶĞƌĂƚŝŽŶ͕ϭϭƚŚĚŝƚŝŽŶ͕/ŶƐƚŝƚƵƚĞŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶŶŐŝŶĞĞƌƐ͕^ĞƉƚĞŵďĞƌϮϬϮϭ͘ ϮhсǁĞůůŝŶŐhŶŝƚƐ͕Ŭ^&сϭ͕ϬϬϬ^ƋƵĂƌĞ&ĞĞƚ ͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲZĞƐŝĚĞŶƚŝĂů,ŽƵƐŝŶŐ ηϮϭϬͲ^ŝŶŐůĞ&ĂŵŝůǇĞƚĂĐŚĞĚ ,ŽƵƐŝŶŐ /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ ^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲ;͕Ϳ ϯ&ŝƚƚĞĚĐƵƌǀĞĞƋƵĂƚŝŽŶƐĨƌŽŵ/d>ĂŶĚhƐĞƐͲƋƵĂƚŝŽŶdǇƉĞŝƐdсĂΎyнď͕ƋƵĂƚŝŽŶdǇƉĞŝƐ>Ŷ;dͿсĂΎ>Ŷ;yͿнď͕ZĂƚĞŝƐdсĂΎy hŶŝƚƐϮ ͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲŵƉůŽǇĞĞ,ŽƵƐŝŶŐ ηϮϭϬͲ^ŝŶŐůĞ&ĂŵŝůǇĞƚĂĐŚĞĚ ,ŽƵƐŝŶŐ ηϮϮϬͲDƵůƚŝĨĂŵŝůǇ>ŽǁͲZŝƐĞ /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ/ddƌŝƉ'ĞŶĞƌĂƚŝŽŶƋƵĂƚŝŽŶϯ ǀĞƌĂŐĞ tĞĞŬĚĂǇ DŽƌŶŝŶŐWĞĂŬ,ŽƵƌ ǀĞŶŝŶŐWĞĂŬ,ŽƵƌ ^ĂƚƵƌĚĂǇWĞĂŬ,ŽƵƌ dĂďůĞϭͲWƌŽũĞĐƚEĂŵĞ WƌŽũĞĐƚdƌŝƉ'ĞŶĞƌĂƚŝŽŶ ƐƚŝŵĂƚĞĚWƌŽũĞĐƚͲ'ĞŶĞƌĂƚĞĚdƌĂĨĨŝĐ1 /dŽĚĞ Ƌ͘ ŽĞĨ ǀ Ő ͘ tĞ Ğ Ŭ Ě Ă Ǉ D W Ğ Ă Ŭ ,Ž Ƶ ƌ WD W Ğ Ă Ŭ ,Ž Ƶ ƌ ^Ă ƚ ͘ WĞ Ă Ŭ , Ž Ƶ ƌ dƌŝƉƐ ;sWͿ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϯ͘ϱ <^& Ăс ϲϯ͘ϲϲ ϰ͘ϱϭ ϳ͘ϰϮ ϯ͘ϴϲ ϮϮϯ ϱϬй ϴ ϱϬй ϴ ϱϬй ϭϯ ϱϬй ϭϯ ϰϴй ϳ ϱϮй ϴ ďс dǇƉĞ ϱ ĐƌĞƐ Ăс Ϭ͘ϲϰ Ϭ͘Ϭϱ Ϭ͘Ϭϴ Ϭ͘ϮϬ ϵϮ ϲϯй ϵ ϯϳй ϱ ϰϬй ϳ ϲϬй ϭϬ ϱϱй ϭϱ ϰϱй ϭϮ ďс ϴϴ͘ϰϲ ϭϮ͘ϲϳ ϭϱ͘ϯϲ Ϯϲ͘ϰϬ dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϭ <^& Ăс ϭϬϯ͘ϵϰ ϭϮ͘ϯϴ ϭϱ͘ϭϭ ϱ͘ϯϯ ϭϬϰ ϰϵй ϳ ϱϭй ϳ ϱϭй ϴ ϰϵй ϴ ϱϱй ϯ ϰϱй ϯ ďс dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϭ <^& Ăс ϭϰ͘ϯϵ Ϯ͘ϲϭ ϯ͘ϭϱ ϯ͘ϭϱ ϭϰ ϲϬй Ϯ ϰϬй Ϯ ϰϮй Ϯ ϱϴй Ϯ ϰϮй Ϯ ϱϴй Ϯ ďс Ͳϳϱй ͲϯϮϱ ͲϮϬ Ͳϭϳ ͲϮϯ ͲϮϱ ͲϮϬ Ͳϭϵ ϭϬϴϲϱϳϴϳϲ dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϭϴ ,ŽůĞƐ Ăс ϯϬ͘ϯϴ Ϯ͘ϵϲ ϯ͘ϲϴ ϯ͘Ϭϯ ϱϰϳ ϱϮй Ϯϴ ϰϴй Ϯϲ ϰϳй ϯϭ ϱϯй ϯϱ ϰϵй Ϯϳ ϱϭй Ϯϴ ďс dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϭϮ ,ŽůĞƐ Ăс ϯϬ͘ϯϴ Ϯ͘ϵϲ ϯ͘ϲϴ ϯ͘ϲϴ ϯϲϱ ϱϮй ϭϴ ϰϴй ϭϳ ϰϳй Ϯϭ ϱϯй Ϯϯ ϰϳй Ϯϭ ϱϯй Ϯϯ ďс dǇƉĞ ϭϬ h Ăс Ϭ͘ϵϮ Ϭ͘ϳϭ Ϭ͘ϵϯ Ϭ͘ϴϲ ϭϮϭ Ϯϲй ϰ ϳϰй ϭϭ ϲϰй ϴ ϯϲй ϱ ϱϰй ϭϬ ϰϲй ϵ ďс Ϯ͘ϲϴ ϳ͘Ϯϯ Ϭ͘ϯϲ ϵ͘ϳϮ dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϭϳ <^& Ăс ϲϯ͘ϲϬ ϯ͘ϰϬ ϲ͘ϯϲ ϴ͘ϲϬ ϭ͕Ϭϴϭ ϱϴй ϯϰ ϰϮй Ϯϰ ϲϯй ϲϴ ϯϳй ϰϬ ϰϵй ϳϮ ϱϭй ϳϱ ďс dǇƉĞ E E E E ϱ <^& Ăс Ϭ͘ϬϬ Ϭ͘ϬϬ Ϭ͘ϬϬ Ϭ͘ϬϬ ϱϬ ϱϬй ϱ ϱϬй ϱ ϱϬй ϱ ϱϬй ϱ ϱϬй ϱ ϱϬй ϱ ďс Ϭ͘ϬϬ Ϭ͘ϬϬ Ϭ͘ϬϬ Ϭ͘ϬϬ dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϭϮ <^& Ăс Ϯϴ͘ϴϮ ϭ͘ϴϱ Ϯ͘ϱϯ ϭ͘Ϭϳ ϯϰϲ ϲϯй ϭϰ ϯϳй ϵ ϰϳй ϭϰ ϱϯй ϭϲ ϱϰй ϳ ϰϲй ϲ ďс ͲϴϬй ͲϮ͕ϬϬϴ ͲϴϮ Ͳϳϰ Ͳϭϭϴ Ͳϵϵ Ͳϭϭϰ Ͳϭϭϳ ϱϬϮ Ϯϭ ϭϴ Ϯϵ Ϯϱ Ϯϴ Ϯϵ dǇƉĞ ϭϮ <^& Ăс Ϭ͘ϳϰ Ϭ͘ϲϳ Ϯ͘ϬϬ Ϯ͘ϬϬ ϵϲ ϴϰй ϭϵ ϭϲй ϰ ϭϴй ϱ ϴϮй Ϯϯ ϭϴй ϱ ϴϮй Ϯϯ ďс Ϯ͘ϳϯ ϭ͘ϰϰ ϯ͘ϰϵ ϯ͘ϰϵ ͲϮϱй ͲϮϰ ͲϱͲϭͲϭͲϲͲϭͲϲ ϳϮ ϭϰ ϯ ϰ ϭϳ ϰ ϭϳ EŽƚĞƐ͗ ϭsĂůƵĞƐŽďƚĂŝŶĞĚĨƌŽŵdƌŝƉ'ĞŶĞƌĂƚŝŽŶ͕ϭϭƚŚĚŝƚŝŽŶ͕/ŶƐƚŝƚƵƚĞŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶŶŐŝŶĞĞƌƐ͕^ĞƉƚĞŵďĞƌϮϬϮϭ͘ ϮhсǁĞůůŝŶŐhŶŝƚƐ͕Ŭ^&сϭ͕ϬϬϬ^ƋƵĂƌĞ&ĞĞƚ ϯ&ŝƚƚĞĚĐƵƌǀĞĞƋƵĂƚŝŽŶƐĨƌŽŵ/d>ĂŶĚhƐĞƐͲƋƵĂƚŝŽŶdǇƉĞŝƐdсĂΎyнď͕ƋƵĂƚŝŽŶdǇƉĞŝƐ>Ŷ;dͿсĂΎ>Ŷ;yͿнď͕ZĂƚĞŝƐdсĂΎy /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ ͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲWƵďůŝĐŽŵŵĞƌŶĐĞŵĞŶŝƚǇ ͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲůƵďŚŽƵƐĞsŝůůĂŐĞ ηϰϯϬͲ'ŽůĨŽƵƌƐĞ ͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲDĞƚƌŽŝƐƚƌŝĐƚͬŽƌƉŽƌĂƚŝŽŶzĂƌĚ ηϭϳϬͲhƚŝůŝƚǇ ͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲDĞƚƌŽŝƐƚƌŝĐƚ ηϰϯϬͲ'ŽůĨŽƵƌƐĞ;WĂƌϯ ŽƵƌƐĞͿ hŶŝƚƐϮ ͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲWƵďůŝĐŽŵŵĞƌĐĞŵĞŶŝƚǇ ηϴϭϰͲsĂƌŝĞƚǇ^ƚŽƌĞ ηϰϭϭͲWƵďůŝĐWĂƌŬ /ddƌŝƉ'ĞŶĞƌĂƚŝŽŶƋƵĂƚŝŽŶϯ ǀĞƌĂŐĞ tĞĞŬĚĂǇ ηϳϯϮͲh͘^WŽƐƚKĨĨŝĐĞ ηϳϭϮͲ^ŵĂůůKĨĨŝĐĞƵŝůĚŝŶŐ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ DŽƌŶŝŶŐWĞĂŬ,ŽƵƌ ǀĞŶŝŶŐWĞĂŬ,ŽƵƌ ^ĂƚƵƌĚĂǇWĞĂŬ,ŽƵƌ /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ ͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲůƵďŚŽƵƐĞ ηϮϭϬͲ^ŝŶŐůĞ&ĂŵŝůǇĞƚĂĐŚĞĚ ;&Žƌ>ŽĚŐŝŶŐhƐĞͿ ηϰϵϯͲƚŚůĞƚŝĐůƵď &ŝƌĞ^ƚĂƚŝŽŶ ηϰϵϱͲZĞĐƌĞĂƚŝŽŶĂůŽŵŵƵŶŝƚǇ ĞŶƚĞƌ;&ĂŵŝůǇĂƌŶͿ dĂďůĞϭͲWƌŽũĞĐƚEĂŵĞ WƌŽũĞĐƚdƌŝƉ'ĞŶĞƌĂƚŝŽŶ ƐƚŝŵĂƚĞĚWƌŽũĞĐƚͲ'ĞŶĞƌĂƚĞĚdƌĂĨĨŝĐ1 /dŽĚĞ Ƌ͘ ŽĞĨ ǀ Ő ͘ tĞ Ğ Ŭ Ě Ă Ǉ D W Ğ Ă Ŭ ,Ž Ƶ ƌ WD W Ğ Ă Ŭ ,Ž Ƶ ƌ ^Ă ƚ ͘ WĞ Ă Ŭ , Ž Ƶ ƌ dƌŝƉƐ ;sWͿ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ й dƌŝƉƐ dƌŝƉƐ dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϲ͘ϱ <^& Ăс ϯϵ͘ϮϬ ϭ͘ϰϬ ϯ͘ϵϮ ϯ͘ϭϵ Ϯϱϱ ϰϲй ϱ ϱϰй ϱ ϱϮй ϭϯ ϰϴй ϭϮ ϰϵй ϭϬ ϱϭй ϭϭ ďс ͲϴϬй ͲϮϬϰ Ͳϰ Ͳϰ ͲϭϬ ͲϭϬ Ͳϴ Ͳϵ ϱϭ ϭϭϯϮϮϮ dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϯ ^Ŭŝ>ŝĨƚƐ Ăс ϯϯϳ͘ϳϬ Ϯϰ͘ϲϯ ϯϯ͘ϳϳ ϳϲ͘Ϯϯ ϭ͕Ϭϭϯ ϵϳй ϳϮ ϯй ϯ ϭϮй ϭϮ ϴϴй ϴϵ Ϯϴй ϲϰ ϳϮй ϭϲϱ ďс ͲϴϬй ͲϴϭϬ Ͳϱϴ ͲϮ ͲϭϬ Ͳϳϭ Ͳϱϭ ͲϭϯϮ ͲϭϬй ͲϮϬ ͲϮͲϭͲϭͲϮͲϮͲϰ ϭϴϯ ϭϮ Ϭ ϭ ϭϲ ϭϭ Ϯϵ dǇƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ϰ <^& Ăс ϴϯ͘ϴϰ ϰ͘ϰϳ ϴ͘Ϯϴ ϭϬ͘ϲϴ ϯϯϱ ϴϬй ϭϰ ϮϬй ϰ ϲϭй ϮϬ ϯϵй ϭϯ ϱϵй Ϯϱ ϰϭй ϭϴ ďс ͲϲϬй ͲϮϬϭ Ͳϴ ͲϮ ͲϭϮ Ͳϴ Ͳϭϱ Ͳϭϭ ϭϯϰ ϲ Ϯ ϴ ϱ ϭϬ ϳ dǇƉĞ ϭϱ ĐƌĞƐ Ăс Ϭ͘ϲϰ Ϭ͘Ϭϱ Ϭ͘Ϭϴ Ϭ͘ϮϬ ϵϴ ϲϯй ϵ ϯϳй ϱ ϰϬй ϳ ϲϬй ϭϬ ϱϱй ϭϲ ϰϱй ϭϯ ďс ϴϴ͘ϰϲ ϭϮ͘ϲϳ ϭϱ͘ϯϲ Ϯϲ͘ϰϬ ͲϴϬй Ͳϳϴ Ͳϳ Ͳϰ Ͳϲ Ͳϴ Ͳϭϯ ͲϭϬ ϮϬ ϮϭϭϮϯϯ ϭ͕ϬϳϬ ϲϮ ϯϬ ϱϯ ϳϱ Ϯϲ ϰϭ ϰ͕ϲϯϯ ϭϬϴ ϯϬϲ ϯϭϲ ϭϴϬ ϮϮϭ ϮϮϲ ϱ͕ϳϬϯ ϭϳϬ ϯϯϲ ϯϲϵ Ϯϱϱ Ϯϰϳ Ϯϲϳ EŽƚĞƐ͗ ϭsĂůƵĞƐŽďƚĂŝŶĞĚĨƌŽŵdƌŝƉ'ĞŶĞƌĂƚŝŽŶ͕ϭϭƚŚĚŝƚŝŽŶ͕/ŶƐƚŝƚƵƚĞŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶŶŐŝŶĞĞƌƐ͕^ĞƉƚĞŵďĞƌϮϬϮϭ͘ ϮhсǁĞůůŝŶŐhŶŝƚƐ͕Ŭ^&сϭ͕ϬϬϬ^ƋƵĂƌĞ&ĞĞƚ ϯ&ŝƚƚĞĚĐƵƌǀĞĞƋƵĂƚŝŽŶƐĨƌŽŵ/d>ĂŶĚhƐĞƐͲƋƵĂƚŝŽŶdǇƉĞŝƐdсĂΎyнď͕ƋƵĂƚŝŽŶdǇƉĞŝƐ>Ŷ;dͿсĂΎ>Ŷ;yͿнď͕ZĂƚĞŝƐdсĂΎy dŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐ &͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲtĞƐƚZŝĚŐĞŵĞŶŝƚǇ ^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲ;͕Ϳ '͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲDŽƵŶƚĂŝŶdĞƌƌĂŝŶWĂƌŬŵĞŶŝƚǇ /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ ^ƵďƚŽƚĂůWƌŽƉŽƐĞĚEĞǁdƌŝƉƐ;͕͕͕&͕'͕,͕/Ϳ hŶŝƚƐϮ /ddƌŝƉ'ĞŶĞƌĂƚŝŽŶƋƵĂƚŝŽŶϯ ǀĞƌĂŐĞ tĞĞŬĚĂǇ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ DŽƌŶŝŶŐWĞĂŬ,ŽƵƌ ǀĞŶŝŶŐWĞĂŬ,ŽƵƌ ^ĂƚƵƌĚĂǇWĞĂŬ,ŽƵƌ &͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲtĞƐƚZŝĚŐĞŵĞŶŝƚǇ ηϰϵϮͲ,ĞĂůƚŚͬ&ŝƚŶĞƐƐůƵď /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ /͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲƐƉĞŶZŝĚŐĞWĂƌŬŵĞŶŝƚǇ ηϰϭϭͲWƵďůŝĐWĂƌŬ /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ /͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲƐƉĞŶZŝĚŐĞ ηϰϲϲͲ^ŶŽǁ^ŬŝƌĞĂ /ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ ,͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲEŽƌƚŚDŽƵŶƚĂŝŶWĂƌŬŵĞŶŝƚǇ ηϵϯϭͲ&ŝŶĞŝŶŝŶŐZĞƐƚĂƵƌĂŶƚ ^ŬŝͲ/Ŷ^ŬŝͲKƵƚdƌŝƉZĞĚƵĐƚŝŽŶ '͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲDŽƵŶƚĂŝŶdĞƌƌĂŝŶ ,͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲEŽƌƚŚDŽƵŶƚĂŝŶ Monthly Summary Data CDOT OTIS Station ID 000214, ON SH 82, GLEN AVE S/O BLAKE AVE, GLENWOOD SPRINGS CALYR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 2022 24413 25103 25534 26301 27298 28228 28481 28586 28339 27382 25624 24685 2021 22534 23360 24863 26000 27154 29065 28564 27888 27929 26946 24975 23989 2020 23732 23818 19530 15080 21526 24775 25592 24845 26241 25786 22462 22231 2019 22045 22387 22885 23892 24283 25402 25858 25648 25266 26224 24326 23900 2018 23365 23237 24444 24974 25824 26106 25420 25235 24793 23781 22025 21717 2017 22576 23590 24797 25270 25389 27223 27128 23295 21072 21144 22774 23736 2016 22629 22949 23948 24786 25563 27086 27406 27089 27051 25737 23475 23145 2015 22134 22151 23508 23842 24174 26460 27049 26201 26455 25224 22799 22782 2014 20312 20646 21761 22204 22727 24366 25318 24725 24859 23947 20843 21677 2013 20065 20137 20483 20986 21928 22998 23938 23718 22993 22538 20564 19880 2012 19531 19709 20760 20884 21349 22956 23301 23793 22904 22152 20404 19386 2011 19557 19445 20557 20174 20612 22241 23089 23255 23149 21614 19952 20194 2010 20137 20140 20998 20777 21017 23097 24447 24073 24005 21863 21239 20097 2009 21638 22319 22144 22424 22912 24701 25134 24300 24150 22561 19785 20400 2008 23112 23324 24444 24929 25006 26191 26580 26231 25768 25323 22664 22140 2007 20956 23067 24472 24836 25605 26598 26724 27227 26754 25724 24328 22715 2006 21346 22174 22476 23410 23967 25736 25747 25967 25854 24205 22466 22424 2005 21024 21907 22544 22652 22997 24963 25564 25465 24352 23362 22362 21578 2004 21061 21761 22242 21886 24336 24937 24743 24373 22921 21363 21829 2003 20521 20586 20471 20691 21234 23811 24859 23899 23188 22506 19602 20525 2002 23173 22975 20658 20815 2001 20369 20980 22123 22774 23131 24161 24315 25555 24094 2000 18546 20063 20881 21592 22350 24926 24236 24569 23737 22778 20828 20217 1999 17820 19049 20071 20246 20259 22756 23208 22999 22652 21438 19915 19502 Average 21,289 21,791 22,411 22,651 23,400 25,138 25,517 25,187 24,715 23,832 21,975 21,720 Seasonal Adjustment Factors CDOT OTIS Station ID 000214, ON SH 82, GLEN AVE S/O BLAKE AVE, GLENWOOD SPRINGS Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 21,289 21,791 22,411 22,651 23,400 25,138 25,517 25,187 24,715 23,832 21,975 21,720 Jan 21,289 1.00 1.02 1.05 1.06 1.10 1.18 1.20 1.18 1.16 1.12 1.03 1.02 Feb 21,791 0.98 1.00 1.03 1.04 1.07 1.15 1.17 1.16 1.13 1.09 1.01 1.00 Mar 22,411 0.95 0.97 1.00 1.01 1.04 1.12 1.14 1.12 1.10 1.06 0.98 0.97 Apr 22,651 0.94 0.96 0.99 1.00 1.03 1.11 1.13 1.11 1.09 1.05 0.97 0.96 May 23,400 0.91 0.93 0.96 0.97 1.00 1.07 1.09 1.08 1.06 1.02 0.94 0.93 Jun 25,138 0.85 0.87 0.89 0.90 0.93 1.00 1.02 1.00 0.98 0.95 0.87 0.86 Jul 25,517 0.83 0.85 0.88 0.89 0.92 0.99 1.00 0.99 0.97 0.93 0.86 0.85 Aug 25,187 0.85 0.87 0.89 0.90 0.93 1.00 1.01 1.00 0.98 0.95 0.87 0.86 Sep 24,715 0.86 0.88 0.91 0.92 0.95 1.02 1.03 1.02 1.00 0.96 0.89 0.88 Oct 23,832 0.89 0.91 0.94 0.95 0.98 1.05 1.07 1.06 1.04 1.00 0.92 0.91 Nov 21,975 0.97 0.99 1.02 1.03 1.06 1.14 1.16 1.15 1.12 1.08 1.00 0.99 Dec 21,720 0.98 1.00 1.03 1.04 1.08 1.16 1.17 1.16 1.14 1.10 1.01 1.00 Monthly Summary Data from CDOT OTIS: https://dtdapps.coloradodot.info/otis/TrafficData#ui/1/0/1/station/000214/criteria/082A/0/85.293/false/true/ Data Retrieved on January 31, 2023 www.idaxdata.com to to Three-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 1 2 0 2 5Peak Hour 10 12 28 72 122 0 0 0 0 0 1 2 1 1 8:30 AM 8:00 AM 8:15 AM 0 0 0 4 13 15 32 0 0 0 0 0 1 0 7:45 AM 0 0 0 0 1 4 8 16 29 0 0 0 0 0 0 0 1 0 2 2 5 22 31 0 0 1 0 0 7 2 2 19 30 0 0 0 0 0 0 1 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 2 122 0 HV%-5%5%4%-1%7%8%0%4%4%9%-2%4%4%4%0 Peak Hour All 0 20 43 183 0 84 57 83 3 57 579 35 0 191 1,532 2 23 3 0 3 67 51 2,918 0 HV 0 1 2 7 0 1 4 7 0 0 0 0 717 0 8:30 AM 6 7 33 0 17 9 25 0 16 145 16 0 54 393 16 737 2,918 8:15 AM 2 12 37 0 18 9 15 1 12 154 5 0 47 395 10 755 0 8:00 AM 7 14 53 0 25 19 24 0 10 132 7 0 51 354 13 709 0 7:45 AM 0 5 10 60 0 24 20 19 2 19 148 7 0 39 390 12 Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 10/20/2022 Peak Hour Count Period: 6:00 AM 9:00 AM SB 4.1%0.96 TOTAL 4.2%0.97 WB 5.4%0.82 NB 4.2%0.95 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 4.1%0.82 0 0 0 0 0 0 000 0 0 0 1 1 2 1 N SH 82 SH 154 Spring Valley Rd SH 8 2 SH 154 SH 8 2 2,918TEV: 0.97PHF: 51 1, 5 3 2 19 1 1, 7 7 4 68 2 0 83 57 84 224 2690 35 57 957 67 4 1, 8 0 2 3 183 43 20 246 165 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Three-Hour Count Summaries Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 4 6 0 1 5 2 1 2 0 2 0 23 51000121 11 3 Peak Hour 10 12 28 72 122 0 0 0 0 0 0 7 2Count Total 13 34 56 164 267 0 0 0 00000008:45 AM 1 3 7 15 26 0 0 1 0 1 0 0 8:30 AM 0 4 13 15 32 0 0 0 0 0 0 0 0 0 0 1 8:15 AM 1 4 8 16 29 0 0 0 0 0 0 0 1 1 0 0 8:00 AM 7 2 2 19 30 0 0 0 0 0 0 07:45 AM 2 2 5 22 31 0 0 1 0 1 0 1 7:30 AM 1 4 2 19 26 0 0 0 0 0 0 2 0 2 1 0 7:15 AM 1 4 5 9 19 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 3 1 13 17 0 0 0 0 0 0 0 0 4 0 1 6:30 AM 0 0 1 10 11 0 0 0 0 0 0 1 0 2 8 14 0 EB WB NB SB Total East 6:45 AM 0 4 3 12 19 0 0 2 0%4%4%HV%-5%5%4%- 0 0 6:15 AM 0 3 4 6 13 0 0 0 0 0 0 0 0 West North South 6:00 AM 0 1 5 1 57 579 35 0 191 1,53218308457833 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 9%-2%4%4%4%1%7%8% Peak Hour All 0 20 43 198 12 133 1,179 75 1 0 3 67 2 122 04702233 51 2,918 0 HV 0 1 2 7 0 Count Total 0 42 89 459 0 256 117 442 4,325 161 7,489 0 688 2,8511401713636612026818318 54 393 16 737 2,918 8:45 AM 0 5 10 28 25 0 16 145 16 0 717 2,849 8:30 AM 0 6 7 33 0 17 9 154 5 0 47 395 10018915112 51 354 13 709 2,702 8:15 AM 0 2 12 37 24 0 10 132 7 0 755 2,493 8:00 AM 0 7 14 53 0 25 19 148 7 0 39 390 120242019219 31 361 12 668 2,378 7:45 AM 0 5 10 60 25 0 22 121 1 0 570 2,286 7:30 AM 0 5 5 51 0 25 9 96 2 0 25 334 702051815 27 296 15 500 2,231 7:15 AM 0 0 7 50 16 3 8 63 3 0 640 2,145 7:00 AM 0 5 4 25 0 27 8 63 5 0 40 405 20022101928 38 393 17 576 0 6:45 AM 0 2 8 36 9 0 5 41 5 0 515 0 6:30 AM 0 3 6 28 0 22 9 38 5 0 27 360 110178605 27 278 16 414 0 6:15 AM 0 1 5 32 4 0 5 38 2 06:00 AM 0 1 1 26 0 13 3 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min TotalUTLTTHRTTHRT Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Three-Hour Count Summaries - Heavy Vehicles Three-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 00000 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 8:00 AM 0000000 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 7:30 AM 0000000 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0000 0 0 6:45 AM 0 0 0 0 0 6:30 AM 00000006:15 AM 0 0 0 0 0 0 0 06:00 AM RT 122 0 Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min Total Rolling One Hour 23 3 0 3 67 2014702 RTTHLT RTTHLTRT 6 156 2 267 0 Peak Hour 0 1 2 7 19 0 3 49 4 0Count Total 0 2 2 9 0 6 9 26 1176001140001201 0 15 0 32 122 8:45 AM 0 1 0 0 3 0 1 9 3 0 29 116 8:30 AM 0 0 0 0 0 0 1 8 0 0 2 14 0011200 1 16 2 30 106 8:15 AM 0 0 0 1 1 0 0 2 0 0 31 93 8:00 AM 0 1 2 4 0 0 1 4 0 0 0 22 0001101 0 19 0 26 81 7:45 AM 0 0 0 2 2 0 0 2 0 0 19 66 7:30 AM 0 0 0 1 0 0 2 5 0 0 1 8 0020200 0 13 0 17 60 7:15 AM 0 0 0 1 2 0 0 1 0 0 19 57 7:00 AM 0 0 0 0 0 1 0 2 1 0 0 12 0011200 0 10 0 11 0 6:45 AM 0 0 0 0 0 0 0 1 0 0 13 0 6:30 AM 0 0 0 0 0 0 0 4 0 0 0 6 0001200 1 7 0 14 0 6:15 AM 0 0 0 0 0 0 0 5 0 0 TH RT 6:00 AM 0 0 0 0 0 1 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 4 3 9 11 6 8 1 44 1810110134 5 5 Peak Hour 0 1 10 15 26 0 0 0 0 1 1 0 34Count Total 0 2 22 24 48 0 1 0 000000012:45 PM 0 0 2 2 4 0 0 0 4 0 4 0 12:30 PM 0 0 4 2 6 0 0 0 0 0 0 0 6 0 1 0 12:15 PM 0 0 3 4 7 0 0 0 0 0 0 0 10 6 3 0 12:00 PM 0 1 3 1 5 0 0 0 0 0 0 0 3 0 0 0 11:30 AM 0 0 2 3 5 0 0 0 0 1 1 0 4 0 6 9 0 EB WB NB SB Total East 11:45 AM 0 0 3 3 6 0 0 0 0%0%1%HV%-0%0%0%- 1 1 11:15 AM 0 0 3 3 6 0 0 0 0 0 0 0 0 West North South 11:00 AM 0 1 2 0 40 679 71 0 133 655530622417626 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-1%2%0%1%0%0%1% Peak Hour All 0 22 16 343 42 92 1,399 127 0 0 1 14 0 26 00100100 26 1,983 0 HV 0 0 0 0 0 Count Total 0 49 38 86 0 133 41 253 1,275 44 3,922 0 498 1,93918915022159501645159 33 169 6 527 1,946 12:45 PM 0 7 6 10 46 3 8 196 18 0 481 1,944 12:30 PM 0 10 5 5 0 27 1 162 14 0 36 166 4013543416 29 126 3 433 1,927 12:15 PM 0 7 3 8 27 4 19 173 9 0 505 1,983 12:00 PM 0 3 8 10 0 15 7 175 22 0 39 173 70107361010 27 170 7 525 0 11:45 AM 0 5 1 10 42 6 13 200 12 0 464 0 11:30 AM 0 7 5 14 0 19 3 141 15 0 32 161 601955437 35 151 6 489 0 11:15 AM 0 3 4 14 44 7 10 163 22 011:00 AM 0 7 6 15 0 14 9 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min TotalUTLTTHRT Date: 10/22/2022 Peak Hour Count Period: 11:00 AM 1:00 PM SB 1.8%0.93 TOTAL 1.3%0.94 TH RT WB 0.4%0.84 NB 1.2%0.88 Peak Hour: 11:00 AM 12:00 PM HV %:PHF EB 0.0%0.81 0 0 0 0 0 1 000 0 0 0 4 1 13 0 N SH 82 SH 154 Spring Valley Rd SH 8 2 SH 154 SH 8 2 1,983TEV: 0.94PHF: 26 65 5 13 3 81 4 87 7 0 176 24 62 262 2200 71 67 940 81 6 79 6 26 53 16 22 91 90 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 1010000 1 00000 0 0 0 0 Peak Hour 1 0Count Total 0 000000000 0 0 12:45 PM 0 0 0 0 0 12:30 PM 0000000 0 1 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 12:00 PM 0000 0 0 11:45 AM 0 0 0 0 0 11:30 AM 101000011:15 AM 0 0 0 0 0 0 0 011:00 AM RT 26 0 Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min Total Rolling One Hour 10 0 0 1 14 0000100 RTTHLT RTTHLTRT 1 23 0 48 0 Peak Hour 0 0 0 0 2 0 0 21 1 0Count Total 0 0 0 0 0 0 0 4 22200020000000 0 2 0 6 24 12:45 PM 0 0 0 0 0 0 0 3 1 0 7 23 12:30 PM 0 0 0 0 0 0 0 3 0 0 0 4 0000000 0 1 0 5 22 12:15 PM 0 0 0 0 1 0 0 3 0 0 6 26 12:00 PM 0 0 0 0 0 0 0 3 0 0 0 3 0000000 0 3 0 5 0 11:45 AM 0 0 0 0 0 0 0 2 0 0 6 0 11:30 AM 0 0 0 0 0 0 0 3 0 0 0 3 0000000 1 5 0 9 0 11:15 AM 0 0 0 0 1 0 0 2 0 0 TH RT 11:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 4 3 11 6 6 3 5 11 49 2060114100 2 18 Peak Hour 1 5 26 12 44 0 0 1 0 4 6 8 21Count Total 4 13 56 36 109 1 4 0 50003325:45 PM 0 1 5 2 8 0 0 2 2 0 1 1 5:30 PM 1 0 5 4 10 0 0 0 0 0 0 0 2 0 0 3 5:15 PM 0 1 6 3 10 0 0 0 0 0 0 1 2 4 0 1 5:00 PM 0 3 7 4 14 0 0 0 0 1 1 1 6 0 5 0 4:30 PM 1 2 12 9 24 0 0 0 0 0 1 2 0 1 8 17 1 EB WB NB SB Total East 4:45 PM 0 1 8 1 10 0 0 0 0%0%2%HV%-0%2%0%- 1 2 4:15 PM 1 1 9 5 16 0 1 0 0 0 1 0 1 West North South 4:00 PM 1 4 4 0 122 1,652 76 1 97 69162077482647 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%0%2%1%0%1%0%2%2% Peak Hour All 0 40 50 460 19 231 3,141 140 3 0 2 10 0 44 01400260 27 3,214 0 HV 0 0 1 0 0 Count Total 0 82 72 131 0 127 80 197 1,358 54 6,095 0 699 3,1733661701514780101266126 15 174 8 802 3,214 5:45 PM 0 13 4 14 63 4 33 416 16 0 831 3,159 5:30 PM 0 10 11 19 0 16 17 407 20 0 38 172 80261360237 20 191 4 841 3,053 5:15 PM 0 12 19 17 75 1 30 439 20 0 740 2,922 5:00 PM 0 12 6 14 0 22 7 390 20 1 24 154 70131166022 36 171 4 747 0 4:45 PM 0 6 14 12 49 5 23 381 25 0 725 0 4:30 PM 0 7 7 16 0 18 5 377 10 2 23 172 6013637338 26 177 9 710 0 4:15 PM 0 15 6 17 44 3 22 365 12 04:00 PM 0 7 5 22 0 9 9 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min TotalUTLTTHRT Date: 10/20/2022 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.5%0.94 TOTAL 1.4%0.96 TH RT WB 1.3%0.94 NB 1.4%0.95 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 0.7%0.79 0 0 0 0 1 0 000 0 0 0 0 6 10 4 N SH 82 SH 154 Spring Valley Rd SH 8 2 SH 154 SH 8 2 3,214TEV: 0.96PHF: 27 69 1 97 81 6 1, 9 5 7 1 264 48 77 389 2230 76 1, 6 5 2 12 2 1, 8 5 7 83 7 7 62 50 40 152 197 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 1 0 0 0 0 0 0 0 0 0 0 000 0 0 0 010 0 1 0 0010 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 1 0 0 THLT 1001000 6 00000 0 0 0 3 Peak Hour 0 4Count Total 0 330000000 0 1 5:45 PM 0 0 0 0 1 5:30 PM 0000000 0 2 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 1000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 10000004:15 PM 0 0 0 0 0 0 1 04:00 PM RT 44 0 Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min Total Rolling One Hour 26 0 0 2 10 0001400 RTTHLT RTTHLTRT 6 30 0 109 0 Peak Hour 0 0 1 0 10 0 0 56 0 0Count Total 0 1 1 2 0 2 1 8 42500020000100 0 4 0 10 44 5:45 PM 0 0 0 0 0 0 0 5 0 0 10 58 5:30 PM 0 0 1 0 0 0 0 6 0 0 2 1 0000100 0 4 0 14 64 5:15 PM 0 0 0 0 2 0 0 7 0 0 10 67 5:00 PM 0 0 0 0 0 0 1 8 0 0 0 1 0000100 1 8 0 24 0 4:45 PM 0 0 0 0 0 0 0 12 0 0 16 0 4:30 PM 0 0 0 1 0 2 0 9 0 0 2 3 0000100 1 7 0 17 0 4:15 PM 0 1 0 0 4 0 0 4 0 0 TH RT 4:00 PM 0 0 0 1 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start SH 154 Spring Valley Rd SH 82 SH 82 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Three-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 1 1 0 1 3Peak Hour 8 6 7 0 21 0 0 0 0 0 0 1 0 2 8:30 AM 8:00 AM 8:15 AM 0 0 3 2 2 0 7 0 0 0 0 0 0 1 7:45 AM 0 0 0 0 2 3 1 0 6 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 0 1 3 0 2 0 5 0 0 0 0 0 0 0 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South 0 21 0 HV%-0%3%3%-13%3%0%-18%-0%--0%0%4%0 Peak Hour All 0 11 143 116 0 8 178 2 0 40 0 5 0 0 2 7 0 0 0 0 0 8 513 0 HV 0 0 4 4 0 1 5 0 0 0 0 0 113 0 8:30 AM 1 42 35 0 3 35 2 0 14 0 2 0 0 0 2 136 513 8:15 AM 3 39 22 0 2 37 0 0 5 0 2 0 0 2 1 121 0 8:00 AM 4 33 36 0 1 52 0 0 11 0 1 0 0 0 5 143 0 7:45 AM 0 3 29 23 0 2 54 0 0 10 0 0 0 0 0 0 Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT Date: 10/20/2022 Peak Hour Count Period: 6:00 AM 9:00 AM SB 0.0%0.50 TOTAL 4.1%0.90 WB 3.2%0.84 NB 15.6%0.70 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 3.0%0.87 0 0 0 0 0 0 000 0 0 0 0 2 1 0 N SH 82 Frontage Rd Spring Valley Rd Spring Valley Rd SH 8 2 F r o n t a g e Rd Spring Valley Rd SH 8 2 F r o n t a g e Rd 513TEV: 0.9PHF: 8 2 0 10 13 0 2 178 8 188 1480 5040 4512 6 0 116 143 11 270 226 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Three-Hour Count Summaries Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 4 6 0 1 4 4 1 1 0 1 0 22 32000010 8 4 Peak Hour 8 6 7 0 21 0 0 0 0 0 0 8 2Count Total 12 23 13 1 49 0 0 0 00000008:45 AM 1 2 1 0 4 0 0 0 1 0 0 0 8:30 AM 3 2 2 0 7 0 0 0 0 0 0 0 0 0 0 1 8:15 AM 2 3 1 0 6 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 3 0 2 0 5 0 0 0 0 0 0 07:45 AM 0 1 2 0 3 0 0 2 0 1 1 0 7:30 AM 0 3 1 0 4 0 0 0 0 0 0 2 0 2 1 0 7:15 AM 1 2 2 0 5 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 2 1 1 4 0 0 0 0 0 0 0 0 3 0 1 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 2 0 EB WB NB SB Total East 6:45 AM 1 5 0 0 6 0 0 3 -18%-HV%-0%3%3%- 0 0 6:15 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 West North South 6:00 AM 1 0 1 1 40 0 5 0 0 21160817820 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%--0%0%4%13%3%0% Peak Hour All 0 11 143 3 0 103 0 15 0 0 0 0 0 21 0500700 8 513 0 HV 0 0 4 4 0 Count Total 0 24 271 313 0 10 453 0 3 21 1,216 0 118 51002000301340014 0 0 2 136 513 8:45 AM 0 1 36 27 2 0 14 0 2 0 113 477 8:30 AM 0 1 42 35 0 3 35 0 2 0 0 2 10237005 0 0 5 143 440 8:15 AM 0 3 39 22 0 0 11 0 1 0 121 386 8:00 AM 0 4 33 36 0 1 52 0 0 0 0 0 002540010 0 0 2 100 373 7:45 AM 0 3 29 23 0 0 11 0 0 0 76 363 7:30 AM 0 5 12 23 0 0 47 0 1 0 0 0 10034008 0 1 2 89 357 7:15 AM 0 0 13 19 0 0 5 0 3 0 108 320 7:00 AM 0 1 13 19 0 0 45 0 2 0 0 0 00142109 0 0 1 90 0 6:45 AM 0 3 19 31 0 0 7 0 1 0 70 0 6:30 AM 0 3 22 24 0 0 32 0 1 0 0 0 20024006 0 0 2 52 0 6:15 AM 0 0 7 30 0 0 3 0 0 06:00 AM 0 0 6 24 0 0 17 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min TotalUTLTTHRTTHRT Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Three-Hour Count Summaries - Heavy Vehicles Three-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 000 0 0 0 0000 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 0 00000 0 0 0 0 Peak Hour 0 0Count Total 0 00000 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0000000 0 0 8:15 AM 0 0 0 0 8:00 AM 0000000 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 7:30 AM 0000000 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0000 0 0 6:45 AM 0 0 0 0 0 6:30 AM 00000006:15 AM 0 0 0 0 0 0 0 06:00 AM RT 21 0 Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min Total Rolling One Hour 0 0 0 0 0 0015007 RTTHLT RTTHLTRT 0 1 0 49 0 Peak Hour 0 0 4 4 1 0 13 0 0 0Count Total 0 0 6 6 0 1 21 4 22000000002001 0 0 0 7 21 8:45 AM 0 0 0 1 0 0 2 0 0 0 6 18 8:30 AM 0 0 1 2 0 0 2 0 0 0 0 0 0003001 0 0 0 5 17 8:15 AM 0 0 1 1 0 0 2 0 0 0 3 16 8:00 AM 0 0 2 1 0 0 0 0 0 0 0 0 0010002 0 0 0 4 19 7:45 AM 0 0 0 0 0 0 1 0 0 0 5 15 7:30 AM 0 0 0 0 0 0 3 0 0 0 0 0 0002002 0 1 0 4 13 7:15 AM 0 0 1 0 0 0 1 0 0 0 6 11 7:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 0004100 0 0 0 0 0 6:45 AM 0 0 1 0 0 0 0 0 0 0 3 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0003000 0 0 0 2 0 6:15 AM 0 0 0 0 0 0 1 0 0 0 TH RT 6:00 AM 0 0 0 1 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 2 0 4 0 6 00005000 1 4 Peak Hour 1 0 1 0 2 1 4 4 1 0 6 1 0Count Total 2 0 2 0 4 1 0 0 000000012:45 PM 0 0 0 0 0 0 1 0 0 0 4 0 12:30 PM 1 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 12:00 PM 0 0 1 0 1 0 0 1 0 0 1 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 EB WB NB SB Total East 11:45 AM 0 0 0 0 0 0 0 0 -3%0%HV%-0%1%0%- 0 0 11:15 AM 0 0 0 0 0 1 0 3 0 0 3 0 0 West North South 11:00 AM 1 0 1 0 32 1 4 0 0 0720121810 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%---0%0%0%0%0% Peak Hour All 0 3 146 4 0 67 1 10 0 0 0 0 0 2 0000100 4 482 0 HV 0 0 1 0 0 Count Total 0 7 263 148 0 3 437 1 1 9 951 0 119 4690200010067005 0 0 1 137 464 12:45 PM 0 0 24 20 2 0 10 0 3 0 115 437 12:30 PM 0 0 40 16 0 0 65 0 0 0 1 1 201471011 0 0 1 98 450 12:15 PM 0 0 31 20 0 0 9 0 1 0 114 482 12:00 PM 0 4 22 20 0 1 40 1 1 0 0 0 00042008 0 0 1 110 0 11:45 AM 0 1 38 23 0 0 10 0 1 0 128 0 11:30 AM 0 0 35 10 0 0 53 0 1 0 0 0 00167008 0 0 3 130 0 11:15 AM 0 1 32 18 1 0 6 0 1 011:00 AM 0 1 41 21 0 0 56 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min TotalUTLTTHRT Date: 10/22/2022 Peak Hour Count Period: 11:00 AM 1:00 PM SB 0.0%0.33 TOTAL 0.4%0.93 TH RT WB 0.0%0.81 NB 2.7%0.84 Peak Hour: 11:00 AM 12:00 PM HV %:PHF EB 0.5%0.88 0 1 0 0 0 0 000 0 4 0 0 0 0 0 N SH 82 Frontage Rd Spring Valley Rd Spring Valley Rd SH 8 2 F r o n t a g e Rd Spring Valley Rd SH 8 2 F r o n t a g e Rd 482TEV: 0.93PHF: 4 0 0 4 5 0 1 218 1 220 1500 4132 3773 0 72 146 3 221 254 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 010 0 4 0 010 0 4 0 0000 0 0 0 01 0 THLT 00000003 0 00 0 0 0 0 0 0 0 0 0 THLT 5000000 6 00001 0 0 0 0 Peak Hour 0 0Count Total 0 100000000 1 2 12:45 PM 0 0 1 0 1 12:30 PM 0000000 0 2 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 1000 0 0 11:45 AM 0 0 0 0 0 11:30 AM 100000011:15 AM 0 0 0 0 1 0 3 011:00 AM RT 2 0 Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min Total Rolling One Hour 0 0 0 0 0 0000001 RTTHLT RTTHLTRT 0 0 0 4 0 Peak Hour 0 0 1 0 0 0 2 0 0 0Count Total 0 0 2 0 0 0 0 0 2000000000000 0 0 0 1 2 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 12:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0000000 0 0 0 1 1 12:15 PM 0 0 0 0 0 0 1 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 2 0 11:15 AM 0 0 0 0 0 0 1 0 0 0 TH RT 11:00 AM 0 0 1 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 2 0 2 1 0 2 2 12 50000050 1 0 Peak Hour 3 5 0 0 8 0 0 0 0 0 1 1 10Count Total 7 12 1 0 20 1 2 0 00000005:45 PM 0 1 0 0 1 0 0 0 2 0 0 0 5:30 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 2 1 0 0 3 0 0 0 0 0 0 0 1 2 0 0 5:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 1 2 0 0 3 0 0 0 0 0 0 0 2 0 0 5 1 EB WB NB SB Total East 4:45 PM 0 1 0 0 1 0 0 0 -0%0%HV%-0%1%2%- 1 0 4:15 PM 2 0 1 0 3 0 0 0 0 0 1 1 1 West North South 4:00 PM 1 4 0 0 83 2 10 0 1 21010428720 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%0%1%0%2%0% Peak Hour All 0 13 109 2 0 133 5 24 0 0 0 0 0 8 0500000 18 632 0 HV 0 0 1 2 0 Count Total 0 21 213 173 0 5 500 1 4 29 1,110 0 128 60914000501640016 0 0 3 146 632 5:45 PM 0 3 17 17 1 0 32 2 3 0 180 629 5:30 PM 0 3 19 20 0 1 62 0 4 0 0 0 400731021 1 0 8 155 546 5:15 PM 0 3 36 38 0 0 13 0 2 0 151 501 5:00 PM 0 1 24 21 0 1 84 0 1 0 0 2 302680017 0 0 1 143 0 4:45 PM 0 6 30 22 0 0 13 1 5 0 97 0 4:30 PM 0 3 39 23 0 0 58 0 2 0 0 0 10046009 0 2 4 110 0 4:15 PM 0 1 19 19 0 0 12 1 3 04:00 PM 0 1 29 13 0 0 45 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min TotalUTLTTHRT Date: 10/20/2022 Peak Hour Count Period: 4:00 PM 6:00 PM SB 0.0%0.58 TOTAL 1.3%0.88 TH RT WB 1.7%0.86 NB 0.0%0.64 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 1.3%0.72 0 0 0 0 0 0 000 0 0 0 0 0 5 0 N SH 82 Frontage Rd Spring Valley Rd Spring Valley Rd SH 8 2 F r o n t a g e Rd Spring Valley Rd SH 8 2 F r o n t a g e Rd 632TEV: 0.88PHF: 18 2 1 21 17 0 2 287 4 293 1200 10283 9510 7 0 101 109 13 223 388 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 010 0 0 0 0010 0 0 0 00 0 THLT 00000000 0 00 0 0 0 0 0 0 0 0 0 THLT 0000000 1 00000 0 0 0 0 Peak Hour 0 0Count Total 0 000000000 0 0 5:45 PM 0 0 0 0 0 5:30 PM 0000000 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0000 0 0 4:45 PM 0 0 0 0 0 4:30 PM 00000004:15 PM 0 0 0 0 0 0 1 04:00 PM RT 8 0 Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min Total Rolling One Hour 0 0 0 0 0 0005000 RTTHLT RTTHLTRT 0 0 0 20 0 Peak Hour 0 0 1 2 0 0 1 0 0 0Count Total 0 0 3 4 0 0 12 1 8000000001000 0 0 0 1 8 5:45 PM 0 0 0 0 0 0 0 0 0 0 3 10 5:30 PM 0 0 0 1 0 0 0 0 0 0 0 0 0001000 0 0 0 3 10 5:15 PM 0 0 1 1 0 0 0 0 0 0 1 12 5:00 PM 0 0 0 0 0 0 3 0 0 0 0 0 0001000 0 0 0 3 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 3 0 4:30 PM 0 0 0 1 0 0 2 0 0 0 0 0 0000001 0 0 0 5 0 4:15 PM 0 0 1 1 0 0 0 0 0 0 TH RT 4:00 PM 0 0 1 0 0 0 4 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min Total Rolling One HourEastboundWestbound SouthboundNorthboundWestboundEastbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Three-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0000000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 East West North South 8:00 AM 0 0 0 0 0 Total EB WB NB SB Total 0%0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB 0%0%-0%0%--0%-0%-- 0 0 160 0 HV 0 0 0 0 0 0 0 40 53 0 1 45 00180300 160 Peak Hour All 0 0 0 0 0 0 8 20 0 0 0 0 0 0 0 HV%---- 8:45 AM 0 0 0 0 0 0 0 0 41 9 0 2 16 0 0 13 0 4640000138:30 AM 0 0 0 0 0 6 0 45 0 RT 8:00 AM 0 0 0 0 0 TH RT UT LT TH RT 10 0 28 0 LT 0 0 9 5 0 1 0 8:15 AM 0 0 0 0 0 Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min Total Rolling One Hour 2 0 1 0 0 10 UT LT TH SB 0.0%0.72 TOTAL 0.0%0.87 Eastbound Westbound Northbound Southbound UT LT TH RT UT 3 0 0 12 0 0 16 0 0 WB 0.0%0.48 NB 0.0%0.80 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB -- Date: 10/20/2022 Peak Hour Count Period: 6:00 AM 9:00 AMN Spring Valley Rd CMC West Entrance CMC West Entrance Sp r i n g V a l l e y R d Sp r i n g V a l l e y R d 160TEV: 0.87PHF: 45 1 46 43 0 3 18 21 54 0 5340 9363 0 0 0 00 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Three-Hour Count Summaries Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hr 0 0 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 2 2 0 0 0 00000008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 6:45 AM 0 0 0 1 1 0 0 0 --0%HV%----- 0 0 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 6:00 AM 0 0 0 0 0 40 53 0 1 450018030 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%-0%0%-0% Peak Hour All 0 0 0 3 0 0 70 97 0 0 0 0 0 0 0000000 0 160 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 33 0 1 182 0 386 0 45 1608200060090200 0 13 0 46 156 8:45 AM 0 0 0 0 0 0 0 13 16 0 28 147 8:30 AM 0 0 0 0 0 4 0 9 5 0 1 10 0030000 0 16 0 41 156 8:15 AM 0 0 0 0 1 0 0 10 12 0 41 144 8:00 AM 0 0 0 0 0 2 0 7 7 0 0 22 0050000 0 25 0 37 134 7:45 AM 0 0 0 0 0 0 0 3 7 0 37 122 7:30 AM 0 0 0 0 0 2 0 4 3 0 0 27 0030000 0 16 0 29 99 7:15 AM 0 0 0 0 0 0 0 2 9 0 31 82 7:00 AM 0 0 0 0 0 2 0 6 12 0 0 13 0000000 0 11 0 25 0 6:45 AM 0 0 0 0 0 0 0 6 5 0 14 0 6:30 AM 0 0 0 0 0 3 0 2 0 0 0 12 0000000 0 11 0 12 0 6:15 AM 0 0 0 0 0 0 0 0 1 06:00 AM 0 0 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min TotalUTLTTHRTTHRTUTLTTHRTUTLT Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Three-Hour Count Summaries - Heavy Vehicles Three-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 6:00 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 0 0 Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min Total Rolling One HourEastbound 0 0 0 0 0 0000000 0 2 0 2 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000000000 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 1 0 1 2 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 1 7:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0000000 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 6:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 6:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00722108000 0 0 Peak Hr 0 0 0 0 0 0 79 204 17 80 301 0 0Count Total 0 0 0 0 0 0 0 0 005141873012:45 PM 0 0 0 0 0 2 25 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 23 0 1 0 3 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 2 3 2 2 7 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 15 9 22 46 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 76 1 0 9 38 0 0 0 0 0 0 EB WB NB SB Total East 11:45 AM 0 0 0 0 0 27 104 0 --0%HV%----- 0 0 11:15 AM 0 0 0 0 0 0 29 5 0 0 5 0 0 West North South 11:00 AM 0 0 0 0 0 103 35 0 6 13200410180 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%0%-0%0%-0% Peak Hour All 0 0 0 31 0 0 218 60 1 0 0 0 0 0 0000000 0 335 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 59 0 22 261 0 652 0 88 335301303260080800 2 44 0 97 313 12:45 PM 0 0 0 0 3 0 0 25 8 0 80 284 12:30 PM 0 0 0 0 0 15 0 20 8 0 1 36 00120300 0 26 0 70 303 12:15 PM 0 0 0 0 4 0 0 28 6 0 66 317 12:00 PM 0 0 0 0 0 6 0 28 6 1 3 20 0030500 3 30 0 68 0 11:45 AM 0 0 0 0 3 0 0 22 3 0 99 0 11:30 AM 0 0 0 0 0 7 0 33 9 0 6 45 0030300 4 34 0 84 0 11:15 AM 0 0 0 0 2 0 0 32 7 011:00 AM 0 0 0 0 0 5 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min TotalUTLTTHRT SB 0.0%0.75 TOTAL 0.0%0.86 TH RTUTLTTHRTUTLT WB 0.0%0.82 NB 0.0%0.80 Peak Hour: 12:00 PM 1:00 PM HV %:PHF EB -- Date: 10/22/2022 Peak Hour Count Period: 11:00 AM 1:00 PMN Spring Valley Rd CMC West Entrance CMC West Entrance Sp r i n g V a l l e y R d Sp r i n g V a l l e y R d 335TEV: 0.86PHF: 13 2 6 13 8 12 1 0 18 41 59 41 0 35 10 3 13 8 17 3 0 1 21 34 70 9 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 108 070043211Peak Hour 0 0 0 9 0 12 79 1 0 301 0Count Total 0 0 0 47 0 157 0 5 10831171073 25 81 12:45 PM 0 0 0 5 0 46 0 0 0 0 2 0 0 0 3 160 12:30 PM 0 0 0 0 0 23 0 0 0 1 0 012:15 PM 0 0 0 2 0 1 2 0 0 7 195 193 12:00 PM 0 0 0 2 0 1 0 1 0 9 22 0 0 46 104 0 11:45 AM 0 0 0 9 0 6 0 0 1 0 27 0 0 0 38 0 11:30 AM 0 0 0 25 0 51 29 0 0 0 9 0 0 0 5 0 11:15 AM 0 0 0 0 0 0 1 0 0 0 0 TH RT LT TH RT 11:00 AM 0 0 0 4 Westbound Northbound Southbound LT TH RT LT TH RT LT 0 0 Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min Total Rolling One HourEastbound 0 0 0 0 0 0000000 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000000000 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 11:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 11:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 1 0 0 0 0 0 1 10303001 1 0 Peak Hr 0 1 2 1 4 0 0 0 4 0 4 0 0Count Total 0 1 3 2 6 0 0 0 00000005:45 PM 0 0 1 1 2 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 1 0 1 2 0 0 0 0 0 0 0 0 1 0 0 4:30 PM 0 0 1 0 1 0 0 3 1 0 1 0 0 0 0 0 0 EB WB NB SB Total East 4:45 PM 0 0 1 0 1 0 3 0 --1%HV%----- 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 0 1 0 78 43 0 4 630036020 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 2%-0%2%-2%3%-0% Peak Hour All 0 0 0 4 0 0 146 69 0 0 0 1 0 4 0000011 0 226 0 HV 0 0 0 0 0 Count Total 0 0 0 0 0 68 0 5 103 0 395 0 53 203175001500150100 0 5 0 43 222 5:45 PM 0 0 0 0 0 0 0 20 8 0 49 226 5:30 PM 0 0 0 0 0 10 0 17 5 0 0 19 0070100 2 18 0 58 214 5:15 PM 0 0 0 0 1 0 0 16 13 0 72 192 5:00 PM 0 0 0 0 0 8 0 26 16 0 2 12 00160000 0 14 0 47 0 4:45 PM 0 0 0 0 0 0 0 19 9 0 37 0 4:30 PM 0 0 0 0 0 5 0 19 5 0 0 9 0040000 1 11 0 36 0 4:15 PM 0 0 0 0 1 0 0 12 8 04:00 PM 0 0 0 0 0 3 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min TotalUTLTTHRT SB 1.5%0.84 TOTAL 1.8%0.78 TH RTUTLTTHRTUTLT WB 2.6%0.59 NB 1.7%0.72 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB -- Date: 10/20/2022 Peak Hour Count Period: 4:00 PM 6:00 PMN Spring Valley Rd CMC West Entrance CMC West Entrance Sp r i n g V a l l e y R d Sp r i n g V a l l e y R d 226TEV: 0.78PHF: 63 4 67 80 0 2 36 38 47 0 4378 12 1 99 0 0 0 30 0 0 1 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 3 0000300Peak Hour 0 0 0 0 0 3 0 0 0 4 0Count Total 0 0 0 0 0 0 0 1 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 4 4 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 4:45 PM 0 0 0 0 0 0 0 0 0 3 0 0 0 0 1 0 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 4 0 Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min Total Rolling One HourEastbound 1 1 0 0 1 0010000 0 2 0 6 0 Peak Hour 0 0 0 0 0 0 0 2 1 0Count Total 0 0 0 0 0 1 0 2 4100010000000 0 0 0 0 3 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 4 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 1 0 2 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 2 5:00 PM 0 0 0 0 0 1 0 0 1 0 0 0 0000000 0 0 0 1 0 4:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Three-Hour Count Summaries Note: For all three-hour count summary, see next page. Total 0 0 0 0 0Peak Hour 0 1 0 0 1 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 --1%0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North HV 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 -0%0%--1%--0%-0%-- South 0 87 0 1 0 18 87 7:45 AM 0 0 3 2 0 0 18 0 0 1 Peak Hour All 0 0 12 5 0 0 68 0 0 1 0 1 0 0 0 HV%- 8:00 AM 0 0 6 1 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 0 7:30 AM 0 0 1 1 0 0 21 0 0 0 0 0 0 0 0 0 23 0 24 0 UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:15 AM 0 0 2 1 0 0 18 0 0 0 0 1 0 0 0 WB 1.5%0.81 NB 0.0%0.50 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB 0.0%0.61 Date: 10/20/2022 Peak Hour Count Period: 6:00 AM 9:00 AM SB -- TOTAL 1.1%0.91 Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min Total Rolling One HourEastboundWestboundNorthboundSouthbound 0 0 00 0 0 0 0 0 0 N CMC East Entrance Spring Valley Rd Spring Valley Rd CM C E a s t En t r a n c e Spring Valley Rd 87TEV: 0.91PHF: 68 0 68 13 0 11 25 0 5 1217 69 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Three-Hour Count Summaries Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min TotalUTLTTHRTTHRT 6:00 AM 0 0 0 0 0 0 8 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound 0 0 9 0 0 1 0 0 0 8 0 6:15 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 14 0 6:45 AM 0 0 6 0 0 0 0 0 0 0 12 0 6:30 AM 0 0 6 0 0 1 7 0 0 0 0 0 0 18 52 7:00 AM 0 0 3 1 0 0 12 0 0 0 0 0 00011001 0 0 18 0 0 0 0 0 0 16 60 7:15 AM 0 0 2 1 0 0 0 0 0 0 0 0 0 23 79 7:45 AM 0 0 3 2 0 0 0 0 0 0 22 70 7:30 AM 0 0 1 1 0 0 21 0 1 0 0 0 0 24 85 8:00 AM 0 0 6 1 0 0 11 0 0 0 0 0 00018001 0 0 7 0 0 0 0 0 0 18 87 8:15 AM 0 0 3 0 0 0 0 0 0 0 0 0 0 19 71 8:45 AM 0 0 2 3 0 0 0 0 0 0 10 75 8:30 AM 0 0 8 0 0 1 10 0 0 0 0 0 0 13 60000000017000 Count Total 0 0 42 9 0 3 139 0 0 0 197 0 Peak Hour All 0 0 12 0 0 3 0 1 0 0 0 0 0 1 0100000 0 87 0 HV 0 0 0 0 0 0 1 0 1 0 0 05006800 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%----1%-1%--0%-HV%--0%0%- 0 0 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 6:00 AM 0 0 0 0 0 0 EB WB NB SB Total East 6:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 Peak Hr 0 1 0 0 1 0 0 0 0 0 0 0 0Count Total 0 1 1 0 2 0 0000000 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Three-Hour Count Summaries - Heavy Vehicles Three-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 6:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 6:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 1 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:15 AM 0 0 0 0 0 0 0 0 0 0 1 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 1 2 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 2 0 Peak Hour 0 0 0 0 0 0 1 0 0 0Count Total 0 0 0 0 0 0 1 Westbound Northbound Southbound LT TH RT LT TH RT LT 1 0 Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min Total Rolling One HourEastbound 0 0 0 0 0 0001000 0 0 0 0 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 6:00 AM 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 Count Total 0 0 0 0 0 0 0 0 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 10 5 6 5 2 12 15 11 66 40 WB 0.0%0.73 NB 0.0%0.92 Peak Hour: 12:00 PM 1:00 PM HV %:PHF EB 0.0%0.69 Date: 10/22/2022 Peak Hour Count Period: 11:00 AM 1:00 PM UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min TotalUTLTTHRT SB -- TOTAL 0.0%0.74 TH RT 11:00 AM 0 0 4 8 0 0 10 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound 0 0 11 0 0 9 0 0 0 29 0 11:15 AM 0 0 5 3 0 0 6 0 1 0 0 0 0 23 0 11:45 AM 0 0 7 4 0 0 8 0 0 0 28 0 11:30 AM 0 0 4 5 0 0 6 0 0 0 0 0 0 17 97 12:00 PM 0 0 8 5 0 0 9 0 0 0 0 0 0005001 0 0 6 0 0 6 0 0 0 26 94 12:15 PM 0 0 8 1 0 0 4 0 0 0 0 0 0 34 98 12:45 PM 0 0 5 3 0 0 6 0 0 0 21 87 12:30 PM 0 0 9 8 0 0 11 0 0 0 0 0 0 20 101000000006006 Count Total 0 0 50 37 0 0 64 0 0 0 198 0 Peak Hour All 0 0 30 0 0 46 0 1 0 0 0 0 0 0 0000000 0 101 0 HV 0 0 0 0 0 0 22 0 0 0 0 017003200 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total -----0%-0%--0%-HV%--0%0%- 0 10 11:15 AM 0 0 0 0 0 28 9 2 29 0 43 0 0 West North South 11:00 AM 0 0 0 0 0 12 EB WB NB SB Total East 11:45 AM 0 0 0 0 0 0 83 1 0 0 5 3 11:30 AM 0 0 0 0 0 31 33 19 66 0 103 2 0 0 0 1 12:15 PM 0 0 0 0 0 16 3 0 20 0 31 1 0 0 0 5 12:00 PM 0 0 0 0 0 11 30 14 13 0 57 0 12:45 PM 0 0 0 0 0 0 48 2 0 0 13 12 12:30 PM 0 0 0 0 0 11 6 31 30 0 49 0 0 0 0 0 112926420970 0 60 Peak Hr 0 0 0 0 0 67 35 93 250 0 511 6 0Count Total 0 0 0 0 0 168 371230225300 57 10 5568 9 26 0 37 0 3 N CMC East Entrance Spring Valley Rd Spring Valley Rd CM C E a s t En t r a n c e Spring Valley Rd 101TEV: 0.74PHF: 32 0 32 30 0 022 2217 0 17 3047 54 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min Total Rolling One HourEastboundWestbound 0 0 0 0 0 11:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 11:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 0 0 Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min Total Rolling One HourEastbound 0 0 0 0 0 0000000 0 0 43 0 11:15 AM 0 5 23 8 1 1 0 27 0 2 0 TH RT LT TH RT 11:00 AM 0 0 12 1 83 0 11:45 AM 0 0 30 14 0 0 10 14 0 5 0 0 0 0 103 0 11:30 AM 0 6 25 30 3 0 0 23 0 43 0 0 12:15 PM 0 0 16 2 1 4 0 0 0 31 274 286 12:00 PM 0 2 9 0 0 0 16 0 0 3 0 0 0 57 48 185 12:45 PM 0 8 21 20 6 0 13 14 0 17 0 0 0 0 49 220 12:30 PM 0 0 11 4 2 0 0 25 0 5 0 0 22502900097 Count Total 0 21 147 79 14 0 142 0 0 225 006805500Peak Hour 0 10 57 26 9 108 0 0 0 511 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 0 WB 9.4%0.73 NB 10.0%0.71 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 2.7%0.72 Date: 10/20/2022 Peak Hour Count Period: 4:00 PM 6:00 PM UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min TotalUTLTTHRT SB -- TOTAL 5.5%0.91 TH RT 4:00 PM 0 0 11 0 0 3 6 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound 0 0 7 0 0 2 0 0 0 22 0 4:15 PM 0 0 13 4 0 0 1 0 1 0 0 0 0 31 0 4:45 PM 0 0 19 7 0 0 4 0 1 0 27 0 4:30 PM 0 0 11 7 0 0 8 0 1 0 0 0 0 35 115 5:00 PM 0 0 13 2 0 2 9 0 1 0 0 0 0002006 0 3 8 0 0 3 0 0 0 30 123 5:15 PM 0 0 10 6 0 0 3 0 1 0 0 0 0 19 115 5:45 PM 0 0 15 3 0 0 1 0 2 0 31 127 5:30 PM 0 0 9 5 0 0 2 0 1 0 0 0 0 35 1150200000114000 Count Total 0 0 101 34 0 9 56 0 0 0 230 0 Peak Hour All 0 0 53 0 0 20 0 10 0 0 0 0 0 7 0300101 0 127 0 HV 0 0 2 0 0 0 16 0 4 0 0 022052700 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 25%----6%0%11%--6%-HV%--4%0%- 0 0 4:15 PM 0 1 1 0 2 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 2 0 0 2 0 EB WB NB SB Total East 4:45 PM 0 1 1 0 2 0 2 0 0 0 0 0 4:30 PM 2 1 1 0 4 1 1 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 1 0 0 1 0 0 0 1 0 1 0 5:45 PM 1 1 0 0 2 0 1 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0010010 0 0 Peak Hr 2 3 2 0 7 1 1 2 2 0 5 0 0Count Total 3 7 3 0 13 1 0103000 0 1 10 1 0 0 0 0 0 N CMC East Entrance Spring Valley Rd Spring Valley Rd CM C E a s t En t r a n c e Spring Valley Rd 127TEV: 0.91PHF: 27 5 32 57 0 416 2027 0 22 5375 43 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. Northbound Southbound UT LT TH RT UT LT TH RT Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min Total Rolling One HourEastboundWestbound 0 0 0 2 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 1 1 UT LT TH RT UT LT 2 0 4:30 PM 0 0 2 0 0 0 1 0 1 0 0 0 0001000 0 0 1 0 0 1 0 0 0 4 0 4:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 1 9 5:15 PM 0 0 0 0 0 0 0 0 0 0 2 10 5:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 7 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 1 0 0 0 0 0 0 0 3 5:45 PM 0 0 1 0 0 0 0 0 0 0 2 3000000 0 0 0 13 0 Peak Hour 0 0 2 0 0 0 1 0 2 0Count Total 0 0 3 0 0 1 6 Westbound Northbound Southbound LT TH RT LT TH RT LT 7 0 Interval Start Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min Total Rolling One HourEastbound 0 1 0 0 0 0003001 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 2 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 3 3 5:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 2 5:45 PM 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 3 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2000001 Count Total 0 1 0 1 1 0 0 0 0 3 0000100Peak Hour 0 1 0 0 1 2 0 0 0 5 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com ww w . i d a x d a t a . c o m TO T A L 4. 1 % 0. 9 0 Pe a k H o u r NW B 0. 0 % 0. 7 5 SE B 3. 4 % 0. 6 6 NB 5. 3 % 0. 8 7 SB 3. 6 % 0. 9 2 Da t e : 11 / 0 3 / 2 0 2 2 Co u n t P e r i o d : 6: 0 0 A M to 9: 0 0 A M EB 0. 0 % 0. 2 5 WB 0. 0 % 0. 6 7 HV % : PH F Pe a k H o u r : 7: 3 0 A M to 8: 3 0 A M CR 1 1 5 N 0 Dr w y 1,795 817 0 0 10 31 0 1,754 0 0 SH 82 810 1,774 10 790 0 0 4 6 1 0 SH 82 2, 6 5 5 TE V : 0. 9 0 PH F : SH 8 2 CR 1 1 5 0 24 2 0 000 20 16 16 17 0 0 02122 Pr o j e c t M a n a g e r : (7 2 0 ) 6 4 6 - 1 0 0 8 pr o j e c t . m a n a g e r . c o @ i d a x d a t a . c o m ww w . i d a x d a t a . c o m Th r e e - H o u r C o u n t S u m m a r i e s 0 0 0 1, 7 7 2 1, 9 2 7 2, 1 2 1 2, 3 0 1 2, 5 1 2 2, 6 2 6 2, 6 5 5 2, 6 0 6 2, 3 7 2 0 0 0 0 No t e : T h r e e - h o u r c o u n t s u m m a r y v o l u m e s i n c l u d e h e a v y v e h i c l e s b u t e x c l u d e b i cy c l e s i n o v e r a l l c o u n t . Th r e e - H o u r C o u n t S u m m a r i e s - H e a v y V e h i c l e s 0 0 0 57 73 92 99 11 3 11 3 10 9 12 2 12 4 0 0 Th r e e - H o u r C o u n t S u m m a r i e s - B i k e s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8: 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8: 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8: 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7: 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7: 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7: 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7: 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6: 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6: 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6: 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6: 0 0 A M 0 0 0 0 0 HL LT BL BR HR Ho u r HL BL BR RT HR UT HL LT BL TH RT UT LT TH BR RT HR UT HL LT TH RT HR UT LT BL TH BR RT UT 15 - m i n To t a l Ro l l i n g Ea s t b o u n d We s t b o u n d No r t h b o u n d So u t h b o u n d No r t h w e s t b o u n d So u t h w e s t b o u n d On e UT 0 1 10 9 In t e r v a l S t a r t Dr w y CR 1 1 5 SH 8 2 SH 8 2 CR 1 5 4 Fr o n t a g e R d 0 0 0 0 0 0 65 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 39 1 0 0 0 0 0 0 0 0 0 3 29 4 Pe a k H o u r 0 0 0 0 0 0 0 0 0 0 2 0 18 0 1 0 0 96 4 1 0 0 0 1 0 0 0 0 3 Co u n t T o t a l 0 2 0 0 0 1 0 0 36 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 23 0 0 0 10 2 0 0 0 0 0 0 0 0 0 0 37 8: 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 27 8: 3 0 A M 0 1 0 0 0 0 0 0 0 0 0 0 15 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 24 8: 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 13 0 0 0 9 1 0 0 0 0 0 0 0 0 0 0 34 8: 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 13 0 0 0 0 0 0 0 0 0 0 0 24 7: 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 17 0 0 0 5 0 1 0 0 0 0 0 0 0 0 1 31 7: 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 1 0 0 9 0 0 0 0 0 0 0 0 0 0 0 24 7: 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 1 20 7: 0 0 A M 0 1 0 0 0 0 0 0 0 0 1 0 10 0 0 0 6 1 0 0 0 0 0 0 0 0 0 1 17 6: 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 10 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 12 6: 3 0 A M 0 0 0 0 0 1 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 8 6: 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 Ho u r 6: 0 0 A M 0 0 0 0 0 0 0 0 UT HL LT BL BR HR UT HL BL BR RT HR 15 - m i n To t a l Ro l l i n g Ea s t b o u n d We s t b o u n d No r t h b o u n d So u t h b o u n d No r t h w e s t b o u n d So u t h w e s t b o u n d On e 1 15 0 35 UT HL LT BL TH RT UT LT TH BR RT HR UT HL LT TH RT HR In t e r v a l S t a r t Dr w y CR 1 1 5 SH 8 2 SH 8 2 CR 1 5 4 0 0 0 17 2 0 1 10 9 0 0 0 0 UT LT BL TH BR RT Fr o n t a g e R d Pe a k H r 0 0 43 65 0 Co u n t T o t a l 3 1 10 4 18 3 0 1 22 0 54 0 0 0 24 7 0 3 29 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 36 0 0 0 0 8: 4 5 A M 0 0 12 23 0 0 0 0 0 2 0 0 37 0 0 0 0 0 0 0 0 8: 3 0 A M 1 0 16 20 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 2 8: 1 5 A M 0 0 12 15 0 0 6 0 15 8: 0 0 A M 0 0 10 13 0 0 0 0 9 0 0 0 34 0 0 0 0 1 0 0 3 7: 4 5 A M 0 0 14 20 0 0 0 0 8 0 0 0 24 0 0 0 0 0 0 0 0 2 0 1 24 0 0 0 0 0 5 0 10 7: 3 0 A M 0 0 7 17 0 0 0 0 5 0 0 0 31 0 0 0 0 0 9 0 17 7: 1 5 A M 0 0 9 22 0 0 0 0 0 7: 0 0 A M 1 0 7 16 0 0 0 0 0 0 0 1 20 0 0 0 0 0 0 0 1 6: 4 5 A M 0 0 8 11 0 0 0 0 0 0 0 0 17 0 0 0 0 0 0 0 0 1 0 0 24 0 0 0 0 0 0 0 0 6: 3 0 A M 1 0 5 11 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 6: 1 5 A M 0 1 2 9 0 0 0 0 2 2 0 0 8 0 0 0 0 So u t h NE SE To t a l 6: 0 0 A M 0 0 2 6 0 NW B SE B To t a l Ea s t We s t No r t h SE B To t a l EB WB NB SB 0 2 0 6 In t e r v a l He a v y V e h i c l e T o t a l s Bi c y c l e s Pe d e s t r i a n s ( C r o s s i n g L e g ) St a r t EB WB NB SB NW B - - 0% - 7% 4% 0% - 0% 0% - - 0% 0% - 4% - - 50 % 5% 10 % 17 % - - - 0% - 0% 0% - 1 10 9 HV % - - - - - 0% - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 65 0 0 2 39 1 1 0 0 0 0 0 0 HV 0 0 0 0 0 0 0 15 0 14 2, 6 5 5 1 0 1 1 0 0 31 10 0 1, 7 5 4 0 0 4 79 0 10 6 0 0 0 2 0 12 2 0 6, 6 5 6 Pe a k Ho u r Al l 0 0 0 0 0 2 0 0 1 1 41 0 25 0 1 0 3 1 1 3 72 21 0 4, 7 8 4 13 0 12 1, 6 1 1 20 6 0 0 0 8 0 22 3 Co u n t T o t a l 0 3 0 0 0 4 0 4 50 1 0 0 0 1 0 2 28 3 0 0 0 0 1 0 0 0 2 2 0 2 0 0 0 20 0 3 0 0 0 0 1 0 0 6 0 3 59 1 8: 4 5 A M 0 0 0 0 0 0 0 0 0 0 1 0 39 2 0 0 0 17 5 1 0 0 0 6 2 0 3 1 0 0 63 5 8: 3 0 A M 0 1 0 0 0 0 0 0 0 0 0 3 0 2 0 0 0 0 0 0 0 7 2 0 41 4 0 0 1 20 1 1 2 0 0 0 0 0 2 0 0 8 64 5 8: 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 3 38 3 0 0 1 0 0 1 0 0 7 5 0 5 0 0 0 22 7 4 0 0 0 0 1 0 0 6 0 4 73 5 8: 0 0 A M 0 0 0 0 0 0 1 0 0 0 3 0 47 6 0 0 0 22 5 1 1 0 0 10 1 0 2 1 0 2 64 0 7: 4 5 A M 0 0 0 0 0 2 0 0 0 0 0 3 0 0 0 0 0 1 0 0 0 7 0 0 48 1 0 0 1 13 7 4 2 0 0 0 0 0 3 1 0 0 60 6 7: 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 46 6 1 0 0 0 0 0 0 0 10 2 0 2 0 0 1 12 4 0 0 0 0 0 0 0 0 5 0 1 53 1 7: 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 41 8 0 0 0 94 0 0 0 0 9 1 0 0 0 0 1 52 4 7: 0 0 A M 0 2 0 0 0 0 0 0 0 0 1 3 0 2 0 0 0 0 0 0 0 7 3 0 41 6 0 0 1 46 0 6: 4 5 A M 0 0 0 0 0 0 0 1 0 0 0 3 37 1 1 0 0 0 0 0 4 73 1 0 1 0 0 0 0 85 5 0 0 0 0 0 0 1 0 0 4 0 1 41 2 6: 3 0 A M 0 0 0 0 0 1 0 0 0 0 1 0 36 1 6 0 0 0 0 1 1 2 0 1 0 37 6 6: 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 32 3 5 0 0 36 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 1 0 0 1 34 0 6: 0 0 A M 0 0 0 0 0 1 2 5 0 TH BR On e UT LT BL TH BR RT UT HL RT HR UT HL LT BL TH RT UT HL BR RT HR UT HL LT SH 8 2 SH 8 2 CR 1 5 4 Fr o n t a g e R d 15 - m i n To t a l Ro l l i n g No r t h b o u n d So u t h b o u n d No r t h w e s t b o u n d So u t h w e s t b o u n d BR HR Ho u r In t e r v a l S t a r t Dr w y CR 1 1 5 Ea s t b o u n d We s t b o u n d LT TH RT HR UT LT BL BL Pr o j e c t M a n a g e r : (7 2 0 ) 6 4 6 - 1 0 0 8 pr o j e c t . m a n a g e r . c o @ i d a x d a t a . c o m ww w . i d a x d a t a . c o m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pe a k H o u r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co u n t T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8: 4 5 A M 0 0 0 0 0 0 0 Pr o j e c t M a n a g e r : (7 2 0 ) 6 4 6 - 1 0 0 8 pr o j e c t . m a n a g e r . c o @ i d a x d a t a . c o m ww w . i d a x d a t a . c o m TO T A L 1. 6 % 0. 9 2 Pe a k H o u r NW B 0. 0 % 0. 5 0 SE B 0. 0 % 0. 3 0 NB 1. 6 % 0. 9 2 SB 1. 7 % 0. 8 2 Da t e : 11 / 0 5 / 2 0 2 2 Co u n t P e r i o d : 11 : 0 0 A M to 1: 0 0 P M EB 0. 0 % 0. 2 5 WB 0. 0 % 0. 7 5 HV % : PH F Pe a k H o u r : 12 : 0 0 P M to 1: 0 0 P M CR 1 1 5 N 0 Dr w y 787 942 0 1 7 0 0 779 0 0 SH 82 928 781 2 920 0 2 2 2 0 0 SH 82 1, 7 3 6 TE V : 0. 9 2 PH F : SH 8 2 CR 1 1 5 0 12 2 0 001 00 12 9 0 0 0 00120 Pr o j e c t M a n a g e r : (7 2 0 ) 6 4 6 - 1 0 0 8 pr o j e c t . m a n a g e r . c o @ i d a x d a t a . c o m ww w . i d a x d a t a . c o m Tw o - H o u r C o u n t S u m m a r i e s 0 0 0 1, 5 9 8 1, 6 1 9 1, 6 7 5 1, 6 8 5 1, 7 3 6 0 0 0 0 No t e : T w o - h o u r c o u n t s u m m a r y v o l u m e s i n c l u d e h e a v y v e h i c l e s b u t e x c l u d e b i cy c l e s i n o v e r a l l c o u n t . Tw o - H o u r C o u n t S u m m a r i e s - H e a v y V e h i c l e s 0 0 0 35 33 34 34 28 0 0 Tw o - H o u r C o u n t S u m m a r i e s - B i k e s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pe a k H o u r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co u n t T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 0 0 A M 0 0 0 0 0 HL LT BL BR HR Ho u r HL BL BR RT HR UT HL LT BL TH RT UT LT TH BR RT HR UT HL LT TH RT HR UT LT BL TH BR RT UT 15 - m i n To t a l Ro l l i n g Ea s t b o u n d We s t b o u n d No r t h b o u n d So u t h b o u n d No r t h w e s t b o u n d So u t h w e s t b o u n d On e UT 0 0 28 In t e r v a l S t a r t Dr w y CR 1 1 5 SH 8 2 SH 8 2 CR 1 5 4 Fr o n t a g e R d 0 0 0 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 63 Pe a k H o u r 0 0 0 0 0 0 0 0 0 0 0 1 30 0 0 0 31 0 0 0 0 0 0 0 1 0 0 0 Co u n t T o t a l 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 6 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 9 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 7 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 12 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 5 0 0 0 0 0 0 0 1 0 0 0 6 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 8 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 9 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 Ho u r 11 : 0 0 A M 0 0 0 0 0 0 0 0 UT HL LT BL BR HR UT HL BL BR RT HR 15 - m i n To t a l Ro l l i n g Ea s t b o u n d We s t b o u n d No r t h b o u n d So u t h b o u n d No r t h w e s t b o u n d So u t h w e s t b o u n d On e 0 0 0 2 UT HL LT BL TH RT UT LT TH BR RT HR UT HL LT TH RT HR In t e r v a l S t a r t Dr w y CR 1 1 5 SH 8 2 SH 8 2 CR 1 5 4 0 0 0 0 2 0 0 28 0 0 0 0 UT LT BL TH BR RT Fr o n t a g e R d Pe a k H r 0 0 15 13 0 Co u n t T o t a l 0 1 31 31 0 0 0 0 6 0 0 0 0 6 0 0 63 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 6 0 0 0 0 12 : 4 5 P M 0 0 2 4 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 1 12 : 3 0 P M 0 0 3 3 0 0 0 0 0 1 0 0 9 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 7 2 0 0 0 0 0 12 : 0 0 P M 0 0 3 4 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 1 5 6 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 2 11 : 3 0 A M 0 0 3 3 0 0 0 0 0 2 0 0 8 0 0 0 0 0 0 0 0 11 : 1 5 A M 0 0 4 4 0 0 0 0 0 2 0 0 9 0 0 0 0 So u t h NE SE To t a l 11 : 0 0 A M 0 0 4 5 0 NW B SE B To t a l Ea s t We s t No r t h SE B To t a l EB WB NB SB 0 0 0 2 In t e r v a l He a v y V e h i c l e T o t a l s Bi c y c l e s Pe d e s t r i a n s ( C r o s s i n g L e g ) St a r t EB WB NB SB NW B - - - - 0% 2% - - 0% - - - - 0% - 2% - - 0% 2% 0% 0% - 0% - - - 0% - 0% 0 28 HV % - 0% - - - - - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 0 15 0 0 0 0 0 0 0 0 HV 0 0 0 0 0 0 0 0 0 6 1, 7 3 6 0 0 2 0 0 0 0 7 0 77 9 0 0 2 92 0 2 2 0 1 0 0 0 12 0 2 3, 3 3 4 Pe a k Ho u r Al l 0 1 0 0 0 0 0 0 0 0 1 0 9 0 0 0 3 0 1 2 4 19 1 1, 4 6 8 2 4 4 1, 7 8 3 4 4 0 0 0 0 0 21 0 Co u n t T o t a l 0 2 0 0 0 2 0 0 0 1 47 2 0 1 0 0 0 0 3 0 23 7 0 0 0 22 6 0 1 0 0 0 0 0 3 0 0 0 43 0 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 21 3 0 1 1 20 6 1 1 0 0 0 0 0 4 0 0 0 41 8 12 : 3 0 P M 0 1 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 2 0 4 0 1 1 25 0 0 0 0 0 0 0 0 0 0 0 5 41 6 12 : 1 5 P M 0 0 0 0 0 1 0 0 0 0 0 0 16 9 0 0 0 23 8 1 0 0 1 0 0 0 1 0 0 0 42 1 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 2 4 0 17 4 1 0 0 42 0 11 : 4 5 A M 0 1 0 0 0 0 0 0 0 0 0 1 18 0 0 0 0 0 0 2 0 22 6 1 0 0 0 0 0 0 23 1 0 2 0 0 0 0 0 4 0 0 0 0 0 36 2 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 1 0 15 8 1 0 0 0 0 1 2 2 1 3 0 39 5 11 : 1 5 A M 0 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 17 7 0 0 0 20 9 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 2 19 7 0 11 : 0 0 A M 0 0 0 0 0 0 0 0 5 TH BR On e UT LT BL TH BR RT UT HL RT HR UT HL LT BL TH RT UT HL BR RT HR UT HL LT SH 8 2 SH 8 2 CR 1 5 4 Fr o n t a g e R d 15 - m i n To t a l Ro l l i n g No r t h b o u n d So u t h b o u n d No r t h w e s t b o u n d So u t h w e s t b o u n d BR HR Ho u r In t e r v a l S t a r t Dr w y CR 1 1 5 Ea s t b o u n d We s t b o u n d LT TH RT HR UT LT BL BL Pr o j e c t M a n a g e r : (7 2 0 ) 6 4 6 - 1 0 0 8 pr o j e c t . m a n a g e r . c o @ i d a x d a t a . c o m ww w . i d a x d a t a . c o m TO T A L 3. 1 % 0. 9 5 Pe a k H o u r NW B 0. 0 % 0. 3 8 SE B 0. 0 % 0. 8 0 NB 3. 2 % 0. 9 2 SB 3. 2 % 0. 9 6 Da t e : 11 / 0 3 / 2 0 2 2 Co u n t P e r i o d : 4: 0 0 P M to 6: 0 0 P M EB 0. 0 % 0. 3 8 WB 0. 0 % 0. 6 1 HV % : PH F Pe a k H o u r : 4: 3 0 P M to 5: 3 0 P M CR 1 1 5 N 0 Dr w y 747 1,976 0 0 9 6 0 732 0 0 SH 82 1,947 742 9 1,932 0 1 2 3 0 0 SH 82 2, 7 4 9 TE V : 0. 9 5 PH F : SH 8 2 CR 1 1 5 0 32 5 0 000 30 17 12 5 0 0 03140 Pr o j e c t M a n a g e r : (7 2 0 ) 6 4 6 - 1 0 0 8 pr o j e c t . m a n a g e r . c o @ i d a x d a t a . c o m ww w . i d a x d a t a . c o m Tw o - H o u r C o u n t S u m m a r i e s 0 0 0 2, 5 8 6 2, 6 7 5 2, 7 4 9 2, 7 0 4 2, 6 0 5 0 0 0 0 No t e : T w o - h o u r c o u n t s u m m a r y v o l u m e s i n c l u d e h e a v y v e h i c l e s b u t e x c l u d e b i cy c l e s i n o v e r a l l c o u n t . Tw o - H o u r C o u n t S u m m a r i e s - H e a v y V e h i c l e s 0 0 0 90 88 86 73 70 0 0 Tw o - H o u r C o u n t S u m m a r i e s - B i k e s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pe a k H o u r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co u n t T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5: 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5: 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5: 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5: 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4: 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4: 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4: 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4: 0 0 P M 0 0 0 0 0 HL LT BL BR HR Ho u r HL BL BR RT HR UT HL LT BL TH RT UT LT TH BR RT HR UT HL LT TH RT HR UT LT BL TH BR RT UT 15 - m i n To t a l Ro l l i n g Ea s t b o u n d We s t b o u n d No r t h b o u n d So u t h b o u n d No r t h w e s t b o u n d So u t h w e s t b o u n d On e UT 0 0 86 In t e r v a l S t a r t Dr w y CR 1 1 5 SH 8 2 SH 8 2 CR 1 5 4 Fr o n t a g e R d 0 0 0 0 0 0 24 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 58 1 0 0 0 0 0 0 0 0 0 1 16 0 Pe a k H o u r 0 0 0 0 0 0 0 0 0 0 0 0 47 0 0 0 99 2 3 0 0 1 0 0 1 0 0 6 Co u n t T o t a l 0 0 0 0 0 0 0 0 0 1 12 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 16 5: 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 9 0 0 0 0 0 0 0 1 0 0 1 19 5: 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 12 1 1 0 0 0 0 0 0 0 0 0 23 5: 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 15 5: 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 13 0 1 0 0 0 0 0 0 0 0 0 29 4: 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 1 17 0 0 0 0 0 0 0 0 0 0 0 21 4: 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 10 0 0 0 0 0 0 0 0 0 0 0 25 4: 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 15 1 0 0 0 0 0 0 0 0 0 2 Ho u r 4: 0 0 P M 0 0 0 0 0 0 0 0 UT HL LT BL BR HR UT HL BL BR RT HR 15 - m i n To t a l Ro l l i n g Ea s t b o u n d We s t b o u n d No r t h b o u n d So u t h b o u n d No r t h w e s t b o u n d So u t h w e s t b o u n d On e 0 5 1 16 UT HL LT BL TH RT UT LT TH BR RT HR UT HL LT TH RT HR In t e r v a l S t a r t Dr w y CR 1 1 5 SH 8 2 SH 8 2 CR 1 5 4 0 0 0 5 5 0 0 86 0 0 0 0 UT LT BL TH BR RT Fr o n t a g e R d Pe a k H r 0 0 62 24 0 Co u n t T o t a l 0 1 11 0 48 0 0 5 1 16 0 0 0 5 5 0 1 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12 0 0 0 0 5: 4 5 P M 0 0 7 4 0 0 0 0 0 0 0 0 16 0 0 0 0 0 2 0 4 5: 3 0 P M 0 1 10 5 0 0 0 0 2 0 0 0 19 0 0 0 0 0 0 0 0 5: 1 5 P M 0 0 14 5 0 0 2 1 5 5: 0 0 P M 0 0 16 7 0 0 0 0 2 0 0 0 15 0 0 0 0 0 1 0 7 4: 4 5 P M 0 0 14 1 0 0 0 0 0 0 0 0 29 0 0 0 0 0 0 0 1 5 0 0 23 0 0 0 0 0 0 0 0 4: 3 0 P M 0 0 18 11 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 4: 1 5 P M 0 0 13 8 0 0 0 0 0 0 0 0 25 0 0 0 0 So u t h NE SE To t a l 4: 0 0 P M 0 0 18 7 0 NW B SE B To t a l Ea s t We s t No r t h SE B To t a l EB WB NB SB 0 0 0 0 In t e r v a l He a v y V e h i c l e T o t a l s Bi c y c l e s Pe d e s t r i a n s ( C r o s s i n g L e g ) St a r t EB WB NB SB NW B - 0% 0% - 0% 3% - - 0% - - - 0% 0% - 3% - 0% 50 % 3% 11 % 67 % - - - 0% - 0% - 0% 0 86 HV % - - - - - 0% - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 0 0 1 58 1 2 0 0 0 0 0 0 HV 0 0 0 0 0 0 1 3 0 28 2, 7 4 9 0 0 2 0 0 0 6 9 0 73 2 0 1 2 1, 9 3 2 9 3 0 0 0 3 0 14 0 1 5, 1 9 1 Pe a k Ho u r Al l 0 0 0 0 0 3 0 0 0 1 8 0 59 1 1 0 3 1 1 0 22 24 0 1, 4 6 6 4 1 8 3, 5 1 7 21 7 1 0 0 5 0 25 1 Co u n t T o t a l 0 0 0 0 0 14 0 2 0 8 58 5 0 0 0 0 0 0 1 0 17 3 1 0 0 38 9 2 2 0 0 2 1 0 3 0 0 0 61 8 5: 4 5 P M 0 0 0 0 0 1 0 0 0 0 0 1 0 9 0 1 0 0 0 0 0 6 4 0 17 3 1 0 2 40 9 3 0 1 0 0 0 0 3 0 0 5 72 3 5: 3 0 P M 0 0 0 0 0 5 0 0 0 0 0 0 18 3 0 0 0 0 0 1 0 0 1 2 0 4 0 0 0 52 3 4 0 0 0 0 0 0 0 0 0 8 67 9 5: 1 5 P M 0 0 0 0 0 1 0 0 0 0 1 0 17 5 0 0 0 48 7 0 0 0 0 2 2 0 1 0 1 0 68 4 5: 0 0 P M 0 0 0 0 0 1 0 0 0 0 1 1 0 8 1 0 0 1 0 0 0 1 1 0 18 7 0 0 0 66 3 4: 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 18 7 0 0 0 0 0 0 2 45 1 2 0 2 0 0 0 0 47 1 3 2 0 0 0 1 0 6 0 0 1 0 6 64 9 4: 3 0 P M 0 0 0 0 0 1 1 1 0 0 7 0 20 5 0 0 0 0 0 0 2 5 0 3 0 59 0 4: 1 5 P M 0 0 0 0 0 4 0 0 0 0 0 1 0 8 0 0 0 0 0 0 0 7 0 18 3 2 0 2 37 7 4 0 0 0 0 1 0 3 1 2 0 0 4 0 0 2 0 0 2 41 0 3 4: 0 0 P M 0 0 0 0 0 1 0 4 3 TH BR On e UT LT BL TH BR RT UT HL RT HR UT HL LT BL TH RT UT HL BR RT HR UT HL LT SH 8 2 SH 8 2 CR 1 5 4 Fr o n t a g e R d 15 - m i n To t a l Ro l l i n g No r t h b o u n d So u t h b o u n d No r t h w e s t b o u n d So u t h w e s t b o u n d BR HR Ho u r In t e r v a l S t a r t Dr w y CR 1 1 5 Ea s t b o u n d We s t b o u n d LT TH RT HR UT LT BL BL Pr o j e c t M a n a g e r : (7 2 0 ) 6 4 6 - 1 0 0 8 pr o j e c t . m a n a g e r . c o @ i d a x d a t a . c o m Lo c a t i o n : Co u n t D i r e c t i o n : Da t e R a n g e : Si t e C o d e : To t a l 12 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 Vo l u m e No r t h b o u n d 35 5 , 9 2 6 2 , 5 0 8 1 0 1 , 2 1 8 6 7 0 9 1 2 8 0 0 0 9, 7 9 3 Pe r c e n t 0. 4 % 6 0 . 5 % 2 5 . 6 % 0 . 1 % 1 2 . 4 % 0 . 7 % 0 . 0 % 0 . 1 % 0 . 1 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % So u t h b o u n d 19 5 , 7 3 0 2 , 2 7 4 1 5 1 , 7 3 5 4 7 0 1 2 1 1 5 0 0 0 9, 8 4 8 Pe r c e n t 0. 2 % 5 8 . 2 % 2 3 . 1 % 0 . 2 % 1 7 . 6 % 0 . 5 % 0 . 0 % 0 . 1 % 0 . 1 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % To t a l 54 1 1 , 6 5 6 4 , 7 8 2 2 5 2 , 9 5 3 1 1 4 0 2 1 2 3 1 3 0 0 0 19 , 6 4 1 Pe r c e n t 0. 3 % 5 9 . 3 % 2 4 . 3 % 0 . 1 % 1 5 . 0 % 0 . 6 % 0 . 0 % 0 . 1 % 0 . 1 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % FH W A V e h i c l e C l a s s i f i c a t i o n Cl a s s 1 - M o t o r c y c l e s Cl a s s 8 - F o u r o r F e w e r A x l e S i n g l e - T r a i l e r T r u c k s Cl a s s 2 - P a s s e n g e r C a r s Cl a s s 9 - F i v e - A x l e S i n g l e - T r a i l e r T r u c k s Cl a s s 3 - O t h e r T w o - A x l e , F o u r- T i r e S i n g l e U n i t V e h i c l e s Cl a s s 1 0 - S i x o r M o r e A x l e S i n g l e - T r a i l e r T r u c k s Cl a s s 4 - B u s e s Cl a s s 1 1 - F i v e o r f e w e r A x l e M u l t i - T r a i l e r T r u c k s Cl a s s 5 - T w o - A x l e , S i x - Ti r e , S i n g l e - U n i t T r u c k s Cl a s s 1 2 - S i x - A x l e M u l t i - T r a i l e r T r u c k s Cl a s s 6 - T h r e e - A x l e S i n g l e - U n i t T r u c k s Cl a s s 13 - S e v e n o r M o r e A x l e M u l t i - T r a i l e r T r u c k s Cl a s s 7 - F o u r o r M o r e Ax l e S i n g l e - U n i t T r u c k s Ve h i c l e C l a s s i f i c a t i o n R e p o r t S u m m a r y FH W A V e h i c l e C l a s s i f i c a t i o n St u d y T o t a l Sp r i n g V a l l e y R d N / O S H 8 2 No r t h b o u n d / S o u t h b o u n d 10 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 01 1 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 4 8 2 9 0 1 6 1 0 0 0 0 0 0 0 94 3:00 PM 0 5 6 2 7 1 1 9 3 0 0 0 0 0 0 0 10 6 4:00 PM 0 8 9 4 2 0 2 6 1 0 0 0 1 0 0 0 15 9 5:00 PM 1 9 5 2 8 0 1 3 0 0 0 0 0 0 0 0 13 7 6:00 PM 1 8 1 3 0 0 1 2 0 0 0 1 0 0 0 0 12 5 7:00 PM 0 4 3 1 9 0 4 0 0 0 0 0 0 0 0 66 8:00 PM 0 1 9 5 0 0 0 0 0 0 0 0 0 0 24 9:00 PM 0 1 5 2 0 0 0 0 0 0 0 0 0 0 17 10:00 PM 0 6 3 0 0 0 0 0 0 0 0 0 0 9 11:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 To t a l 2 4 5 3 1 8 6 1 9 0 5 0 0 1 1 0 0 0 7 3 9 Pe r c e n t 0. 3 % 6 1 . 3 % 2 5 . 2 % 0 . 1 % 1 2 . 2 % 0 . 7 % 0 . 0 % 0 . 0 % 0 . 1 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % We d n e s d a y , O c t o b e r 1 9 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 2 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 6 1 2 2 1 2 3 1 0 0 0 0 0 0 0 10 8 3:00 PM 0 3 9 1 9 0 1 3 1 0 0 0 0 0 0 0 72 4:00 PM 2 8 6 3 1 0 1 2 0 0 0 0 0 0 0 0 13 1 5:00 PM 0 8 7 3 2 0 1 3 0 0 0 0 0 0 0 0 13 2 6:00 PM 0 7 7 2 1 0 1 3 0 0 0 0 0 0 0 0 11 1 7:00 PM 0 3 5 1 6 0 4 0 0 0 0 0 0 0 0 55 8:00 PM 0 3 6 1 3 0 1 0 0 0 0 0 0 0 0 50 9:00 PM 0 2 1 5 0 1 0 0 0 0 0 0 0 0 27 10 : 0 0 P M 0 1 1 2 0 1 0 0 0 0 0 0 0 0 14 11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 To t a l 2 4 5 6 1 6 1 1 8 1 2 0 0 0 0 0 0 0 7 0 3 Pe r c e n t 0. 3 % 6 4 . 9 % 2 2 . 9 % 0 . 1 % 1 1 . 5 % 0 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % We d n e s d a y , O c t o b e r 1 9 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 3 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 1 2 4 0 1 0 0 0 0 0 0 0 0 17 6:00 AM 0 3 3 1 3 0 3 1 0 0 0 0 0 0 0 50 7:00 AM 0 7 1 2 6 0 1 8 0 0 0 0 0 0 0 0 11 5 8:00 AM 0 5 5 1 9 0 1 2 0 0 0 0 1 0 0 0 87 9:00 AM 0 4 1 2 0 0 9 1 0 0 1 0 0 0 0 72 10:00 AM 0 3 0 1 1 0 1 4 0 0 1 1 1 0 0 0 58 11:00 AM 0 4 2 3 1 0 1 1 0 0 0 0 0 0 0 0 84 12:00 PM 1 6 6 3 5 0 1 9 3 0 1 0 0 0 0 0 12 5 1:00 PM 1 4 8 2 9 0 9 1 0 0 2 0 0 0 0 90 2:00 PM 1 8 5 2 2 0 1 8 0 0 1 0 0 0 0 0 12 7 3:00 PM 1 7 4 3 8 0 2 5 5 0 0 0 0 0 0 0 14 3 4:00 PM 0 8 4 2 9 0 2 9 3 0 0 0 0 0 0 0 14 5 5:00 PM 2 8 5 5 5 0 2 1 1 0 0 0 1 0 0 0 16 5 6:00 PM 0 6 6 2 6 0 1 4 0 0 0 0 0 0 0 0 10 6 7:00 PM 0 5 4 2 2 0 8 0 0 0 0 0 0 0 0 84 8:00 PM 0 1 5 4 0 3 0 0 0 0 0 0 0 0 22 9:00 PM 0 1 7 6 0 1 0 0 0 0 0 0 0 0 24 10:00 PM 1 8 1 0 0 0 0 0 0 0 0 0 0 10 11:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 To t a l 7 8 9 3 3 9 2 0 2 1 5 1 5 0 3 4 3 0 0 0 1 , 5 3 2 Pe r c e n t 0. 5 % 5 8 . 3 % 2 5 . 6 % 0 . 0 % 1 4 . 0 % 1 . 0 % 0 . 0 % 0 . 2 % 0 . 3 % 0 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % Th u r s d a y , O c t o b e r 2 0 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 4 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 5:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 2 1 1 6 0 1 6 0 0 0 0 0 0 0 0 53 7:00 AM 0 3 5 1 1 0 2 2 0 0 0 0 0 0 0 0 68 8:00 AM 0 7 6 4 2 1 3 9 1 0 0 0 0 0 0 0 15 9 9:00 AM 0 3 0 3 0 0 2 5 0 0 0 0 0 0 0 0 85 10:00 AM 0 3 6 2 7 1 2 3 1 0 0 0 0 0 0 0 88 11:00 AM 0 5 5 1 6 0 1 6 2 0 0 0 0 0 0 0 89 12:00 PM 2 8 8 2 4 0 2 7 3 0 1 0 0 0 0 0 14 5 1:00 PM 0 4 3 2 7 0 2 2 2 0 0 0 0 0 0 0 94 2:00 PM 0 4 8 2 0 1 2 0 1 0 1 0 0 0 0 0 91 3:00 PM 1 7 1 2 3 0 1 9 0 0 0 0 0 0 0 0 11 4 4:00 PM 1 8 1 3 2 0 1 9 0 0 0 0 0 0 0 0 13 3 5:00 PM 0 8 1 2 4 0 1 4 0 0 0 0 0 0 0 0 11 9 6:00 PM 0 6 9 1 8 0 1 4 0 0 0 0 0 0 0 0 10 1 7:00 PM 0 4 8 1 1 0 4 0 0 0 0 0 0 0 0 63 8:00 PM 0 2 6 1 0 0 8 0 0 0 0 0 0 0 0 44 9:00 PM 0 2 5 1 0 0 1 0 0 0 0 0 0 0 0 36 10 : 0 0 P M 0 2 0 7 0 1 0 0 0 0 0 0 0 0 28 11:00 PM 0 6 3 0 0 0 0 0 0 0 0 0 0 9 To t a l 4 8 6 9 3 5 4 3 2 9 0 1 0 0 2 0 0 0 0 0 1 , 5 3 2 Pe r c e n t 0. 3 % 5 6 . 7 % 2 3 . 1 % 0 . 2 % 1 8 . 9 % 0 . 7 % 0 . 0 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Th u r s d a y , O c t o b e r 2 0 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 5 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 3:00 AM 0 7 0 0 0 0 0 0 0 0 0 0 0 7 4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 1 0 3 0 2 0 0 0 0 0 0 0 0 15 6:00 AM 0 2 9 9 0 6 0 0 0 0 0 0 0 0 44 7:00 AM 0 5 7 3 1 0 2 3 1 0 0 0 0 0 0 0 11 2 8:00 AM 0 5 8 2 7 0 1 3 1 0 0 0 0 0 0 0 99 9:00 AM 0 3 9 1 5 0 7 2 0 0 0 0 0 0 0 63 10:00 AM 0 3 6 2 1 0 6 0 0 1 0 0 0 0 0 64 11:00 AM 0 4 5 1 9 0 1 4 1 0 0 0 0 0 0 0 79 12:00 PM 1 5 4 2 4 0 1 8 1 0 0 0 0 0 0 0 98 1:00 PM 0 5 4 3 5 0 8 0 0 1 0 0 0 0 0 98 2:00 PM 1 5 6 2 1 0 1 6 0 0 0 0 0 0 0 0 94 3: 0 0 P M 1 1 0 8 5 2 0 2 1 1 0 0 0 0 0 0 0 18 3 4: 0 0 P M 2 1 5 2 7 9 0 3 4 3 0 2 0 0 0 0 0 27 2 5: 0 0 P M 1 1 7 8 8 3 0 3 4 0 0 0 0 0 0 0 0 29 6 6: 0 0 P M 1 1 5 6 8 1 0 3 7 0 0 0 1 0 0 0 0 27 6 7:00 PM 0 4 0 2 0 0 6 0 0 0 0 0 0 0 0 66 8:00 PM 0 2 1 0 0 4 0 0 0 0 0 0 0 0 25 9:00 PM 0 2 0 8 0 0 0 0 0 0 0 0 0 0 28 10:00 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 9 11:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 To t a l 7 1 , 1 3 4 5 3 1 0 2 4 9 1 0 0 4 1 0 0 0 0 1 , 9 3 6 Pe r c e n t 0. 4 % 5 8 . 6 % 2 7 . 4 % 0 . 0 % 1 2 . 9 % 0 . 5 % 0 . 0 % 0 . 2 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Fr i d a y , O c t o b e r 2 1 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 6 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 5:00 AM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 6:00 AM 0 2 5 1 7 0 1 5 0 0 0 0 0 0 0 0 57 7:00 AM 0 4 9 2 8 0 2 6 1 0 0 0 1 0 0 0 10 5 8:00 AM 0 5 9 4 2 0 2 8 1 0 0 0 0 0 0 0 13 0 9:00 AM 0 3 9 2 0 0 2 0 1 0 0 0 0 0 0 0 80 10:00 AM 0 3 0 1 4 0 1 5 1 0 1 0 0 0 0 0 61 11:00 AM 0 3 5 1 5 0 1 6 0 0 0 0 0 0 0 0 66 12:00 PM 0 6 0 2 5 0 2 4 2 0 1 0 0 0 0 0 11 2 1:00 PM 1 7 4 6 4 0 3 7 0 0 0 0 0 0 0 0 17 6 2: 0 0 P M 3 1 5 0 9 4 0 7 2 1 0 0 0 0 0 0 0 32 0 3: 0 0 P M 0 1 7 9 9 2 0 4 6 0 0 1 0 0 0 0 0 31 8 4: 0 0 P M 0 1 5 6 5 9 0 4 3 1 0 0 0 0 0 0 0 25 9 5:00 PM 0 7 5 2 0 0 2 0 1 0 0 0 0 0 0 0 11 6 6:00 PM 1 5 8 1 8 0 1 5 0 0 0 0 0 0 0 0 92 7:00 PM 0 3 8 1 5 0 9 0 0 0 0 0 0 0 0 62 8:00 PM 0 3 9 1 3 0 1 1 0 0 0 0 0 0 0 0 63 9:00 PM 0 2 9 1 5 0 5 0 0 0 0 0 0 0 0 49 10 : 0 0 P M 0 1 3 0 0 0 0 0 0 0 0 0 0 0 13 11:00 PM 0 7 5 0 0 0 0 0 0 0 0 0 0 12 To t a l 5 1 , 1 2 5 5 5 9 0 4 0 4 9 0 3 0 1 0 0 0 2 , 1 0 6 Pe r c e n t 0. 2 % 5 3 . 4 % 2 6 . 5 % 0 . 0 % 1 9 . 2 % 0 . 4 % 0 . 0 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Fr i d a y , O c t o b e r 2 1 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 7 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 4:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 5:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 6:00 AM 0 1 0 7 0 1 0 0 0 0 0 0 0 0 18 7:00 AM 0 3 6 1 4 0 6 0 0 0 0 0 0 0 0 56 8:00 AM 0 3 9 1 4 0 4 0 0 0 0 0 0 0 0 57 9:00 AM 1 8 5 3 4 0 1 4 0 0 0 0 0 0 0 0 13 4 10 : 0 0 A M 0 1 0 2 3 3 0 1 1 0 0 0 0 1 0 0 0 14 7 11 : 0 0 A M 3 1 1 1 4 0 0 1 8 0 0 0 0 0 0 0 0 17 2 12 : 0 0 P M 1 1 0 7 4 7 0 9 0 0 0 0 0 0 0 0 16 4 1:00 PM 2 9 4 4 4 0 1 3 0 0 0 0 0 0 0 0 15 3 2:00 PM 3 9 4 4 0 0 1 3 0 0 0 0 0 0 0 0 15 0 3: 0 0 P M 4 1 1 4 5 7 0 1 8 1 0 0 1 0 0 0 0 19 5 4: 0 0 P M 3 1 8 0 7 6 0 4 1 0 0 0 0 0 0 0 0 30 0 5: 0 0 P M 1 1 7 3 8 1 0 3 7 0 0 0 0 1 0 0 0 29 3 6: 0 0 P M 0 1 5 2 7 5 0 2 9 0 0 0 0 1 0 0 0 25 7 7: 0 0 P M 0 1 3 2 7 3 0 1 8 0 0 0 0 0 0 0 0 22 3 8:00 PM 0 1 3 3 0 0 0 0 0 0 0 0 0 0 16 9:00 PM 0 1 0 3 0 0 0 0 0 0 0 0 0 0 13 10:00 PM 0 9 3 0 1 0 0 0 0 0 0 0 0 13 11:00 PM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 To t a l 18 1 , 4 7 9 6 4 9 0 2 3 5 1 0 0 1 3 0 0 0 2 , 3 8 6 Pe r c e n t 0. 8 % 6 2 . 0 % 2 7 . 2 % 0 . 0 % 9 . 8 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % Sa t u r d a y , O c t o b e r 2 2 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 8 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 2:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 1 1 5 0 5 0 0 0 0 0 0 0 0 21 6: 0 0 A M 0 1 1 1 6 4 0 6 2 0 0 0 0 0 0 0 0 23 7 7: 0 0 A M 0 1 7 3 6 9 0 5 9 0 0 0 0 0 0 0 0 30 1 8: 0 0 A M 0 1 5 1 6 2 0 3 4 0 0 0 0 0 0 0 0 24 7 9: 0 0 A M 0 1 2 1 3 7 1 3 8 0 0 0 0 2 0 0 0 19 9 10 : 0 0 A M 0 1 0 0 4 6 0 3 7 1 0 0 0 0 0 0 0 18 4 11:00 AM 0 9 5 3 8 0 1 9 0 0 0 0 0 0 0 0 15 2 12:00 PM 0 8 4 3 1 0 2 4 0 0 0 0 0 0 0 0 13 9 1:00 PM 3 7 8 2 4 0 1 8 1 0 0 0 0 0 0 0 12 4 2:00 PM 1 8 3 3 0 0 2 9 0 0 0 0 0 0 0 0 14 3 3:00 PM 1 6 5 1 6 0 1 4 0 0 0 0 0 0 0 0 96 4:00 PM 1 6 9 2 9 0 5 0 0 0 0 0 0 0 0 10 4 5:00 PM 0 5 9 2 0 0 8 0 0 1 0 0 0 0 0 88 6:00 PM 0 3 3 1 6 0 6 0 0 0 0 0 0 0 0 55 7:00 PM 0 3 8 8 0 4 0 0 0 0 0 0 0 0 50 8:00 PM 0 2 5 1 2 0 1 0 0 0 0 0 0 0 0 38 9:00 PM 0 2 3 7 0 1 1 0 0 0 0 0 0 0 0 41 10 : 0 0 P M 0 1 7 4 0 1 0 0 0 0 0 0 0 0 22 11 : 0 0 P M 0 1 3 4 0 1 0 0 0 0 0 0 0 0 18 To t a l 6 1 , 3 6 1 5 2 6 1 3 7 6 2 0 1 0 2 0 0 0 2 , 2 7 5 Pe r c e n t 0. 3 % 5 9 . 8 % 2 3 . 1 % 0 . 0 % 1 6 . 5 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % Sa t u r d a y , O c t o b e r 2 2 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 9 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 0 1 0 2 0 0 0 0 0 0 0 0 3 6:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 7:00 AM 0 1 0 2 0 1 0 0 0 0 0 0 0 0 13 8:00 AM 0 2 9 1 2 0 2 0 0 0 0 0 0 0 0 43 9:00 AM 0 2 6 9 0 6 0 0 0 0 0 0 0 0 41 10:00 AM 0 3 5 1 1 0 3 0 0 0 0 0 0 0 0 49 11:00 AM 0 3 8 8 0 3 0 0 0 0 0 0 0 0 49 12:00 PM 0 2 5 9 0 3 0 0 0 0 0 0 0 0 37 1:00 PM 0 3 3 1 2 0 4 0 0 0 0 0 0 0 0 49 2:00 PM 0 2 8 7 0 1 0 0 0 0 0 0 0 0 36 3: 0 0 P M 0 3 1 1 0 0 6 0 0 0 0 0 0 0 0 47 4:00 PM 0 2 3 9 0 4 0 0 0 0 0 0 0 0 36 5:00 PM 0 2 3 8 0 1 0 0 0 0 0 0 0 0 32 6:00 PM 0 2 8 8 0 0 0 0 0 0 0 0 0 0 36 7:00 PM 0 1 5 1 0 2 0 0 0 0 0 0 0 0 18 8:00 PM 0 2 2 1 0 0 0 0 0 0 0 0 0 0 23 9:00 PM 0 1 1 3 0 0 0 0 0 0 0 0 0 0 14 10:00 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 7 11:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 To t a l 0 3 9 4 1 1 7 0 3 8 0 0 0 0 0 0 0 0 5 4 9 Pe r c e n t 0. 0 % 7 1 . 8 % 2 1 . 3 % 0 . 0 % 6 . 9 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Su n d a y , O c t o b e r 2 3 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 10 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 3 0 0 2 0 0 0 0 0 0 0 0 5 1:00 AM 0 4 2 0 1 0 0 0 0 0 0 0 0 7 2:00 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 8 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 8 8:00 AM 0 1 0 4 0 5 0 0 0 0 0 0 0 0 19 9:00 AM 0 1 2 5 0 3 0 0 0 0 0 0 0 0 20 10:00 AM 0 1 7 7 0 3 0 0 0 0 0 0 0 0 27 11:00 AM 0 2 7 6 0 4 0 0 0 0 0 0 0 0 37 12:00 PM 0 2 6 1 1 0 4 0 0 0 0 0 0 0 0 41 1:00 PM 1 2 9 9 0 4 0 0 0 0 0 0 0 0 43 2:00 PM 0 4 1 4 0 3 0 0 0 0 0 0 0 0 48 3:00 PM 0 2 9 9 0 4 0 0 0 0 0 0 0 0 42 4: 0 0 P M 0 3 8 1 5 0 4 0 0 0 0 0 0 0 0 57 5:00 PM 0 3 9 7 0 5 0 0 0 0 0 0 0 0 51 6:00 PM 0 3 7 9 0 6 0 0 0 0 0 0 0 0 52 7:00 PM 0 2 3 1 0 0 7 0 0 0 0 0 0 0 0 40 8:00 PM 0 1 7 8 0 1 0 0 0 0 0 0 0 0 26 9:00 PM 0 2 5 0 0 0 0 0 0 0 0 0 0 0 25 10 : 0 0 P M 0 1 0 2 0 0 0 0 0 0 0 0 0 0 12 11:00 PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 To t a l 1 4 0 7 1 1 2 0 5 6 0 0 0 0 0 0 0 0 5 7 6 Pe r c e n t 0. 2 % 7 0 . 7 % 1 9 . 4 % 0 . 0 % 9 . 7 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Su n d a y , O c t o b e r 2 3 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 11 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 4:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 5:00 AM 0 8 2 0 2 0 0 0 0 0 0 0 0 12 6:00 AM 0 2 6 1 2 0 2 1 0 0 0 0 0 0 0 41 7:00 AM 0 6 2 2 0 0 1 8 0 0 0 0 0 0 0 0 10 0 8:00 AM 0 5 9 2 5 0 1 2 0 0 0 0 0 0 0 0 96 9:00 AM 0 3 5 1 7 0 1 7 1 0 0 0 0 0 0 0 70 10:00 AM 0 3 4 2 0 0 1 6 0 0 0 0 0 0 0 0 70 11:00 AM 0 6 1 2 1 1 1 6 1 0 0 1 0 0 0 0 10 1 12:00 PM 0 3 7 2 9 0 1 6 2 0 0 0 0 0 0 0 84 1:00 PM 0 3 5 1 7 0 2 0 2 0 0 1 0 0 0 0 75 2:00 PM 0 4 3 2 1 1 1 8 2 0 0 0 0 0 0 0 85 3:00 PM 0 6 8 3 2 0 2 0 3 0 1 0 0 0 0 0 12 4 4:00 PM 0 6 9 3 5 1 1 1 2 0 0 1 0 0 0 0 11 9 5:00 PM 1 7 4 2 1 1 1 4 0 0 0 0 1 0 0 0 11 2 6:00 PM 0 5 4 1 4 1 1 0 0 0 0 0 0 0 0 0 79 7:00 PM 0 2 8 7 0 1 0 0 0 0 0 0 0 0 36 8:00 PM 0 2 5 3 0 0 0 0 0 0 0 0 0 0 28 9:00 PM 0 1 5 0 0 1 0 0 0 0 0 0 0 0 16 10:00 PM 0 6 2 0 1 0 0 0 0 0 0 0 0 9 11:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 To t a l 1 7 5 2 3 0 1 5 1 9 6 1 4 0 1 3 1 0 0 0 1 , 2 7 4 Pe r c e n t 0. 1 % 5 9 . 0 % 2 3 . 6 % 0 . 4 % 1 5 . 4 % 1 . 1 % 0 . 0 % 0 . 1 % 0 . 2 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % Mo n d a y , O c t o b e r 2 4 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 12 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 3:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 9 6:00 AM 0 2 1 8 0 6 0 0 0 0 0 0 0 0 35 7:00 AM 0 4 2 1 5 1 3 4 0 0 0 0 0 0 0 0 92 8:00 AM 0 7 9 3 1 1 4 2 0 0 2 0 0 0 0 0 15 5 9:00 AM 0 3 3 1 7 1 1 5 1 0 0 0 0 0 0 0 67 10:00 AM 0 3 0 1 9 1 1 3 0 0 0 0 0 0 0 0 63 11:00 AM 0 3 0 2 3 1 2 1 1 0 0 0 0 0 0 0 76 12:00 PM 0 5 8 2 1 0 3 4 1 0 0 0 0 0 0 0 11 4 1:00 PM 0 2 7 1 8 2 1 4 1 0 0 0 1 0 0 0 63 2:00 PM 0 2 8 1 9 0 1 2 2 0 1 0 0 0 0 0 62 3:00 PM 0 5 4 1 9 1 2 0 2 0 0 1 0 0 0 0 97 4:00 PM 0 6 7 2 3 0 1 8 1 0 0 1 0 0 0 0 11 0 5:00 PM 0 9 4 2 1 0 1 6 1 0 0 0 0 0 0 0 13 2 6:00 PM 0 5 6 1 7 0 7 0 0 0 0 0 0 0 0 80 7:00 PM 0 4 1 7 0 6 0 0 0 0 0 0 0 0 54 8:00 PM 0 1 8 5 0 3 0 0 0 0 0 0 0 0 26 9:00 PM 0 1 9 2 0 0 0 0 0 0 0 0 0 0 21 10 : 0 0 P M 0 1 1 1 0 0 0 0 0 0 0 0 0 0 12 11:00 PM 0 7 1 0 1 0 0 0 0 0 0 0 0 9 To t a l 0 7 2 7 2 7 1 8 2 6 4 1 0 0 3 2 1 0 0 0 1 , 2 8 6 Pe r c e n t 0. 0 % 5 6 . 5 % 2 1 . 1 % 0 . 6 % 2 0 . 5 % 0 . 8 % 0 . 0 % 0 . 2 % 0 . 2 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % Mo n d a y , O c t o b e r 2 4 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 13 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 4:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 5:00 AM 0 6 5 0 0 0 0 0 0 0 0 0 0 11 6:00 AM 0 3 3 1 4 0 5 0 0 1 0 0 0 0 0 53 7:00 AM 0 6 2 3 0 0 2 0 0 0 0 0 0 0 0 0 11 2 8:00 AM 0 6 2 2 0 0 1 4 0 0 0 1 0 0 0 0 97 9:00 AM 0 5 1 1 8 0 1 1 2 0 0 0 0 0 0 0 82 10:00 AM 0 4 6 2 6 0 8 3 0 0 0 0 0 0 0 83 11:00 AM 0 6 4 2 2 0 1 6 5 0 0 1 0 0 0 0 10 8 12:00 PM 0 4 3 3 6 3 1 4 3 0 0 0 0 0 0 0 99 1:00 PM 0 5 8 1 3 0 1 4 2 0 0 0 0 0 0 0 87 2:00 PM 0 7 3 2 0 0 1 6 2 0 0 0 0 0 0 0 11 1 3:00 PM 0 6 2 2 7 0 1 2 2 0 0 0 0 0 0 0 10 3 4:00 PM 0 7 4 3 3 0 2 4 1 0 0 0 0 0 0 0 13 2 5:00 PM 0 7 2 2 5 1 1 6 2 0 0 0 0 0 0 0 11 6 6:00 PM 0 4 6 2 3 0 1 7 0 0 0 0 0 0 0 0 86 7:00 PM 0 3 2 1 0 0 2 0 0 0 0 0 0 0 0 44 8:00 PM 0 9 6 0 2 0 0 0 0 0 0 0 0 17 9:00 PM 0 1 4 1 0 1 0 0 0 0 0 0 0 0 16 10:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 11:00 PM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 To t a l 0 8 2 1 3 3 2 4 1 9 5 2 2 0 1 2 0 0 0 0 1 , 3 7 7 Pe r c e n t 0. 0 % 5 9 . 6 % 2 4 . 1 % 0 . 3 % 1 4 . 2 % 1 . 6 % 0 . 0 % 0 . 1 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Tu e s d a y , O c t o b e r 2 5 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 14 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 2 2 0 0 1 0 0 0 0 0 0 0 5 6:00 AM 0 1 6 9 0 9 0 0 0 0 0 0 0 0 34 7:00 AM 0 6 6 3 1 0 4 8 0 0 0 1 0 0 0 0 14 6 8:00 AM 0 8 4 3 3 0 3 3 1 0 0 1 0 0 0 0 15 2 9:00 AM 0 4 9 2 7 0 2 1 3 0 0 2 0 0 0 0 10 2 10:00 AM 0 4 1 2 1 1 1 1 1 0 0 1 0 0 0 0 76 11:00 AM 0 4 9 1 7 1 1 5 2 0 1 0 0 0 0 0 85 12:00 PM 1 6 2 1 8 0 2 0 2 0 0 1 0 0 0 0 10 4 1:00 PM 0 3 3 2 0 0 2 2 1 0 0 1 0 0 0 0 77 2:00 PM 0 4 5 2 0 0 8 2 0 1 1 0 0 0 0 77 3:00 PM 0 5 1 2 3 0 1 7 1 0 0 1 0 0 0 0 93 4:00 PM 0 5 6 1 8 0 1 6 0 0 1 0 1 0 0 0 92 5:00 PM 0 8 1 1 6 0 1 9 0 0 0 0 0 0 0 0 11 6 6:00 PM 0 6 2 1 4 0 1 0 0 0 0 0 0 0 0 0 86 7:00 PM 0 3 8 8 0 1 1 0 0 0 0 0 0 0 0 57 8:00 PM 0 1 7 8 0 1 0 0 0 0 0 0 0 0 26 9:00 PM 0 1 6 3 0 2 0 0 0 0 0 0 0 0 21 10:00 PM 0 7 2 0 1 0 0 0 0 0 0 0 0 10 11:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 To t a l 1 7 8 5 2 9 1 2 2 6 4 1 4 0 3 9 1 0 0 0 1 , 3 7 0 Pe r c e n t 0. 1 % 5 7 . 3 % 2 1 . 2 % 0 . 1 % 1 9 . 3 % 1 . 0 % 0 . 0 % 0 . 2 % 0 . 7 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % Tu e s d a y , O c t o b e r 2 5 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 15 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 To t a l S t u d y A v e r a g e No r t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 5 2 0 1 0 0 0 0 0 0 0 0 8 6:00 AM 0 1 9 8 0 2 0 0 0 0 0 0 0 0 29 7:00 AM 0 4 3 1 8 0 1 2 0 0 0 0 0 0 0 0 73 8:00 AM 0 4 3 1 7 0 8 0 0 0 0 0 0 0 0 68 9:00 AM 0 4 0 1 6 0 9 1 0 0 0 0 0 0 0 66 10:00 AM 0 4 0 1 7 0 8 0 0 0 0 0 0 0 0 65 11:00 AM 0 5 2 2 0 0 1 1 1 0 0 0 0 0 0 0 84 12:00 PM 0 4 7 2 6 0 1 1 1 0 0 0 0 0 0 0 85 1:00 PM 0 4 6 2 1 0 1 0 1 0 0 0 0 0 0 0 78 2:00 PM 1 6 1 2 3 0 1 4 1 0 0 0 0 0 0 0 10 0 3:00 PM 1 7 3 3 5 0 1 7 2 0 0 0 0 0 0 0 12 8 4:00 PM 1 9 6 4 3 0 2 4 1 0 0 0 0 0 0 0 16 5 5: 0 0 P M 1 1 0 0 4 3 0 1 9 0 0 0 0 0 0 0 0 16 3 6:00 PM 0 8 3 3 7 0 1 7 0 0 0 0 0 0 0 0 13 7 7:00 PM 0 4 9 2 2 0 6 0 0 0 0 0 0 0 0 77 8:00 PM 0 1 8 3 0 1 0 0 0 0 0 0 0 0 22 9:00 PM 0 1 5 3 0 0 0 0 0 0 0 0 0 0 18 10:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 8 11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 To t a l 4 8 4 5 3 5 7 0 1 7 0 8 0 0 0 0 0 0 0 1 , 3 8 4 Pe r c e n t 0. 3 % 6 1 . 1 % 2 5 . 8 % 0 . 0 % 1 2 . 3 % 0 . 6 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % No t e : A v e r a g e o n l y c o n d s i d e r e d o n d a y s w i t h 2 4 - h o u r s o f d a t a . FH W A V e h i c l e C l a s s i f i c a t i o n 16 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 To t a l S t u d y A v e r a g e So u t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 2:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 6:00 AM 0 2 8 1 6 0 1 5 0 0 0 0 0 0 0 0 59 7:00 AM 0 5 3 2 2 0 2 7 0 0 0 0 0 0 0 0 10 2 8:00 AM 0 6 6 3 1 0 2 6 0 0 0 0 0 0 0 0 12 3 9:00 AM 0 4 1 1 9 0 1 7 1 0 0 0 0 0 0 0 78 10:00 AM 0 3 6 1 9 0 1 5 1 0 0 0 0 0 0 0 71 11:00 AM 0 4 2 1 6 0 1 3 1 0 0 0 0 0 0 0 72 12:00 PM 0 5 4 1 9 0 1 9 1 0 0 0 0 0 0 0 93 1:00 PM 1 4 1 2 3 0 1 7 1 0 0 0 0 0 0 0 83 2:00 PM 1 6 5 3 0 0 2 4 1 0 0 0 0 0 0 0 12 1 3:00 PM 0 7 0 2 9 0 1 9 1 0 0 0 0 0 0 0 11 9 4:00 PM 1 7 9 3 0 0 1 7 0 0 0 0 0 0 0 0 12 7 5:00 PM 0 7 4 2 0 0 1 4 0 0 0 0 0 0 0 0 10 8 6:00 PM 0 5 6 1 6 0 1 0 0 0 0 0 0 0 0 0 82 7:00 PM 0 3 7 1 1 0 6 0 0 0 0 0 0 0 0 54 8:00 PM 0 2 5 1 0 0 4 0 0 0 0 0 0 0 0 39 9:00 PM 0 2 3 6 0 3 0 0 0 0 0 0 0 0 32 10 : 0 0 P M 0 1 3 3 0 1 0 0 0 0 0 0 0 0 17 11:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 8 To t a l 3 8 2 0 3 2 7 0 2 4 8 7 0 0 0 0 0 0 0 1 , 4 0 5 Pe r c e n t 0. 2 % 5 8 . 4 % 2 3 . 3 % 0 . 0 % 1 7 . 7 % 0 . 5 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % No t e : A v e r a g e o n l y c o n d s i d e r e d o n d a y s w i t h 2 4 - h o u r s o f d a t a . FH W A V e h i c l e C l a s s i f i c a t i o n 17 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 3- D a y ( T u e s d a y - T h u r s d a y ) A v e r a g e No r t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 6 2 0 1 0 0 0 0 0 0 0 0 9 6:00 AM 0 1 7 7 0 2 1 0 0 0 0 0 0 0 25 7:00 AM 0 3 6 1 3 0 9 0 0 0 0 0 0 0 0 58 8:00 AM 0 2 8 1 0 0 6 0 0 0 0 1 0 0 0 44 9:00 AM 0 2 1 1 0 0 5 1 0 0 1 0 0 0 0 36 10:00 AM 0 1 5 6 0 7 0 0 1 1 1 0 0 0 29 11:00 AM 0 2 1 1 6 0 6 0 0 0 0 0 0 0 0 42 12:00 PM 1 3 3 1 8 0 1 0 2 0 1 0 0 0 0 0 63 1:00 PM 1 2 4 1 5 0 5 1 0 0 1 0 0 0 0 45 2:00 PM 1 6 7 2 6 0 1 7 1 0 1 0 0 0 0 0 11 1 3:00 PM 1 6 5 3 3 1 2 2 4 0 0 0 0 0 0 0 12 5 4:00 PM 0 8 7 3 6 0 2 8 2 0 0 0 1 0 0 0 15 2 5:00 PM 2 9 0 4 2 0 1 7 1 0 0 0 1 0 0 0 15 1 6:00 PM 1 7 4 2 8 0 1 3 0 0 0 1 0 0 0 0 11 6 7:00 PM 0 4 9 2 1 0 6 0 0 0 0 0 0 0 0 75 8:00 PM 0 1 7 5 0 2 0 0 0 0 0 0 0 0 23 9:00 PM 0 1 6 4 0 1 0 0 0 0 0 0 0 0 21 10:00 PM 1 7 2 0 0 0 0 0 0 0 0 0 0 10 11:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 2 To t a l 5 6 7 3 2 8 9 1 1 5 3 1 0 0 2 3 2 0 0 0 1 , 1 3 6 Pe r c e n t 0. 4 % 5 9 . 3 % 2 5 . 5 % 0 . 0 % 1 3 . 4 % 0 . 9 % 0 . 0 % 0 . 1 % 0 . 2 % 0 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % FH W A V e h i c l e C l a s s i f i c a t i o n 18 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 3- D a y ( T u e s d a y - T h u r s d a y ) A v e r a g e So u t h b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 1 1 8 0 8 0 0 0 0 0 0 0 0 27 7:00 AM 0 1 8 6 0 1 1 0 0 0 0 0 0 0 0 34 8:00 AM 0 3 8 2 1 1 2 0 1 0 0 0 0 0 0 0 80 9:00 AM 0 1 5 1 5 0 1 3 0 0 0 0 0 0 0 0 43 10:00 AM 0 1 8 1 4 1 1 2 1 0 0 0 0 0 0 0 44 11:00 AM 0 2 8 8 0 8 1 0 0 0 0 0 0 0 45 12:00 PM 1 4 4 1 2 0 1 4 2 0 1 0 0 0 0 0 73 1:00 PM 0 2 2 1 4 0 1 1 1 0 0 0 0 0 0 0 47 2:00 PM 0 5 5 2 1 1 2 2 1 0 1 0 0 0 0 0 10 0 3:00 PM 1 5 5 2 1 0 1 6 1 0 0 0 0 0 0 0 93 4:00 PM 2 8 4 3 2 0 1 6 0 0 0 0 0 0 0 0 13 2 5:00 PM 0 8 4 2 8 0 1 4 0 0 0 0 0 0 0 0 12 6 6:00 PM 0 7 3 2 0 0 1 4 0 0 0 0 0 0 0 0 10 6 7:00 PM 0 4 2 1 4 0 4 0 0 0 0 0 0 0 0 59 8:00 PM 0 3 1 1 2 0 5 0 0 0 0 0 0 0 0 47 9:00 PM 0 2 3 8 0 1 0 0 0 0 0 0 0 0 32 10 : 0 0 P M 0 1 6 5 0 1 0 0 0 0 0 0 0 0 21 11:00 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 6 To t a l 3 6 6 3 2 5 8 2 1 8 6 6 0 1 0 0 0 0 0 1 , 1 1 8 Pe r c e n t 0. 3 % 5 9 . 3 % 2 3 . 0 % 0 . 2 % 1 6 . 6 % 0 . 5 % 0 . 0 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % FH W A V e h i c l e C l a s s i f i c a t i o n 19 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : Sp r i n g V a l l e y R d N / O S H 8 2 Co u n t D i r e c t i o n : No r t h b o u n d / S o u t h b o u n d Da t e R a n g e : 10 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 01 To t a l 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + Vo l u m e No r t h b o u n d 33 0 3 9 3 8 1 1 7 4 3 9 1 , 5 2 3 3 , 0 7 3 2 , 6 4 8 1 , 2 1 7 2 9 2 5 1 2 6 0 0 0 0 0 9, 7 9 3 Pe r c e n t 3. 4 % 0 . 4 % 0 . 4 % 1 . 2 % 4 . 5 % 1 5 . 6 % 3 1 . 4 % 2 7 . 0 % 1 2 . 4 % 3 . 0 % 0 . 5 % 0 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % So u t h b o u n d 6 9 2 1 4 5 1 1 8 5 8 2 2 , 0 8 1 3 , 5 8 3 2 , 5 0 6 6 7 8 1 6 5 5 4 0 0 0 0 0 9, 8 4 8 Pe r c e n t 0. 1 % 0 . 1 % 0 . 2 % 0 . 5 % 1 . 2 % 5 . 9 % 2 1 . 1 % 3 6 . 4 % 2 5 . 4 % 6 . 9 % 1 . 7 % 0 . 5 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % To t a l 33 6 4 8 5 9 1 6 2 5 5 7 2 , 1 0 5 5 , 1 5 4 6 , 2 3 1 3 , 7 2 3 9 7 0 2 1 6 8 0 0 0 0 0 0 19 , 6 4 1 Pe r c e n t 1. 7 % 0 . 2 % 0 . 3 % 0 . 8 % 2 . 8 % 1 0 . 7 % 2 6 . 2 % 3 1 . 7 % 1 9 . 0 % 4 . 9 % 1 . 1 % 0 . 4 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % No r t h b o u n d No r t h b o u n d 5 0 t h P e r c e n t i l e ( M e d i a n ) 38 . 9 m p h M e a n ( A v e r a g e ) S p e e d 38 . 1 m p h 45 . 3 m p h 1 0 m p h P a c e 34 . 4 - 4 4 . 4 m p h 49 . 1 m p h P e r c e n t i n P a c e 58 . 8 % So u t h b o u n d So u t h b o u n d 5 0 t h P e r c e n t i l e ( M e d i a n ) 42 . 8 m p h M e a n ( A v e r a g e ) S p e e d 42 . 8 m p h 48 . 3 m p h 1 0 m p h P a c e 38 . 5 - 4 8 . 5 m p h 52 . 1 m p h P e r c e n t i n P a c e 65 . 1 % Ve h i c l e S p e e d R e p o r t S u m m a r y St u d y T o t a l Sp e e d R a n g e ( m p h ) To t a l S t u d y P e r c e n t i l e S p e e d S u m m a r y To t a l S t u d y S p e e d S t a t i s t i c s 8 5 t h P e r c e n t i l e 9 5 t h P e r c e n t i l e 8 5 t h P e r c e n t i l e 9 5 t h P e r c e n t i l e 1 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2: 0 0 P M 1 0 0 1 1 2 4 2 6 2 2 1 4 5 0 0 0 0 0 0 0 94 3: 0 0 P M 0 0 0 0 3 1 6 2 3 4 1 2 0 2 0 1 0 0 0 0 0 10 6 4: 0 0 P M 0 1 0 0 4 2 9 4 6 5 5 2 0 4 0 0 0 0 0 0 0 15 9 5:00 PM 0 0 0 0 2 1 5 4 0 5 0 2 0 1 0 0 0 0 0 0 0 0 13 7 6:00 PM 0 0 0 0 3 2 1 4 5 3 5 1 9 0 0 2 0 0 0 0 0 12 5 7:00 PM 0 0 0 0 2 1 8 1 7 1 8 8 2 0 1 0 0 0 0 0 66 8:00 PM 0 0 0 1 1 2 6 1 0 2 0 2 0 0 0 0 0 0 24 9:00 PM 0 0 0 0 3 2 5 2 4 1 0 0 0 0 0 0 0 17 10:00 PM 0 0 0 0 0 0 0 5 3 1 0 0 0 0 0 0 0 9 11:00 PM 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 To t a l 1 1 0 2 1 9 1 2 7 2 0 8 2 3 8 1 1 2 2 5 2 4 0 0 0 0 0 7 3 9 Pe r c e n t 0. 1 % 0 . 1 % 0 . 0 % 0 . 3 % 2 . 6 % 1 7 . 2 % 2 8 . 1 % 3 2 . 2 % 1 5 . 2 % 3 . 4 % 0 . 3 % 0 . 5 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 40 . 2 m p h M e a n ( A v e r a g e ) S p e e d 40 . 1 m p h 8 5 t h P e r c e n t i l e 46 . 0 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 49 . 5 m p h P e r c e n t i n P a c e 61 . 4 % We d n e s d a y , O c t o b e r 1 9 , 2 0 2 2 Sp e e d R a n g e ( m p h ) 34 . 4 - 4 4 . 4 Sp e e d S t a t i s t i c s Da i l y P e r c e n t i l e S p e e d S u m m a r y 2 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 5 9 5 3 2 8 8 4 1 0 0 0 0 0 10 8 3:00 PM 0 0 0 0 1 1 9 2 8 2 2 8 3 0 0 0 0 0 0 72 4:00 PM 1 0 0 0 0 3 2 9 3 8 3 9 2 0 1 0 0 0 0 0 0 13 1 5:00 PM 1 0 0 0 0 3 1 9 5 9 3 1 1 7 2 0 0 0 0 0 0 13 2 6:00 PM 0 0 0 0 0 7 1 7 3 8 3 7 7 2 3 0 0 0 0 0 11 1 7:00 PM 0 0 0 0 0 3 7 2 7 1 4 3 1 0 0 0 0 0 0 55 8:00 PM 0 0 0 0 1 0 1 0 1 5 1 5 6 3 0 0 0 0 0 0 50 9:00 PM 0 0 0 0 0 0 7 1 1 6 2 1 0 0 0 0 0 0 27 10:00 PM 0 0 0 0 0 1 2 5 5 1 0 0 0 0 0 0 0 14 11:00 PM 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 3 To t a l 2 0 0 0 2 2 3 1 0 9 2 7 4 1 9 9 7 2 1 7 5 0 0 0 0 0 7 0 3 Pe r c e n t 0 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 3 % 3 . 3 % 1 5 . 5 % 3 9 . 0 % 2 8 . 3 % 1 0 . 2 % 2 . 4 % 0 . 7 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 44 . 1 m p h M e a n ( A v e r a g e ) S p e e d 44 . 3 m p h 8 5 t h P e r c e n t i l e 49 . 5 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 53 . 5 m p h P e r c e n t i n P a c e 69 . 1 3 % 38 . 7 - 4 8 . 7 We d n e s d a y , O c t o b e r 1 9 , 2 0 2 2 Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 3 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 3 4:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 1 1 2 2 7 3 0 1 0 0 0 0 0 17 6:00 AM 0 0 0 0 1 4 1 4 1 6 1 2 2 0 1 0 0 0 0 0 50 7: 0 0 A M 0 0 0 1 2 1 6 4 2 3 6 1 1 7 0 0 0 0 0 0 0 11 5 8:00 AM 0 0 1 1 5 7 2 8 2 4 1 4 5 1 1 0 0 0 0 0 87 9:00 AM 0 0 0 0 2 1 0 1 8 2 3 1 0 7 1 1 0 0 0 0 0 72 10:00 AM 0 0 0 1 5 8 2 8 6 8 1 1 0 0 0 0 0 0 58 11:00 AM 0 0 1 0 1 8 3 1 2 4 8 2 0 0 0 0 0 0 0 0 84 12:00 PM 0 0 0 3 2 0 2 7 4 0 2 5 5 5 0 0 0 0 0 0 0 12 5 1:00 PM 0 0 0 2 4 9 1 9 2 7 2 1 4 4 0 0 0 0 0 0 90 2: 0 0 P M 0 0 0 5 8 2 2 3 6 3 4 1 6 4 2 0 0 0 0 0 0 12 7 3: 0 0 P M 0 2 7 1 3 3 2 0 4 4 3 7 1 5 2 0 0 0 0 0 0 0 14 3 4:00 PM 0 0 0 5 7 1 6 4 1 4 8 2 5 3 0 0 0 0 0 0 0 14 5 5:00 PM 0 0 0 5 5 2 0 7 1 4 3 1 7 2 2 0 0 0 0 0 0 16 5 6:00 PM 0 0 0 0 1 3 2 1 3 3 2 9 7 1 0 2 0 0 0 0 0 10 6 7:00 PM 0 0 0 0 5 2 3 2 8 1 6 1 1 1 0 0 0 0 0 0 0 84 8:00 PM 0 0 0 0 1 3 8 5 5 0 0 0 0 0 0 0 0 22 9:00 PM 0 0 0 0 1 5 8 6 4 0 0 0 0 0 0 0 0 24 10:00 PM 0 0 0 0 0 0 2 4 0 1 2 1 0 0 0 0 0 10 11:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 To t a l 0 2 9 3 6 1 0 1 2 4 3 4 9 0 3 9 1 1 9 1 4 9 1 3 7 0 0 0 0 0 1 , 5 3 2 Pe r c e n t 0. 0 % 0 . 1 % 0 . 6 % 2 . 3 % 6 . 6 % 1 5 . 9 % 3 2 . 0 % 2 5 . 5 % 1 2 . 5 % 3 . 2 % 0 . 8 % 0 . 5 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 38 . 8 m p h M e a n ( A v e r a g e ) S p e e d 38 . 8 m p h 8 5 t h P e r c e n t i l e 45 . 5 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 49 . 5 m p h P e r c e n t i n P a c e 57 . 8 % Th u r s d a y , O c t o b e r 2 0 , 2 0 2 2 Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 34 . 8 - 4 4 . 8 4 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 2 0 1 1 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 3 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 3 5:00 AM 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 3 6:00 AM 0 0 0 0 0 2 1 3 1 9 1 4 3 1 1 0 0 0 0 0 53 7:00 AM 0 0 0 0 0 2 1 2 2 9 2 1 3 1 0 0 0 0 0 0 68 8:00 AM 0 0 0 0 1 8 3 2 5 3 5 0 1 2 1 2 0 0 0 0 0 15 9 9:00 AM 0 0 0 0 0 5 1 5 3 1 2 0 1 1 3 0 0 0 0 0 0 85 10:00 AM 0 0 2 0 0 5 1 5 3 5 2 4 7 0 0 0 0 0 0 0 88 11:00 AM 0 0 1 2 2 1 0 2 5 1 5 2 7 4 1 2 0 0 0 0 0 89 12:00 PM 0 0 0 1 3 1 1 2 4 5 1 4 3 1 0 0 2 0 0 0 0 0 14 5 1:00 PM 0 0 0 0 2 8 1 9 2 7 2 8 8 2 0 0 0 0 0 0 94 2:00 PM 0 0 1 1 1 2 2 4 2 8 2 1 1 0 3 0 0 0 0 0 0 91 3:00 PM 0 0 0 2 0 3 1 1 4 0 4 4 7 6 1 0 0 0 0 0 11 4 4:00 PM 0 1 1 0 0 4 3 1 3 3 4 1 2 1 0 1 0 0 0 0 0 13 3 5:00 PM 0 0 0 0 0 8 2 0 3 7 3 5 1 5 3 1 0 0 0 0 0 11 9 6:00 PM 0 0 0 0 0 2 2 4 3 4 2 6 1 5 0 0 0 0 0 0 0 10 1 7:00 PM 0 0 0 0 0 6 1 1 2 1 2 1 4 0 0 0 0 0 0 0 63 8:00 PM 0 0 0 0 0 2 1 2 1 0 1 6 3 0 1 0 0 0 0 0 44 9:00 PM 0 0 0 0 0 3 6 9 1 1 6 1 0 0 0 0 0 0 36 10:00 PM 0 0 0 0 0 0 6 9 8 1 2 2 0 0 0 0 0 28 11:00 PM 0 0 0 0 1 0 3 0 3 2 0 0 0 0 0 0 0 9 To t a l 0 1 5 6 1 1 8 1 3 0 9 4 8 1 4 5 6 1 4 4 2 4 1 4 0 0 0 0 0 1 , 5 3 2 Pe r c e n t 0 . 0 % 0 . 1 % 0 . 3 % 0 . 4 % 0 . 7 % 5 . 3 % 2 0 . 2 % 3 1 . 4 % 2 9 . 8 % 9 . 4 % 1 . 6 % 0 . 9 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 43 . 8 m p h M e a n ( A v e r a g e ) S p e e d 43 . 6 m p h 8 5 t h P e r c e n t i l e 49 . 3 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 52 . 9 m p h P e r c e n t i n P a c e 62 . 1 4 % Th u r s d a y , O c t o b e r 2 0 , 2 0 2 2 Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 38 . 5 - 4 8 . 5 5 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 3:00 AM 0 0 0 0 1 0 2 0 1 3 0 0 0 0 0 0 0 7 4:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 0 0 0 1 0 1 5 6 1 0 1 0 0 0 0 0 15 6:00 AM 0 0 0 0 1 3 1 3 8 1 6 2 1 0 0 0 0 0 0 44 7:00 AM 0 1 0 0 2 9 4 4 4 0 1 4 1 1 0 0 0 0 0 0 11 2 8:00 AM 0 0 0 3 0 2 7 2 2 2 3 1 5 8 1 0 0 0 0 0 0 99 9:00 AM 0 0 0 0 0 6 2 6 2 1 9 1 0 0 0 0 0 0 0 63 10:00 AM 0 0 0 0 0 4 1 8 2 4 1 2 4 2 0 0 0 0 0 0 64 11:00 AM 0 1 0 1 2 1 2 1 9 3 0 1 4 0 0 0 0 0 0 0 0 79 12:00 PM 0 0 0 1 1 1 1 2 7 3 2 2 0 4 2 0 0 0 0 0 0 98 1:00 PM 0 0 0 1 5 9 3 6 3 4 7 5 0 1 0 0 0 0 0 98 2:00 PM 0 0 0 2 1 7 3 2 3 4 1 4 3 1 0 0 0 0 0 0 94 3:00 PM 0 0 1 0 3 2 2 5 6 6 8 2 4 9 0 0 0 0 0 0 0 18 3 4:00 PM 0 0 0 7 1 7 6 0 1 1 3 5 3 1 8 4 0 0 0 0 0 0 0 27 2 5:00 PM 1 9 0 9 3 4 1 3 2 1 2 8 2 4 4 0 0 0 0 0 0 0 0 29 6 6:00 PM 1 2 2 9 1 4 1 4 4 4 5 8 1 7 4 2 1 0 0 0 0 0 0 27 6 7:00 PM 0 0 0 0 3 1 8 2 1 1 7 4 3 0 0 0 0 0 0 0 66 8:00 PM 0 0 0 0 0 7 1 0 6 0 2 0 0 0 0 0 0 0 25 9:00 PM 0 0 0 0 5 2 9 5 5 2 0 0 0 0 0 0 0 28 10:00 PM 0 0 0 0 1 0 1 3 1 2 1 0 0 0 0 0 0 9 11:00 PM 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 4 To t a l 3 1 2 2 0 5 2 3 7 0 2 6 2 5 3 7 4 4 8 1 8 9 5 7 1 1 2 0 0 0 0 0 1 , 9 3 6 Pe r c e n t 1 6 . 1 % 1 . 0 % 0 . 3 % 1 . 2 % 3 . 6 % 1 3 . 5 % 2 7 . 7 % 2 3 . 1 % 9 . 8 % 2 . 9 % 0 . 6 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 37 . 7 m p h M e a n ( A v e r a g e ) S p e e d 33 . 7 m p h 8 5 t h P e r c e n t i l e 44 . 5 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 49 . 0 m p h P e r c e n t i n P a c e 52 . 6 % Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 34 . 3 - 4 4 . 3 Fr i d a y , O c t o b e r 2 1 , 2 0 2 2 Sp e e d R a n g e ( m p h ) 6 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 3 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 3 5:00 AM 0 0 0 0 0 1 1 1 0 2 1 0 0 0 0 0 0 6 6:00 AM 0 0 0 0 1 3 9 1 7 2 1 6 0 0 0 0 0 0 0 57 7: 0 0 A M 0 0 0 1 0 1 0 2 0 4 0 2 4 8 2 0 0 0 0 0 0 10 5 8:00 AM 0 0 0 0 0 8 3 7 4 2 3 6 5 1 1 0 0 0 0 0 13 0 9:00 AM 0 0 0 1 0 1 1 1 2 3 5 1 5 3 3 0 0 0 0 0 0 80 10:00 AM 0 0 0 0 2 7 1 1 1 7 1 6 6 2 0 0 0 0 0 0 61 11:00 AM 0 0 0 0 3 3 1 1 2 9 1 6 2 1 1 0 0 0 0 0 66 12:00 PM 0 0 0 0 0 8 3 0 4 2 2 4 6 2 0 0 0 0 0 0 11 2 1: 0 0 P M 0 0 0 0 1 1 2 4 5 7 0 3 6 1 0 1 1 0 0 0 0 0 17 6 2: 0 0 P M 2 1 0 4 0 1 9 9 6 1 1 3 7 5 1 0 0 0 0 0 0 0 0 32 0 3: 0 0 P M 0 0 0 0 1 1 4 9 0 1 5 1 4 9 9 3 1 0 0 0 0 0 31 8 4:00 PM 0 0 1 0 1 8 7 2 1 2 2 4 3 1 1 1 0 0 0 0 0 0 25 9 5: 0 0 P M 0 1 1 5 1 2 2 6 2 2 3 6 1 1 2 0 0 0 0 0 0 0 11 6 6:00 PM 0 0 0 4 5 2 2 2 5 2 5 9 2 0 0 0 0 0 0 0 92 7:00 PM 0 0 0 0 1 8 2 0 1 6 1 4 2 1 0 0 0 0 0 0 62 8:00 PM 0 0 0 0 0 9 1 5 2 2 1 6 1 0 0 0 0 0 0 0 63 9:00 PM 0 0 0 0 2 8 1 0 1 7 9 3 0 0 0 0 0 0 0 49 10:00 PM 0 0 0 0 0 1 1 5 2 4 0 0 0 0 0 0 0 13 11:00 PM 0 0 0 0 0 1 5 4 1 0 1 0 0 0 0 0 0 12 To t a l 2 2 2 1 5 2 9 1 8 1 5 3 3 8 0 8 4 1 8 9 2 2 0 4 0 0 0 0 0 2 , 1 0 6 Pe r c e n t 0. 1 % 0 . 1 % 0 . 1 % 0 . 7 % 1 . 4 % 8 . 6 % 2 5 . 3 % 3 8 . 4 % 1 9 . 8 % 4 . 4 % 0 . 9 % 0 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 41 . 7 m p h M e a n ( A v e r a g e ) S p e e d 41 . 6 m p h 8 5 t h P e r c e n t i l e 47 . 0 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 50 . 2 m p h P e r c e n t i n P a c e 68 . 0 9 % Sp e e d R a n g e ( m p h ) Fr i d a y , O c t o b e r 2 1 , 2 0 2 2 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 37 . 1 - 4 7 . 1 7 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 1 0 1 0 0 2 0 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 3 3:00 AM 0 0 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 3 4:00 AM 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 3 5:00 AM 0 0 0 0 0 0 1 2 0 1 0 0 0 0 0 0 0 4 6:00 AM 0 0 0 0 3 1 1 0 1 3 0 0 0 0 0 0 0 0 18 7:00 AM 0 0 0 1 3 7 1 8 1 9 6 1 1 0 0 0 0 0 0 56 8:00 AM 0 0 0 0 1 1 2 1 8 1 2 9 4 1 0 0 0 0 0 0 57 9:00 AM 0 0 0 0 3 2 6 5 3 3 8 1 2 2 0 0 0 0 0 0 0 13 4 10:00 AM 0 0 0 0 3 1 6 6 0 5 1 1 6 1 0 0 0 0 0 0 0 14 7 11:00 AM 0 0 1 1 6 2 5 6 5 5 3 1 7 4 0 0 0 0 0 0 0 17 2 12:00 PM 0 0 0 1 7 3 0 5 7 5 3 1 3 1 1 1 0 0 0 0 0 16 4 1: 0 0 P M 0 0 0 3 2 2 8 5 4 4 5 1 7 4 0 0 0 0 0 0 0 15 3 2: 0 0 P M 0 0 0 0 3 2 3 5 5 5 3 1 1 5 0 0 0 0 0 0 0 15 0 3: 0 0 P M 0 0 0 0 2 1 6 4 5 8 7 3 9 6 0 0 0 0 0 0 0 19 5 4: 0 0 P M 0 0 0 0 1 1 3 7 1 1 2 1 0 8 2 8 4 0 0 0 0 0 0 0 30 0 5:00 PM 1 7 1 1 1 4 2 6 3 5 3 8 8 0 4 9 2 0 3 0 0 0 0 0 0 0 29 3 6:00 PM 0 0 0 0 1 5 6 7 1 1 4 5 1 1 0 0 0 0 0 0 0 0 0 25 7 7:00 PM 0 0 0 0 3 1 8 4 8 0 2 5 3 0 0 0 0 0 0 0 0 22 3 8:00 PM 0 0 0 0 2 3 4 3 3 0 0 1 0 0 0 0 0 16 9:00 PM 0 0 0 0 0 4 3 5 1 0 0 0 0 0 0 0 0 13 10:00 PM 0 0 0 0 0 1 8 3 1 0 0 0 0 0 0 0 0 13 11:00 PM 0 0 0 0 0 1 2 2 1 1 0 0 0 0 0 0 0 7 To t a l 17 1 1 1 5 3 3 1 2 9 4 2 1 8 3 9 6 6 4 2 1 4 3 8 3 2 0 0 0 0 0 2 , 3 8 6 Pe r c e n t 0. 7 % 0 . 5 % 0 . 6 % 1 . 4 % 5 . 4 % 1 7 . 6 % 3 5 . 2 % 2 7 . 8 % 9 . 0 % 1 . 6 % 0 . 1 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 38 . 4 m p h M e a n ( A v e r a g e ) S p e e d 37 . 9 m p h 8 5 t h P e r c e n t i l e 44 . 1 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 47 . 2 m p h P e r c e n t i n P a c e 63 . 7 % Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 34 . 7 - 4 4 . 7 Sa t u r d a y , O c t o b e r 2 2 , 2 0 2 2 Sp e e d R a n g e ( m p h ) 8 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 1 5 0 0 0 0 0 0 0 0 6 2:00 AM 0 0 0 0 1 0 1 0 1 1 0 0 0 0 0 0 0 4 3:00 AM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 0 0 0 0 0 2 1 0 7 2 0 0 0 0 0 0 0 21 6:00 AM 0 0 0 0 0 2 5 1 1 1 0 5 9 1 1 3 1 0 0 0 0 0 23 7 7: 0 0 A M 0 0 0 0 2 1 3 6 8 1 0 7 9 9 1 0 2 0 0 0 0 0 0 30 1 8: 0 0 A M 0 0 0 3 2 2 2 7 4 8 7 4 8 9 2 0 0 0 0 0 0 24 7 9: 0 0 A M 0 0 1 1 4 1 6 4 9 8 3 4 1 2 2 0 0 0 0 0 0 19 9 10:00 AM 0 1 1 2 2 1 1 4 3 7 5 4 1 5 3 0 0 0 0 0 0 18 4 11:00 AM 0 0 0 0 5 6 3 1 6 2 4 2 5 0 1 0 0 0 0 0 15 2 12:00 PM 0 0 0 0 0 7 3 1 5 7 3 3 1 0 1 0 0 0 0 0 0 13 9 1:00 PM 1 2 0 0 1 4 2 3 4 7 3 7 7 2 0 0 0 0 0 0 12 4 2:00 PM 0 2 0 1 0 6 3 3 4 5 4 6 6 1 3 0 0 0 0 0 14 3 3:00 PM 1 0 0 0 1 1 1 9 3 5 3 0 8 1 0 0 0 0 0 0 96 4:00 PM 0 1 1 1 0 6 1 4 4 7 2 3 9 2 0 0 0 0 0 0 10 4 5:00 PM 0 0 0 0 2 0 1 0 4 2 2 3 6 5 0 0 0 0 0 0 88 6:00 PM 0 0 0 0 1 4 1 0 2 1 1 3 6 0 0 0 0 0 0 0 55 7:00 PM 0 0 0 0 1 4 9 1 2 1 6 6 2 0 0 0 0 0 0 50 8:00 PM 0 0 0 0 2 5 6 1 3 9 2 0 1 0 0 0 0 0 38 9:00 PM 0 0 0 0 0 4 7 1 0 1 6 3 0 1 0 0 0 0 0 41 10:00 PM 0 0 0 0 0 1 3 7 5 2 2 2 0 0 0 0 0 22 11:00 PM 0 0 0 0 0 2 2 7 4 2 1 0 0 0 0 0 0 18 To t a l 2 6 3 8 2 5 1 1 5 4 8 8 8 8 0 5 9 8 1 1 2 2 9 9 0 0 0 0 0 2 , 2 7 5 Pe r c e n t 0. 1 % 0 . 3 % 0 . 1 % 0 . 4 % 1 . 1 % 5 . 1 % 2 1 . 5 % 3 8 . 7 % 2 6 . 3 % 4 . 9 % 1 . 3 % 0 . 4 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 42 . 8 m p h M e a n ( A v e r a g e ) S p e e d 42 . 6 m p h 8 5 t h P e r c e n t i l e 48 . 0 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 51 . 1 m p h P e r c e n t i n P a c e 68 . 7 5 % 38 . 7 - 4 8 . 7 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s Sa t u r d a y , O c t o b e r 2 2 , 2 0 2 2 Sp e e d R a n g e ( m p h ) 9 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 1 0 0 2 1 0 0 0 0 0 0 0 4 3:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 0 0 0 0 1 2 2 1 0 0 0 0 0 0 0 0 6 7:00 AM 0 0 0 0 0 3 2 4 2 1 0 1 0 0 0 0 0 13 8:00 AM 0 0 0 0 4 7 1 0 1 7 4 1 0 0 0 0 0 0 0 43 9:00 AM 0 0 0 0 2 5 1 6 1 1 6 1 0 0 0 0 0 0 0 41 10:00 AM 0 0 0 0 0 7 1 6 1 4 6 5 1 0 0 0 0 0 0 49 11:00 AM 0 1 0 0 1 8 1 6 1 3 8 2 0 0 0 0 0 0 0 49 12:00 PM 0 0 0 0 0 7 1 4 1 0 5 1 0 0 0 0 0 0 0 37 1:00 PM 0 0 0 1 2 3 1 7 1 5 1 1 0 0 0 0 0 0 0 0 49 2:00 PM 0 0 0 0 2 6 8 9 7 4 0 0 0 0 0 0 0 36 3:00 PM 0 1 0 0 3 1 4 9 1 1 9 0 0 0 0 0 0 0 0 47 4:00 PM 0 0 0 0 0 6 1 4 9 6 1 0 0 0 0 0 0 0 36 5:00 PM 0 1 0 0 0 1 9 1 4 6 1 0 0 0 0 0 0 0 32 6:00 PM 0 0 0 2 1 5 1 3 1 0 4 1 0 0 0 0 0 0 0 36 7:00 PM 0 0 0 0 2 3 5 4 2 2 0 0 0 0 0 0 0 18 8:00 PM 0 0 0 0 0 6 9 7 1 0 0 0 0 0 0 0 0 23 9:00 PM 0 0 0 0 2 1 4 5 2 0 0 0 0 0 0 0 0 14 10:00 PM 0 0 0 0 0 1 1 3 2 0 0 0 0 0 0 0 0 7 11:00 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 To t a l 0 3 0 3 1 9 8 8 1 6 7 1 6 2 8 4 2 1 1 1 0 0 0 0 0 5 4 9 Pe r c e n t 0 . 0 % 0 . 5 % 0 . 0 % 0 . 5 % 3 . 5 % 1 6 . 0 % 3 0 . 4 % 2 9 . 5 % 1 5 . 3 % 3 . 8 % 0 . 2 % 0 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 8 m p h M e a n ( A v e r a g e ) S p e e d 39 . 8 m p h 8 5 t h P e r c e n t i l e 46 . 0 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 49 . 5 m p h P e r c e n t i n P a c e 59 . 9 % Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 34 . 2 - 4 4 . 2 Su n d a y , O c t o b e r 2 3 , 2 0 2 2 10 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 1 0 0 3 1 0 0 0 0 0 0 0 5 1:00 AM 0 0 0 0 0 0 1 4 1 0 0 1 0 0 0 0 0 7 2:00 AM 0 0 0 0 0 0 3 3 1 1 0 0 0 0 0 0 0 8 3:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 2 3 2 1 0 0 0 0 0 0 0 8 8:00 AM 0 0 0 0 0 0 5 4 7 0 2 1 0 0 0 0 0 19 9:00 AM 0 0 0 0 0 4 2 7 5 2 0 0 0 0 0 0 0 20 10:00 AM 0 0 0 0 1 1 4 1 2 5 2 2 0 0 0 0 0 0 27 11:00 AM 0 0 1 1 0 0 9 1 0 1 0 4 2 0 0 0 0 0 0 37 12:00 PM 0 0 0 0 0 0 8 1 9 1 3 1 0 0 0 0 0 0 0 41 1:00 PM 0 0 0 0 0 2 6 1 5 1 4 3 2 1 0 0 0 0 0 43 2:00 PM 0 0 1 0 3 3 6 2 3 6 5 1 0 0 0 0 0 0 48 3:00 PM 0 0 0 0 1 4 6 1 3 1 3 3 2 0 0 0 0 0 0 42 4:00 PM 0 0 1 1 1 3 1 4 1 7 1 5 3 1 1 0 0 0 0 0 57 5:00 PM 0 0 0 0 0 4 9 2 0 1 6 2 0 0 0 0 0 0 0 51 6:00 PM 0 0 0 0 0 4 1 2 2 1 8 5 2 0 0 0 0 0 0 52 7:00 PM 0 0 0 0 0 5 4 9 1 6 6 0 0 0 0 0 0 0 40 8:00 PM 0 0 0 0 0 1 7 1 0 5 2 1 0 0 0 0 0 0 26 9:00 PM 0 0 0 0 0 1 5 6 8 5 0 0 0 0 0 0 0 25 10:00 PM 0 0 0 0 0 0 3 3 3 3 0 0 0 0 0 0 0 12 11:00 PM 0 0 0 0 0 0 0 3 2 0 0 1 0 0 0 0 0 6 To t a l 0 0 3 2 6 3 3 1 0 6 2 0 2 1 5 5 4 9 1 5 5 0 0 0 0 0 5 7 6 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 5 % 0 . 3 % 1 . 0 % 5 . 7 % 1 8 . 4 % 3 5 . 1 % 2 6 . 9 % 8 . 5 % 2 . 6 % 0 . 9 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 43 . 4 m p h M e a n ( A v e r a g e ) S p e e d 43 . 4 m p h 8 5 t h P e r c e n t i l e 49 . 3 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 53 . 7 m p h P e r c e n t i n P a c e 64 . 5 8 % Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 37 . 9 - 4 7 . 9 Su n d a y , O c t o b e r 2 3 , 2 0 2 2 11 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 4 0 2 1 0 0 0 0 0 0 0 7 4:00 AM 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 4 5:00 AM 0 0 0 0 0 0 1 5 5 0 1 0 0 0 0 0 0 12 6:00 AM 0 0 1 0 2 3 9 1 2 1 0 3 1 0 0 0 0 0 0 41 7: 0 0 A M 0 1 0 1 3 1 6 2 6 2 9 1 9 4 1 0 0 0 0 0 0 10 0 8:00 AM 0 0 0 0 2 3 2 7 2 4 2 7 8 2 3 0 0 0 0 0 96 9:00 AM 0 0 0 0 2 6 2 5 2 2 1 2 3 0 0 0 0 0 0 0 70 10:00 AM 0 0 0 1 5 1 2 2 1 1 6 1 2 3 0 0 0 0 0 0 0 70 11:00 AM 0 0 1 1 3 1 1 3 9 3 0 1 0 5 0 1 0 0 0 0 0 10 1 12:00 PM 0 0 0 1 5 1 5 3 4 1 7 1 0 2 0 0 0 0 0 0 0 84 1: 0 0 P M 0 0 1 1 2 1 2 2 7 1 7 1 3 2 0 0 0 0 0 0 0 75 2: 0 0 P M 0 0 0 1 5 1 3 2 2 3 1 1 2 1 0 0 0 0 0 0 0 85 3: 0 0 P M 0 0 0 3 6 1 3 3 1 4 2 2 3 6 0 0 0 0 0 0 0 12 4 4:00 PM 0 0 0 0 8 9 3 8 3 5 2 3 6 0 0 0 0 0 0 0 11 9 5:00 PM 0 0 1 1 2 1 5 3 1 3 3 2 3 5 1 0 0 0 0 0 0 11 2 6:00 PM 0 0 0 0 5 1 1 2 5 2 5 9 3 1 0 0 0 0 0 0 79 7:00 PM 0 0 0 0 1 5 1 4 1 2 2 1 0 1 0 0 0 0 0 36 8:00 PM 0 0 0 0 1 3 1 0 1 0 2 2 0 0 0 0 0 0 0 28 9:00 PM 0 0 0 0 1 4 5 4 2 0 0 0 0 0 0 0 0 16 10:00 PM 0 0 0 0 0 2 2 2 0 2 1 0 0 0 0 0 0 9 11:00 PM 0 0 0 0 0 1 1 1 0 0 1 0 0 0 0 0 0 4 To t a l 0 1 4 1 0 5 3 1 5 5 3 9 2 3 7 1 2 1 6 5 7 9 6 0 0 0 0 0 1 , 2 7 4 Pe r c e n t 0. 0 % 0 . 1 % 0 . 3 % 0 . 8 % 4 . 2 % 1 2 . 2 % 3 0 . 8 % 2 9 . 1 % 1 7 . 0 % 4 . 5 % 0 . 7 % 0 . 5 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 40 . 3 m p h M e a n ( A v e r a g e ) S p e e d 40 . 4 m p h 8 5 t h P e r c e n t i l e 46 . 8 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 50 . 3 m p h P e r c e n t i n P a c e 60 . 4 % Sp e e d S t a t i s t i c s 35 . 9 - 4 5 . 9 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d R a n g e ( m p h ) Mo n d a y , O c t o b e r 2 4 , 2 0 2 2 12 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 3 1:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 AM 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 4:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 1 0 4 3 1 0 0 0 0 0 0 0 9 6:00 AM 0 0 0 0 0 1 1 0 6 1 1 4 2 1 0 0 0 0 0 35 7:00 AM 0 0 0 0 3 4 2 1 3 5 2 2 5 2 0 0 0 0 0 0 92 8:00 AM 0 0 0 1 5 3 3 3 4 5 4 7 1 8 1 2 0 0 0 0 0 15 5 9:00 AM 0 0 0 0 0 5 1 3 2 7 1 3 8 1 0 0 0 0 0 0 67 10:00 AM 0 0 0 0 0 2 1 4 2 4 1 4 5 4 0 0 0 0 0 0 63 11:00 AM 0 0 0 0 2 4 1 6 3 0 1 8 5 1 0 0 0 0 0 0 76 12:00 PM 0 0 0 0 3 1 1 2 4 4 2 2 0 1 2 0 2 0 0 0 0 0 11 4 1:00 PM 0 0 0 0 2 5 1 6 2 0 1 3 6 1 0 0 0 0 0 0 63 2:00 PM 0 0 0 2 1 1 1 2 2 1 1 9 4 2 0 0 0 0 0 0 62 3:00 PM 0 0 0 0 5 5 1 8 2 8 2 8 1 0 1 2 0 0 0 0 0 97 4:00 PM 0 0 0 0 0 3 9 4 6 3 7 1 0 4 1 0 0 0 0 0 11 0 5:00 PM 0 0 1 0 1 2 1 7 5 2 4 7 1 1 1 0 0 0 0 0 0 13 2 6:00 PM 0 0 0 0 0 8 1 7 2 5 2 1 8 1 0 0 0 0 0 0 80 7:00 PM 0 0 0 0 1 1 9 1 7 1 8 6 1 1 0 0 0 0 0 54 8:00 PM 0 0 0 0 0 0 3 1 0 1 0 2 1 0 0 0 0 0 0 26 9:00 PM 0 0 0 0 0 0 3 7 7 3 1 0 0 0 0 0 0 21 10:00 PM 0 0 0 0 0 2 2 6 2 0 0 0 0 0 0 0 0 12 11:00 PM 0 0 0 0 0 0 2 3 2 2 0 0 0 0 0 0 0 9 To t a l 0 0 3 3 2 3 6 0 2 3 9 4 4 9 3 5 6 1 2 0 2 4 9 0 0 0 0 0 1 , 2 8 6 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 2 % 0 . 2 % 1 . 8 % 4 . 7 % 1 8 . 6 % 3 4 . 9 % 2 7 . 7 % 9 . 3 % 1 . 9 % 0 . 7 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 43 . 6 m p h M e a n ( A v e r a g e ) S p e e d 43 . 6 m p h 8 5 t h P e r c e n t i l e 49 . 2 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 53 . 0 m p h P e r c e n t i n P a c e 64 . 6 2 % Sp e e d R a n g e ( m p h ) Mo n d a y , O c t o b e r 2 4 , 2 0 2 2 38 . 1 - 4 8 . 1 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 13 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 1 1 0 1 2 0 0 0 0 0 0 0 5 4:00 AM 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 5:00 AM 0 0 0 0 0 2 0 2 4 3 0 0 0 0 0 0 0 11 6:00 AM 0 0 0 0 3 9 1 3 1 4 1 2 1 1 0 0 0 0 0 0 53 7: 0 0 A M 0 0 0 0 1 2 7 3 0 2 6 2 0 6 1 1 0 0 0 0 0 11 2 8:00 AM 0 0 0 0 7 1 0 2 5 3 3 1 5 6 1 0 0 0 0 0 0 97 9:00 AM 0 0 1 2 6 1 3 2 0 2 6 1 2 1 1 0 0 0 0 0 0 82 10:00 AM 0 0 1 0 5 7 2 8 2 5 1 3 3 1 0 0 0 0 0 0 83 11:00 AM 0 0 3 4 7 2 7 3 6 1 9 1 0 1 1 0 0 0 0 0 0 10 8 12:00 PM 0 0 0 0 2 2 6 3 5 2 4 1 0 2 0 0 0 0 0 0 0 99 1:00 PM 0 0 0 0 2 5 2 2 3 2 2 3 2 0 1 0 0 0 0 0 87 2: 0 0 P M 0 0 0 0 3 1 8 3 8 3 0 1 7 3 2 0 0 0 0 0 0 11 1 3:00 PM 0 0 0 0 2 1 2 4 6 2 7 1 4 2 0 0 0 0 0 0 0 10 3 4:00 PM 0 1 0 1 2 1 8 4 0 4 4 2 4 1 1 0 0 0 0 0 0 13 2 5:00 PM 0 0 0 3 2 1 9 4 3 2 5 1 7 4 2 1 0 0 0 0 0 11 6 6:00 PM 0 0 0 0 4 1 9 3 2 1 6 8 5 1 1 0 0 0 0 0 86 7:00 PM 0 0 0 0 0 7 1 5 1 6 4 2 0 0 0 0 0 0 0 44 8:00 PM 0 0 0 0 1 3 6 2 5 0 0 0 0 0 0 0 0 17 9:00 PM 0 0 0 0 1 2 6 5 2 0 0 0 0 0 0 0 0 16 10:00 PM 0 0 0 0 0 1 2 1 0 1 0 0 0 0 0 0 0 5 11:00 PM 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 4 To t a l 0 1 5 1 0 4 8 2 2 7 4 4 0 3 7 4 2 1 1 4 5 1 2 4 0 0 0 0 0 1 , 3 7 7 Pe r c e n t 0. 0 % 0 . 1 % 0 . 4 % 0 . 7 % 3 . 5 % 1 6 . 5 % 3 2 . 0 % 2 7 . 2 % 1 5 . 3 % 3 . 3 % 0 . 9 % 0 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 6 m p h M e a n ( A v e r a g e ) S p e e d 39 . 8 m p h 8 5 t h P e r c e n t i l e 46 . 1 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 49 . 7 m p h P e r c e n t i n P a c e 60 . 1 % Sp e e d R a n g e ( m p h ) Tu e s d a y , O c t o b e r 2 5 , 2 0 2 2 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 34 . 0 - 4 4 . 0 14 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 1 0 0 1 1 1 1 0 0 0 0 0 0 0 5 6:00 AM 0 0 0 0 0 1 6 1 4 1 0 2 1 0 0 0 0 0 0 34 7: 0 0 A M 0 0 0 1 1 1 2 3 2 5 7 3 5 6 2 0 0 0 0 0 0 14 6 8:00 AM 0 0 0 0 1 1 2 2 8 5 4 3 9 1 2 3 3 0 0 0 0 0 15 2 9:00 AM 0 0 5 2 4 1 0 3 0 3 4 1 3 3 1 0 0 0 0 0 0 10 2 10:00 AM 0 0 0 1 1 4 1 6 2 6 1 7 7 3 1 0 0 0 0 0 76 11:00 AM 0 0 0 2 3 6 1 5 2 9 2 2 5 3 0 0 0 0 0 0 85 12:00 PM 0 0 0 1 2 9 2 5 3 3 2 1 9 3 1 0 0 0 0 0 10 4 1:00 PM 0 0 0 2 0 1 1 0 3 6 2 0 3 4 1 0 0 0 0 0 77 2:00 PM 0 0 0 1 4 3 2 0 2 1 2 1 3 4 0 0 0 0 0 0 77 3:00 PM 0 0 0 0 0 5 1 7 3 6 2 6 5 3 1 0 0 0 0 0 93 4:00 PM 0 0 0 0 4 6 1 3 3 6 2 0 1 1 2 0 0 0 0 0 0 92 5:00 PM 0 0 0 0 1 4 3 0 4 4 3 1 6 0 0 0 0 0 0 0 11 6 6:00 PM 0 0 0 0 1 8 2 3 2 1 1 9 8 5 1 0 0 0 0 0 86 7:00 PM 0 0 0 0 0 4 1 1 2 7 1 0 4 1 0 0 0 0 0 0 57 8:00 PM 0 0 0 0 0 3 1 1 6 6 0 0 0 0 0 0 0 0 26 9:00 PM 0 0 0 0 0 0 4 5 1 1 1 0 0 0 0 0 0 0 21 10:00 PM 0 0 0 0 0 0 4 3 1 2 0 0 0 0 0 0 0 10 11:00 PM 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 4 To t a l 0 0 5 1 1 2 2 8 9 2 9 7 4 8 9 3 2 4 8 9 3 6 8 0 0 0 0 0 1 , 3 7 0 Pe r c e n t 0. 0 % 0 . 0 % 0 . 4 % 0 . 8 % 1 . 6 % 6 . 5 % 2 1 . 7 % 3 5 . 7 % 2 3 . 6 % 6 . 5 % 2 . 6 % 0 . 6 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 42 . 7 m p h M e a n ( A v e r a g e ) S p e e d 42 . 6 m p h 8 5 t h P e r c e n t i l e 48 . 4 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 52 . 7 m p h P e r c e n t i n P a c e 61 . 3 9 % Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 38 . 3 - 4 8 . 3 Sp e e d R a n g e ( m p h ) Tu e s d a y , O c t o b e r 2 5 , 2 0 2 2 15 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 No r t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 3 4:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 1 1 2 3 1 0 0 0 0 0 0 0 8 6:00 AM 0 0 0 0 1 3 9 8 8 1 0 0 0 0 0 0 0 30 7: 0 0 A M 0 0 0 0 2 1 1 2 3 2 2 1 0 3 1 0 0 0 0 0 0 72 8:00 AM 0 0 0 1 3 9 1 9 1 9 1 2 5 1 1 0 0 0 0 0 70 9:00 AM 0 0 0 0 2 9 2 3 2 0 9 2 0 0 0 0 0 0 0 65 10:00 AM 0 0 0 0 3 8 2 4 1 9 1 0 2 1 0 0 0 0 0 0 67 11:00 AM 0 0 1 1 5 1 6 2 8 2 2 9 2 0 0 0 0 0 0 0 84 12:00 PM 0 0 0 1 5 1 7 3 0 2 3 9 2 0 0 0 0 0 0 0 87 1:00 PM 0 0 0 1 2 9 2 5 2 4 1 3 2 1 0 0 0 0 0 0 77 2: 0 0 P M 0 0 0 1 3 1 6 3 1 3 0 1 3 4 1 0 0 0 0 0 0 99 3:00 PM 0 0 1 2 3 1 6 3 6 4 5 2 1 4 0 0 0 0 0 0 0 12 8 4:00 PM 0 0 0 2 7 2 5 5 8 5 0 2 1 3 0 0 0 0 0 0 0 16 6 5:00 PM 3 0 3 3 6 8 1 8 4 3 3 4 1 5 4 1 0 0 0 0 0 0 16 5 6:00 PM 1 7 1 0 1 8 2 7 4 6 2 6 9 2 0 1 0 0 0 0 0 13 8 7:00 PM 0 0 0 0 6 2 3 2 6 1 5 5 2 0 0 0 0 0 0 0 77 8:00 PM 0 0 0 0 1 4 8 6 3 1 0 0 0 0 0 0 0 23 9:00 PM 0 0 0 0 2 3 6 5 3 0 0 0 0 0 0 0 0 19 10:00 PM 0 0 0 0 0 1 2 3 1 1 1 0 0 0 0 0 0 9 11:00 PM 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 To t a l 47 4 5 1 6 6 1 2 1 6 4 4 0 3 7 5 1 7 7 4 2 7 2 0 0 0 0 0 1 , 3 9 2 Pe r c e n t 3. 4 % 0 . 3 % 0 . 4 % 1 . 1 % 4 . 4 % 1 5 . 5 % 3 1 . 6 % 2 6 . 9 % 1 2 . 7 % 3 . 0 % 0 . 5 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % No t e : A v e r a g e o n l y c o n d s i d e r e d o n d a y s w i t h 2 4 - h o u r s o f d a t a . 5 0 t h P e r c e n t i l e ( M e d i a n ) 38 . 9 m p h M e a n ( A v e r a g e ) S p e e d 38 . 1 m p h 8 5 t h P e r c e n t i l e 45 . 3 m p h 1 0 m p h P a c e 34 . 4 - 4 4 . 4 m p h 9 5 t h P e r c e n t i l e 49 . 1 m p h P e r c e n t i n P a c e 58 . 8 % To t a l S t u d y P e r c e n t i l e S p e e d S u m m a r y To t a l S t u d y S p e e d S t a t i s t i c s Sp e e d R a n g e ( m p h ) To t a l S t u d y A v e r a g e 16 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : S p r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 So u t h b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 1:00 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 1 2 2 1 0 0 0 0 0 0 0 6 6:00 AM 0 0 0 0 0 1 1 3 2 4 1 6 4 1 0 0 0 0 0 0 59 7:00 AM 0 0 0 0 1 6 2 2 3 9 2 9 5 1 0 0 0 0 0 0 10 3 8:00 AM 0 0 0 1 1 8 3 0 4 1 3 2 8 1 1 0 0 0 0 0 12 3 9:00 AM 0 0 1 1 1 7 1 7 3 1 1 5 4 1 0 0 0 0 0 0 78 10:00 AM 0 0 0 0 1 4 1 5 2 7 1 7 5 2 0 0 0 0 0 0 71 11:00 AM 0 0 0 1 2 4 1 5 2 5 1 9 4 1 1 0 0 0 0 0 72 12:00 PM 0 0 0 0 1 7 2 0 3 5 2 2 7 1 1 0 0 0 0 0 94 1:00 PM 0 0 0 0 1 5 1 7 3 1 2 1 5 2 0 0 0 0 0 0 82 2:00 PM 0 0 0 1 1 6 2 9 4 3 3 1 7 2 1 0 0 0 0 0 12 1 3:00 PM 0 0 0 0 1 5 2 4 4 7 3 0 7 3 1 0 0 0 0 0 11 8 4:00 PM 0 0 1 0 1 5 2 6 4 8 3 1 1 2 2 0 0 0 0 0 0 12 6 5:00 PM 0 0 0 1 2 7 1 8 4 1 2 8 8 2 0 0 0 0 0 0 10 7 6:00 PM 0 0 0 1 1 8 1 8 2 6 1 9 7 1 1 0 0 0 0 0 82 7:00 PM 0 0 0 0 0 4 1 0 1 8 1 6 4 1 0 0 0 0 0 0 53 8:00 PM 0 0 0 0 0 3 9 1 2 1 1 2 1 0 0 0 0 0 0 38 9:00 PM 0 0 0 0 0 2 6 9 1 0 3 0 0 0 0 0 0 0 30 10:00 PM 0 0 0 0 0 1 3 5 4 2 1 1 0 0 0 0 0 17 11:00 PM 0 0 0 0 0 0 2 3 2 1 0 0 0 0 0 0 0 8 To t a l 0 0 2 6 1 4 8 3 2 9 7 5 0 9 3 5 7 9 6 2 3 7 0 0 0 0 0 1 , 3 9 4 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 1 % 0 . 4 % 1 . 0 % 6 . 0 % 2 1 . 3 % 3 6 . 5 % 2 5 . 6 % 6 . 9 % 1 . 6 % 0 . 5 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % No t e : A v e r a g e o n l y c o n d s i d e r e d o n d a y s w i t h 2 4 - h o u r s o f d a t a . 5 0 t h P e r c e n t i l e ( M e d i a n ) 42 . 8 m p h M e a n ( A v e r a g e ) S p e e d 42 . 8 m p h 8 5 t h P e r c e n t i l e 48 . 3 m p h 1 0 m p h P a c e 38 . 5 - 4 8 . 5 m p h 9 5 t h P e r c e n t i l e 52 . 1 m p h P e r c e n t i n P a c e 65 . 1 % To t a l S t u d y P e r c e n t i l e S p e e d S u m m a r y To t a l S t u d y S p e e d S t a t i s t i c s Sp e e d R a n g e ( m p h ) To t a l S t u d y A v e r a g e 17 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : Sp r i n g V a l l e y R d N / O S H 8 2 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 - 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 1 Ti m e N B S B T o t a l N B S B T o t a l N B S B T o t a l N B S B T o t a l N B S B T o t a l N B S B T o t a l N B S B T o t a l N B S B T o t a l 12:00 AM 0 0 0 2 4 6 0 3 3 4 2 6 1 5 6 0 3 3 2 4 6 1 3 4 1:00 AM 0 0 0 0 0 0 0 3 3 1 6 7 0 7 7 2 1 3 1 2 3 0 1 1 2:00 AM 0 0 0 0 3 3 2 0 2 3 4 7 4 8 1 2 0 2 2 0 0 0 0 1 1 3:00 AM 0 0 0 3 0 3 7 0 7 3 2 5 1 1 2 7 2 9 5 0 5 3 0 3 4:00 AM 0 0 0 1 3 4 2 3 5 3 2 5 2 1 3 4 1 5 3 1 4 1 1 3 5: 0 0 A M 0 0 0 1 7 3 2 0 1 5 6 2 1 4 2 1 2 5 3 0 3 1 2 9 2 1 1 1 5 1 6 9 3 1 2 6: 0 0 A M 0 0 0 5 0 5 3 1 0 3 4 4 5 7 1 0 1 1 8 2 3 7 2 5 5 6 0 6 4 1 3 5 7 6 5 3 3 4 8 7 3 4 2 9 6 3 7: 0 0 A M 0 0 0 1 1 5 6 8 1 8 3 1 1 2 1 0 5 2 1 7 5 6 3 0 1 3 5 7 1 3 8 2 1 1 0 0 9 2 1 9 2 1 1 2 1 4 6 2 5 8 7 6 7 1 1 4 7 8: 0 0 A M 0 0 0 8 7 1 5 9 2 4 6 9 9 1 3 0 2 2 9 5 7 2 4 7 3 0 4 4 3 1 9 6 2 9 6 1 5 5 2 5 1 9 7 1 5 2 2 4 9 6 1 1 0 4 1 6 5 9: 0 0 A M 0 0 0 7 2 8 5 1 5 7 6 3 8 0 1 4 3 1 3 4 1 9 9 3 3 3 4 1 2 0 6 1 7 0 6 7 1 3 7 8 2 1 0 2 1 8 4 5 1 6 2 1 1 4 10 : 0 0 A M 0 0 0 5 8 8 8 1 4 6 6 4 6 1 1 2 5 1 4 7 1 8 4 3 3 1 4 9 2 7 7 6 7 0 6 3 1 3 3 8 3 7 6 1 5 9 4 7 5 5 1 0 2 11 : 0 0 A M 0 0 0 8 4 8 9 1 7 3 7 9 6 6 1 4 5 1 7 2 1 5 2 3 2 4 4 9 3 7 8 6 1 0 1 7 6 1 7 7 1 0 8 8 5 1 9 3 6 4 5 8 1 2 2 12 : 0 0 P M 0 0 0 1 2 5 1 4 5 2 7 0 9 8 1 1 2 2 1 0 1 6 4 1 3 9 3 0 3 3 7 4 1 7 8 8 4 1 1 4 1 9 8 9 9 1 0 4 2 0 3 7 5 8 3 1 5 8 1: 0 0 P M 0 0 0 9 0 9 4 1 8 4 9 8 1 7 6 2 7 4 1 5 3 1 2 4 2 7 7 4 9 4 3 9 2 7 5 6 3 1 3 8 8 7 7 7 1 6 4 5 9 5 7 1 1 6 2: 0 0 P M 9 4 1 0 8 2 0 2 1 2 7 9 1 2 1 8 9 4 3 2 0 4 1 4 1 5 0 1 4 3 2 9 3 3 6 4 8 8 4 8 5 6 2 1 4 7 1 1 1 7 7 1 8 8 1 1 1 9 2 2 0 3 3: 0 0 P M 1 0 6 7 2 1 7 8 1 4 3 1 1 4 2 5 7 1 8 3 3 1 8 5 0 1 1 9 5 9 6 2 9 1 4 7 4 2 8 9 1 2 4 9 7 2 2 1 1 0 3 9 3 1 9 6 1 1 7 9 3 2 1 0 4: 0 0 P M 1 5 9 1 3 1 2 9 0 1 4 5 1 3 3 2 7 8 2 7 2 2 5 9 5 3 1 3 0 0 1 0 4 4 0 4 3 6 5 7 9 3 1 1 9 1 1 0 2 2 9 1 3 2 9 2 2 2 4 1 4 5 1 1 9 2 6 4 5: 0 0 P M 1 3 7 1 3 2 2 6 9 1 6 5 1 1 9 2 8 4 2 9 6 1 1 6 4 1 2 2 9 3 8 8 3 8 1 3 2 5 1 8 3 1 1 2 1 3 2 2 4 4 1 1 6 1 1 6 2 3 2 1 3 9 1 2 2 2 6 2 6: 0 0 P M 1 2 5 1 1 1 2 3 6 1 0 6 1 0 1 2 0 7 2 7 6 9 2 3 6 8 2 5 7 5 5 3 1 2 3 6 5 2 8 8 7 9 8 0 1 5 9 8 6 8 6 1 7 2 1 0 6 9 9 2 0 5 7: 0 0 P M 6 6 5 5 1 2 1 8 4 6 3 1 4 7 6 6 6 2 1 2 8 2 2 3 5 0 2 7 3 1 8 4 0 5 8 3 6 5 4 9 0 4 4 5 7 1 0 1 6 5 5 8 1 2 3 8: 0 0 P M 2 4 5 0 7 4 2 2 4 4 6 6 2 5 6 3 8 8 1 6 3 8 5 4 2 3 2 6 4 9 2 8 2 6 5 4 1 7 2 6 4 3 2 1 4 0 6 1 9: 0 0 P M 1 7 2 7 4 4 2 4 3 6 6 0 2 8 4 9 7 7 1 3 4 1 5 4 1 4 2 5 3 9 1 6 2 1 3 7 1 6 2 1 3 7 1 9 2 8 4 7 10 : 0 0 P M 9 1 4 2 3 1 0 2 8 3 8 9 1 3 2 2 1 3 2 2 3 5 7 1 2 1 9 9 1 2 2 1 5 1 0 1 5 8 1 7 2 5 11:00 PM 2 3 5 2 9 1 1 4 1 2 1 6 7 1 8 2 5 2 6 8 4 9 1 3 4 4 8 3 5 8 To t a l 7 3 9 7 0 3 1 , 4 4 2 1 , 5 3 2 1 , 5 3 2 3 , 0 6 4 1 , 9 3 6 2 , 1 0 6 4 , 0 4 2 2 , 3 8 6 2 , 2 7 5 4 , 6 6 1 5 4 9 5 7 6 1 , 1 2 5 1 , 2 7 4 1 , 2 8 6 2 , 5 6 0 1 , 3 7 7 1 , 3 7 0 2 , 7 4 7 1 , 2 1 6 1 , 2 0 2 2 , 4 1 8 Pe r c e n t 5 1 % 4 9 % - 50 % 5 0 % - 48 % 5 2 % - 51 % 4 9 % - 49 % 5 1 % - 50 % 5 0 % - 50 % 5 0 % - 50 % 5 0 % - 1. M i d - w e e k a v e r a g e i n c l u d e s d a t a b e t w e e n T u e s d a y a n d T h u r s d a y . 10 / 2 5 / 2 0 2 2 10 / 2 4 / 2 0 2 2 10 / 2 3 / 2 0 2 2 10 / 2 2 / 2 0 2 2 We d n e s d a y Th u r s d a y Fr i d a y 10 / 2 0 / 2 0 2 2 10 / 1 9 / 2 0 2 2 Mi d - W e e k A v e r a g e 10 / 2 1 / 2 0 2 2 Sa t u r d a y Su n d a y Mo n d a y Tu e s d a y 1 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : Co u n t D i r e c t i o n : Da t e R a n g e : Si t e C o d e : To t a l 12 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 Vo l u m e Ea s t b o u n d 1 1 8 8 1 4 4 1 1 3 4 0 0 0 0 0 0 0 0 46 8 Pe r c e n t 0. 2 % 4 0 . 2 % 3 0 . 8 % 0 . 2 % 2 8 . 6 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % We s t b o u n d 5 2 0 6 1 5 4 1 1 0 6 0 0 1 0 1 0 0 0 47 4 Pe r c e n t 1. 1 % 4 3 . 5 % 3 2 . 5 % 0 . 2 % 2 2 . 4 % 0 . 0 % 0 . 0 % 0 . 2 % 0 . 0 % 0 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % To t a l 6 3 9 4 2 9 8 2 2 4 0 0 0 1 0 1 0 0 0 94 2 Pe r c e n t 0. 6 % 4 1 . 8 % 3 1 . 6 % 0 . 2 % 2 5 . 5 % 0 . 0 % 0 . 0 % 0 . 1 % 0 . 0 % 0 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % FH W A V e h i c l e C l a s s i f i c a t i o n Cl a s s 1 - M o t o r c y c l e s Cl a s s 8 - F o u r o r F e w e r A x l e S i n g l e - T r a i l e r T r u c k s Cl a s s 2 - P a s s e n g e r C a r s Cl a s s 9 - F i v e - A x l e S i n g l e - T r a i l e r T r u c k s Cl a s s 3 - O t h e r T w o - A x l e , F o u r- T i r e S i n g l e U n i t V e h i c l e s Cl a s s 1 0 - S i x o r M o r e A x l e S i n g l e - T r a i l e r T r u c k s Cl a s s 4 - B u s e s Cl a s s 1 1 - F i v e o r f e w e r A x l e M u l t i - T r a i l e r T r u c k s Cl a s s 5 - T w o - A x l e , S i x - Ti r e , S i n g l e - U n i t T r u c k s Cl a s s 1 2 - S i x - A x l e M u l t i - T r a i l e r T r u c k s Cl a s s 6 - T h r e e - A x l e S i n g l e - U n i t T r u c k s Cl a s s 13 - S e v e n o r M o r e A x l e M u l t i - T r a i l e r T r u c k s Cl a s s 7 - F o u r o r M o r e Ax l e S i n g l e - U n i t T r u c k s Ve h i c l e C l a s s i f i c a t i o n R e p o r t S u m m a r y FH W A V e h i c l e C l a s s i f i c a t i o n St u d y T o t a l CR 1 1 5 E / O C R 1 2 0 Ea s t b o u n d / W e s t b o u n d 10 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 02 1 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 4:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 1 5 3 0 2 0 0 0 0 0 0 0 0 11 6:00 PM 0 0 1 0 2 0 0 0 0 0 0 0 0 3 7:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 Total 11 4 9 0 6 0 0 0 0 0 0 0 0 3 0 Pe r c e n t 3. 3 % 4 6 . 7 % 3 0 . 0 % 0 . 0 % 2 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % We d n e s d a y , O c t o b e r 1 9 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 2 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 4:00 PM 2 3 4 0 3 0 0 1 0 0 0 0 0 13 5:00 PM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 6:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 7:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 Total 21 6 9 0 5 0 0 1 0 0 0 0 0 3 3 Pe r c e n t 6. 1 % 4 8 . 5 % 2 7 . 3 % 0 . 0 % 1 5 . 2 % 0 . 0 % 0 . 0 % 3 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % We d n e s d a y , O c t o b e r 1 9 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 3 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 7:00 AM 0 2 4 0 2 0 0 0 0 0 0 0 0 8 8:00 AM 0 3 1 0 4 0 0 0 0 0 0 0 0 8 9:00 AM 0 4 4 0 2 0 0 0 0 0 0 0 0 10 10:00 AM 0 1 2 0 3 0 0 0 0 0 0 0 0 6 11:00 AM 0 2 2 0 5 0 0 0 0 0 0 0 0 9 12:00 PM 0 1 2 0 3 0 0 0 0 0 0 0 0 6 1:00 PM 0 2 2 0 2 0 0 0 0 0 0 0 0 6 2:00 PM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 3:00 PM 0 5 1 0 3 0 0 0 0 0 0 0 0 9 4:00 PM 0 5 1 0 1 0 0 0 0 0 0 0 0 7 5:00 PM 0 4 1 0 3 0 0 0 0 0 0 0 0 8 6:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 7:00 PM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 8:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 3 5 2 5 0 3 4 0 0 0 0 0 0 0 0 9 4 Pe r c e n t 0. 0 % 3 7 . 2 % 2 6 . 6 % 0 . 0 % 3 6 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Th u r s d a y , O c t o b e r 2 0 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 4 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 8:00 AM 0 3 1 0 2 0 0 0 0 0 0 0 0 6 9:00 AM 0 3 3 0 1 0 0 0 0 0 0 0 0 7 10:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 3 3 0 2 0 0 0 0 0 0 0 0 8 12:00 PM 0 3 3 0 1 0 0 0 0 0 0 0 0 7 1:00 PM 0 3 3 0 3 0 0 0 0 0 0 0 0 9 2:00 PM 0 2 4 0 3 0 0 0 0 0 0 0 0 9 3:00 PM 1 5 1 0 2 0 0 0 0 0 0 0 0 9 4:00 PM 0 8 2 0 3 0 0 0 0 0 0 0 0 13 5:00 PM 0 7 3 0 2 0 0 0 0 0 0 0 0 12 6:00 PM 0 2 2 0 3 0 0 0 0 0 0 0 0 7 7:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 1 4 6 3 0 0 2 4 0 0 0 0 0 0 0 0 1 0 1 Pe r c e n t 1. 0 % 4 5 . 5 % 2 9 . 7 % 0 . 0 % 2 3 . 8 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Th u r s d a y , O c t o b e r 2 0 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 5 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 3 6 0 5 0 0 0 0 0 0 0 0 14 8:00 AM 0 3 2 0 2 0 0 0 0 0 0 0 0 7 9:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 7 10:00 AM 0 2 0 0 3 0 0 0 0 0 0 0 0 5 11:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 12:00 PM 0 1 1 0 3 0 0 0 0 0 0 0 0 5 1:00 PM 0 6 4 0 0 0 0 0 0 0 0 0 0 10 2:00 PM 0 2 2 0 2 0 0 0 0 0 0 0 0 6 3:00 PM 0 7 2 0 3 0 0 0 0 0 0 0 0 12 4:00 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 5:00 PM 0 1 2 0 3 0 0 0 0 0 0 0 0 6 6:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 3 8 2 8 0 2 4 0 0 0 0 0 0 0 0 9 0 Pe r c e n t 0. 0 % 4 2 . 2 % 3 1 . 1 % 0 . 0 % 2 6 . 7 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Fr i d a y , O c t o b e r 2 1 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 6 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 2 7:00 AM 0 2 1 0 4 0 0 0 0 0 0 0 0 7 8:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 10:00 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 5 11:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 12:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 6 1:00 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 2:00 PM 0 3 3 0 2 0 0 0 0 0 0 0 0 8 3:00 PM 1 3 3 0 2 0 0 0 0 0 0 0 0 9 4:00 PM 0 3 5 0 1 0 0 0 0 0 0 0 0 9 5:00 PM 0 1 3 0 2 0 0 0 0 0 0 0 0 6 6:00 PM 0 2 5 0 0 0 0 0 0 0 0 0 0 7 7:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 1 3 4 2 9 0 1 8 0 0 0 0 0 0 0 0 8 2 Pe r c e n t 1. 2 % 4 1 . 5 % 3 5 . 4 % 0 . 0 % 2 2 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Fr i d a y , O c t o b e r 2 1 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 7 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 9:00 AM 0 0 4 0 2 0 0 0 0 0 0 0 0 6 10:00 AM 0 4 4 0 3 0 0 0 0 0 0 0 0 11 11:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 12:00 PM 0 5 1 0 1 0 0 0 0 0 0 0 0 7 1:00 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 2:00 PM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 3:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 4:00 PM 0 4 0 0 2 0 0 0 0 0 0 0 0 6 5:00 PM 0 2 4 0 0 0 0 0 0 0 0 0 0 6 6:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 7:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 3 0 2 7 0 1 5 0 0 0 0 0 0 0 0 7 2 Pe r c e n t 0. 0 % 4 1 . 7 % 3 7 . 5 % 0 . 0 % 2 0 . 8 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Sa t u r d a y , O c t o b e r 2 2 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 8 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 10:00 AM 0 2 5 0 1 0 0 0 0 0 0 0 0 8 11:00 AM 0 3 2 0 2 0 0 0 0 0 0 0 0 7 12:00 PM 0 8 2 0 0 0 0 0 0 0 0 0 0 10 1:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 0 2 3 0 1 0 0 0 0 0 0 0 0 6 3:00 PM 0 4 5 0 1 0 0 0 0 0 0 0 0 10 4:00 PM 1 4 4 0 4 0 0 0 0 1 0 0 0 14 5:00 PM 0 3 1 0 2 0 0 0 0 0 0 0 0 6 6:00 PM 0 1 5 0 0 0 0 0 0 0 0 0 0 6 7:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 1 3 9 3 1 0 1 3 0 0 0 0 1 0 0 0 8 5 Pe r c e n t 1. 2 % 4 5 . 9 % 3 6 . 5 % 0 . 0 % 1 5 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 1 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % Sa t u r d a y , O c t o b e r 2 2 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 9 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 6 10:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 11:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 1:00 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 3:00 PM 0 2 1 0 2 0 0 0 0 0 0 0 0 5 4:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 7:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 To t a l 0 1 9 1 0 0 1 2 0 0 0 0 0 0 0 0 4 1 Pe r c e n t 0. 0 % 4 6 . 3 % 2 4 . 4 % 0 . 0 % 2 9 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Su n d a y , O c t o b e r 2 3 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 10 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 12:00 PM 0 1 4 0 2 0 0 0 0 0 0 0 0 7 1:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 2:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 4:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 2 7:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 9:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 Total 02 2 1 2 0 8 0 0 0 0 0 0 0 0 4 2 Pe r c e n t 0. 0 % 5 2 . 4 % 2 8 . 6 % 0 . 0 % 1 9 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Su n d a y , O c t o b e r 2 3 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 11 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 7:00 AM 0 1 4 0 4 0 0 0 0 0 0 0 0 9 8:00 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 10:00 AM 0 0 1 0 3 0 0 0 0 0 0 0 0 4 11:00 AM 0 2 1 1 1 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 1 0 5 0 0 0 0 0 0 0 0 6 1:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 2 4 0 1 0 0 0 0 0 0 0 0 7 3:00 PM 0 3 0 0 2 0 0 0 0 0 0 0 0 5 4:00 PM 0 5 3 0 0 0 0 0 0 0 0 0 0 8 5:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 4 6:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 To t a l 0 2 5 2 2 1 2 3 0 0 0 0 0 0 0 0 7 1 Pe r c e n t 0. 0 % 3 5 . 2 % 3 1 . 0 % 1 . 4 % 3 2 . 4 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Mo n d a y , O c t o b e r 2 4 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 12 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 8:00 AM 0 2 2 0 2 0 0 0 0 0 0 0 0 6 9:00 AM 0 2 2 1 0 0 0 0 0 0 0 0 0 5 10:00 AM 0 0 2 0 3 0 0 0 0 0 0 0 0 5 11:00 AM 0 1 1 0 3 0 0 0 0 0 0 0 0 5 12:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 1:00 PM 0 3 2 0 4 0 0 0 0 0 0 0 0 9 2:00 PM 0 1 2 0 2 0 0 0 0 0 0 0 0 5 3:00 PM 0 4 1 0 3 0 0 0 0 0 0 0 0 8 4:00 PM 0 3 3 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 3 3 0 1 0 0 0 0 0 0 0 0 7 6:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 To t a l 0 2 4 2 4 1 2 1 0 0 0 0 0 0 0 0 7 0 Pe r c e n t 0. 0 % 3 4 . 3 % 3 4 . 3 % 1 . 4 % 3 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Mo n d a y , O c t o b e r 2 4 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 13 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 7:00 AM 0 3 3 0 4 0 0 0 0 0 0 0 0 10 8:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 2 0 3 0 0 0 0 0 0 0 0 7 10:00 AM 0 0 4 0 3 0 0 0 0 0 0 0 0 7 11:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 12:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 1:00 PM 0 1 2 0 2 0 0 0 0 0 0 0 0 5 2:00 PM 0 3 3 0 0 0 0 0 0 0 0 0 0 6 3:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 4:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 6:00 PM 0 1 1 0 4 0 0 0 0 0 0 0 0 6 7:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 2 7 2 3 0 2 0 0 0 0 0 0 0 0 0 7 0 Pe r c e n t 0. 0 % 3 8 . 6 % 3 2 . 9 % 0 . 0 % 2 8 . 6 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Tu e s d a y , O c t o b e r 2 5 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 14 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 7:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 9:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 2 0 2 0 0 0 0 0 0 0 0 5 11:00 AM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 12:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 1:00 PM 0 2 2 0 3 0 0 0 0 0 0 0 0 7 2:00 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 4 3:00 PM 0 5 0 0 3 0 0 0 0 0 0 0 0 8 4:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 5 7:00 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 2 5 1 9 0 1 7 0 0 0 0 0 0 0 0 6 1 Pe r c e n t 0. 0 % 4 1 . 0 % 3 1 . 1 % 0 . 0 % 2 7 . 9 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % Tu e s d a y , O c t o b e r 2 5 , 2 0 2 2 FH W A V e h i c l e C l a s s i f i c a t i o n 15 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 To t a l S t u d y A v e r a g e Ea s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 2 0 2 0 0 0 0 0 0 0 0 5 8:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 2 0 2 0 0 0 0 0 0 0 0 6 10:00 AM 0 1 2 0 2 0 0 0 0 0 0 0 0 5 11:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 1 0 2 0 0 0 0 0 0 0 0 4 1:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 2:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 3:00 PM 0 3 1 0 2 0 0 0 0 0 0 0 0 6 4:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 5:00 PM 0 2 1 0 2 0 0 0 0 0 0 0 0 5 6:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 7:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 2 2 1 8 0 1 9 0 0 0 0 0 0 0 0 5 9 Pe r c e n t 0. 0 % 3 7 . 3 % 3 0 . 5 % 0 . 0 % 3 2 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % No t e : A v e r a g e o n l y c o n d s i d e r e d o n d a y s w i t h 2 4 - h o u r s o f d a t a . FH W A V e h i c l e C l a s s i f i c a t i o n 16 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 To t a l S t u d y A v e r a g e We s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 8:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 9:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 10:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 11:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 12:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 1:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 2:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 3:00 PM 0 3 2 0 2 0 0 0 0 0 0 0 0 7 4:00 PM 0 3 3 0 2 0 0 0 0 0 0 0 0 8 5:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 6:00 PM 0 1 3 0 1 0 0 0 0 0 0 0 0 5 7:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 To t a l 0 3 1 2 1 0 1 3 0 0 0 0 0 0 0 0 6 5 Pe r c e n t 0. 0 % 4 7 . 7 % 3 2 . 3 % 0 . 0 % 2 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % No t e : A v e r a g e o n l y c o n d s i d e r e d o n d a y s w i t h 2 4 - h o u r s o f d a t a . FH W A V e h i c l e C l a s s i f i c a t i o n 17 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 3- D a y ( T u e s d a y - T h u r s d a y ) A v e r a g e Ea s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 8:00 AM 0 2 1 0 2 0 0 0 0 0 0 0 0 4 9:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 5 10:00 AM 0 1 1 0 2 0 0 0 0 0 0 0 0 3 11:00 AM 0 1 1 0 3 0 0 0 0 0 0 0 0 5 12:00 PM 0 1 1 0 2 0 0 0 0 0 0 0 0 3 1:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 3:00 PM 0 4 2 0 2 0 0 0 0 0 0 0 0 7 4:00 PM 0 4 2 0 1 0 0 0 0 0 0 0 0 6 5:00 PM 1 5 2 0 3 0 0 0 0 0 0 0 0 10 6:00 PM 0 1 1 0 2 0 0 0 0 0 0 0 0 3 7:00 PM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 8:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 To t a l 1 2 5 1 7 0 2 0 0 0 0 0 0 0 0 0 6 2 Pe r c e n t 0. 8 % 3 9 . 5 % 2 7 . 4 % 0 . 0 % 3 2 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % FH W A V e h i c l e C l a s s i f i c a t i o n 18 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 3- D a y ( T u e s d a y - T h u r s d a y ) A v e r a g e We s t b o u n d To t a l Time 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 V o l u m e 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 2 8:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 4 10:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 2 2 0 1 0 0 0 0 0 0 0 0 4 12:00 PM 0 2 2 0 1 0 0 0 0 0 0 0 0 4 1:00 PM 0 2 2 0 2 0 0 0 0 0 0 0 0 5 2:00 PM 0 2 4 0 2 0 0 0 0 0 0 0 0 7 3:00 PM 1 4 1 0 1 0 0 0 0 0 0 0 0 6 4:00 PM 1 6 3 0 3 0 0 1 0 0 0 0 0 13 5:00 PM 0 5 2 0 2 0 0 0 0 0 0 0 0 8 6:00 PM 0 2 2 0 2 0 0 0 0 0 0 0 0 6 7:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 To t a l 2 3 1 2 0 0 1 5 0 0 1 0 0 0 0 0 6 7 Pe r c e n t 2. 2 % 4 6 . 3 % 2 9 . 1 % 0 . 0 % 2 1 . 6 % 0 . 0 % 0 . 0 % 0 . 7 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % FH W A V e h i c l e C l a s s i f i c a t i o n 19 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : CR 1 1 5 E / O C R 1 2 0 Co u n t D i r e c t i o n : Ea s t b o u n d / W e s t b o u n d Da t e R a n g e : 10 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 02 To t a l 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + Vo l u m e Ea s t b o u n d 0 2 2 7 3 4 7 0 1 4 1 1 1 6 6 8 1 8 7 3 0 0 0 0 0 46 8 Pe r c e n t 0. 0 % 0 . 4 % 0 . 4 % 1 . 5 % 7 . 3 % 1 5 . 0 % 3 0 . 1 % 2 4 . 8 % 1 4 . 5 % 3 . 8 % 1 . 5 % 0 . 6 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % We s t b o u n d 0 1 2 1 4 3 5 9 5 1 5 6 1 1 1 4 3 1 7 0 0 0 0 0 0 0 47 4 Pe r c e n t 0. 0 % 0 . 2 % 0 . 4 % 3 . 0 % 7 . 4 % 2 0 . 0 % 3 2 . 9 % 2 3 . 4 % 9 . 1 % 3 . 6 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % To t a l 0 3 4 2 1 6 9 1 6 5 2 9 7 2 2 7 1 1 1 3 5 7 3 0 0 0 0 0 94 2 Pe r c e n t 0. 0 % 0 . 3 % 0 . 4 % 2 . 2 % 7 . 3 % 1 7 . 5 % 3 1 . 5 % 2 4 . 1 % 1 1 . 8 % 3 . 7 % 0 . 7 % 0 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 10 0 % Ea s t b o u n d Ea s t b o u n d 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 4 m p h M e a n ( A v e r a g e ) S p e e d 39 . 2 m p h 46 . 1 m p h 1 0 m p h P a c e 35 . 7 - 4 5 . 7 m p h 51 . 2 m p h P e r c e n t i n P a c e 55 . 3 % We s t b o u n d We s t b o u n d 5 0 t h P e r c e n t i l e ( M e d i a n ) 37 . 9 m p h M e a n ( A v e r a g e ) S p e e d 37 . 7 m p h 44 . 4 m p h 1 0 m p h P a c e 32 . 5 - 4 2 . 5 m p h 48 . 4 m p h P e r c e n t i n P a c e 59 . 1 % Ve h i c l e S p e e d R e p o r t S u m m a r y St u d y T o t a l Sp e e d R a n g e ( m p h ) To t a l S t u d y P e r c e n t i l e S p e e d S u m m a r y To t a l S t u d y S p e e d S t a t i s t i c s 8 5 t h P e r c e n t i l e 9 5 t h P e r c e n t i l e 8 5 t h P e r c e n t i l e 9 5 t h P e r c e n t i l e 1 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 0 0 0 0 0 1 1 0 3 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 0 0 0 3 0 1 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 0 0 1 2 2 1 3 0 1 0 0 0 0 0 0 11 6:00 PM 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 1 0 0 1 3 1 1 4 5 3 1 1 0 0 0 0 0 3 0 Pe r c e n t 0 . 0 % 3 . 3 % 0 . 0 % 0 . 0 % 3 . 3 % 1 0 . 0 % 3 6 . 7 % 1 3 . 3 % 1 6 . 7 % 1 0 . 0 % 3 . 3 % 3 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 7 m p h M e a n ( A v e r a g e ) S p e e d 41 . 4 m p h 8 5 t h P e r c e n t i l e 50 . 8 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 58 . 9 m p h P e r c e n t i n P a c e 53 . 3 % We d n e s d a y , O c t o b e r 1 9 , 2 0 2 2 Sp e e d R a n g e ( m p h ) 33 . 7 - 4 3 . 7 Sp e e d S t a t i s t i c s Da i l y P e r c e n t i l e S p e e d S u m m a r y 2 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 2 2 0 1 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 3 4:00 PM 0 0 1 1 0 1 2 5 3 0 0 0 0 0 0 0 0 13 5:00 PM 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 6:00 PM 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 Total 0 0 1 2 1 8 9 7 5 0 0 0 0 0 0 0 0 3 3 Pe r c e n t 0 . 0 % 0 . 0 % 3 . 0 % 6 . 1 % 3 . 0 % 2 4 . 2 % 2 7 . 3 % 2 1 . 2 % 1 5 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 37 . 0 m p h M e a n ( A v e r a g e ) S p e e d 37 . 4 m p h 8 5 t h P e r c e n t i l e 45 . 0 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 48 . 9 m p h P e r c e n t i n P a c e 63 . 6 4 % 32 . 8 - 4 2 . 8 We d n e s d a y , O c t o b e r 1 9 , 2 0 2 2 Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 3 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 1 2 2 0 2 0 0 1 0 0 0 0 0 8 8:00 AM 0 0 1 0 1 0 2 3 1 0 0 0 0 0 0 0 0 8 9:00 AM 0 0 0 1 1 0 4 3 1 0 0 0 0 0 0 0 0 10 10:00 AM 0 0 0 0 0 1 3 0 2 0 0 0 0 0 0 0 0 6 11:00 AM 0 0 0 0 1 1 1 6 0 0 0 0 0 0 0 0 0 9 12:00 PM 0 0 0 0 0 0 2 2 1 1 0 0 0 0 0 0 0 6 1:00 PM 0 0 0 0 2 0 2 2 0 0 0 0 0 0 0 0 0 6 2:00 PM 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 4 3:00 PM 0 0 0 0 0 1 4 2 1 1 0 0 0 0 0 0 0 9 4:00 PM 0 0 0 0 0 2 2 1 2 0 0 0 0 0 0 0 0 7 5:00 PM 0 0 0 0 0 1 0 4 2 1 0 0 0 0 0 0 0 8 6:00 PM 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 3 8:00 PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 1 1 6 1 2 2 8 2 6 1 6 3 0 1 0 0 0 0 0 9 4 Pe r c e n t 0 . 0 % 0 . 0 % 1 . 1 % 1 . 1 % 6 . 4 % 1 2 . 8 % 2 9 . 8 % 2 7 . 7 % 1 7 . 0 % 3 . 2 % 0 . 0 % 1 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 8 m p h M e a n ( A v e r a g e ) S p e e d 39 . 5 m p h 8 5 t h P e r c e n t i l e 45 . 6 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 49 . 9 m p h P e r c e n t i n P a c e 61 . 7 % Th u r s d a y , O c t o b e r 2 0 , 2 0 2 2 Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 35 . 8 - 4 5 . 8 4 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 0 0 0 0 3 2 1 0 0 0 0 0 0 0 0 6 9:00 AM 0 0 0 0 0 1 3 3 0 0 0 0 0 0 0 0 0 7 10:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 0 0 0 1 3 1 2 1 0 0 0 0 0 0 0 0 8 12:00 PM 0 0 0 0 0 3 3 1 0 0 0 0 0 0 0 0 0 7 1:00 PM 0 0 0 0 1 1 3 2 2 0 0 0 0 0 0 0 0 9 2:00 PM 0 0 0 0 1 2 3 1 2 0 0 0 0 0 0 0 0 9 3:00 PM 0 0 0 0 2 2 3 1 1 0 0 0 0 0 0 0 0 9 4:00 PM 0 0 0 0 0 2 3 4 3 1 0 0 0 0 0 0 0 13 5:00 PM 0 0 0 1 2 1 3 4 1 0 0 0 0 0 0 0 0 12 6:00 PM 0 0 0 0 1 3 2 1 0 0 0 0 0 0 0 0 0 7 7:00 PM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 1 8 2 4 3 0 2 6 1 1 1 0 0 0 0 0 0 0 1 0 1 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 1 . 0 % 7 . 9 % 2 3 . 8 % 2 9 . 7 % 2 5 . 7 % 1 0 . 9 % 1 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 38 . 0 m p h M e a n ( A v e r a g e ) S p e e d 37 . 7 m p h 8 5 t h P e r c e n t i l e 44 . 1 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 47 . 5 m p h P e r c e n t i n P a c e 61 . 3 9 % Th u r s d a y , O c t o b e r 2 0 , 2 0 2 2 Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 33 . 2 - 4 3 . 2 5 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 2 3 4 4 0 1 0 0 0 0 0 0 0 14 8:00 AM 0 0 1 0 0 0 1 3 1 0 1 0 0 0 0 0 0 7 9:00 AM 0 0 0 2 2 0 2 1 0 0 0 0 0 0 0 0 0 7 10:00 AM 0 0 0 0 0 1 0 0 2 1 1 0 0 0 0 0 0 5 11:00 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 2 2 1 0 0 0 0 0 0 0 0 5 1:00 PM 0 0 0 0 1 2 4 1 2 0 0 0 0 0 0 0 0 10 2:00 PM 0 0 0 0 0 0 4 1 1 0 0 0 0 0 0 0 0 6 3:00 PM 0 1 0 0 0 1 2 4 3 1 0 0 0 0 0 0 0 12 4:00 PM 0 0 0 0 0 2 3 0 1 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 0 0 0 1 1 2 2 0 0 0 0 0 0 0 0 6 6:00 PM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 1 2 8 1 3 2 8 1 9 1 3 3 2 0 0 0 0 0 0 9 0 Pe r c e n t 0 . 0 % 1 . 1 % 1 . 1 % 2 . 2 % 8 . 9 % 1 4 . 4 % 3 1 . 1 % 2 1 . 1 % 1 4 . 4 % 3 . 3 % 2 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 38 . 0 m p h M e a n ( A v e r a g e ) S p e e d 38 . 3 m p h 8 5 t h P e r c e n t i l e 45 . 9 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 51 . 2 m p h P e r c e n t i n P a c e 52 . 2 % Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 35 . 0 - 4 5 . 0 Fr i d a y , O c t o b e r 2 1 , 2 0 2 2 Sp e e d R a n g e ( m p h ) 6 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 2 5 0 0 0 0 0 0 0 0 0 0 7 8:00 AM 0 0 0 0 0 2 1 0 0 1 0 0 0 0 0 0 0 4 9:00 AM 0 0 0 0 0 1 1 3 1 0 0 0 0 0 0 0 0 6 10:00 AM 0 0 0 1 0 1 2 0 1 0 0 0 0 0 0 0 0 5 11:00 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 5 1 0 0 0 0 0 0 0 0 0 6 1:00 PM 0 0 0 0 0 2 3 0 0 1 0 0 0 0 0 0 0 6 2:00 PM 0 0 0 0 2 2 1 1 2 0 0 0 0 0 0 0 0 8 3:00 PM 0 0 0 0 0 3 1 2 0 3 0 0 0 0 0 0 0 9 4:00 PM 0 0 0 0 0 4 1 2 1 1 0 0 0 0 0 0 0 9 5:00 PM 0 0 0 0 0 1 3 1 1 0 0 0 0 0 0 0 0 6 6:00 PM 0 0 0 0 1 3 3 0 0 0 0 0 0 0 0 0 0 7 7:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 1 3 2 4 2 9 1 2 7 6 0 0 0 0 0 0 0 8 2 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 1 . 2 % 3 . 7 % 2 9 . 3 % 3 5 . 4 % 1 4 . 6 % 8 . 5 % 7 . 3 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 36 . 9 m p h M e a n ( A v e r a g e ) S p e e d 38 m p h 8 5 t h P e r c e n t i l e 45 . 6 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 50 . 9 m p h P e r c e n t i n P a c e 64 . 6 3 % Sp e e d R a n g e ( m p h ) Fr i d a y , O c t o b e r 2 1 , 2 0 2 2 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 29 . 8 - 3 9 . 8 7 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 0 0 1 1 0 2 2 0 0 0 0 0 0 0 0 0 6 10:00 AM 0 0 0 0 0 2 1 4 4 0 0 0 0 0 0 0 0 11 11:00 AM 0 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 0 0 0 0 2 3 2 0 0 0 0 0 0 0 0 0 7 1:00 PM 0 0 0 0 0 0 3 0 2 0 0 1 0 0 0 0 0 6 2:00 PM 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 4 3:00 PM 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 0 0 0 0 0 0 2 3 1 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 0 1 0 1 2 2 0 0 0 0 0 0 0 0 0 6 6:00 PM 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 5 7:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 3 7 9 2 3 1 9 1 0 0 0 1 0 0 0 0 0 7 2 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 4 . 2 % 9 . 7 % 1 2 . 5 % 3 1 . 9 % 2 6 . 4 % 1 3 . 9 % 0 . 0 % 0 . 0 % 1 . 4 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 0 m p h M e a n ( A v e r a g e ) S p e e d 38 . 2 m p h 8 5 t h P e r c e n t i l e 45 . 3 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 48 . 3 m p h P e r c e n t i n P a c e 59 . 7 % Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 34 . 3 - 4 4 . 3 Sa t u r d a y , O c t o b e r 2 2 , 2 0 2 2 Sp e e d R a n g e ( m p h ) 8 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 5 10:00 AM 0 0 0 1 0 1 5 1 0 0 0 0 0 0 0 0 0 8 11:00 AM 0 0 0 0 0 0 5 2 0 0 0 0 0 0 0 0 0 7 12:00 PM 0 0 0 1 2 3 1 2 0 1 0 0 0 0 0 0 0 10 1:00 PM 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 2:00 PM 0 0 0 0 3 0 1 0 2 0 0 0 0 0 0 0 0 6 3:00 PM 0 0 0 1 2 2 4 1 0 0 0 0 0 0 0 0 0 10 4:00 PM 0 0 1 0 1 2 6 4 0 0 0 0 0 0 0 0 0 14 5:00 PM 0 0 0 1 1 0 1 2 1 0 0 0 0 0 0 0 0 6 6:00 PM 0 0 0 2 1 1 1 1 0 0 0 0 0 0 0 0 0 6 7:00 PM 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 8:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 1 6 1 0 1 0 3 2 1 9 6 1 0 0 0 0 0 0 0 8 5 Pe r c e n t 0 . 0 % 0 . 0 % 1 . 2 % 7 . 1 % 1 1 . 8 % 1 1 . 8 % 3 7 . 6 % 2 2 . 4 % 7 . 1 % 1 . 2 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 36 . 9 m p h M e a n ( A v e r a g e ) S p e e d 36 . 1 m p h 8 5 t h P e r c e n t i l e 41 . 8 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 46 . 5 m p h P e r c e n t i n P a c e 67 . 0 6 % 33 . 0 - 4 3 . 0 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s Sa t u r d a y , O c t o b e r 2 2 , 2 0 2 2 Sp e e d R a n g e ( m p h ) 9 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 0 0 0 0 1 1 2 1 1 0 0 0 0 0 0 0 6 10:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 11:00 AM 0 0 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 3 12:00 PM 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 1:00 PM 0 0 0 0 0 0 1 3 0 1 0 0 0 0 0 0 0 5 2:00 PM 0 0 0 0 0 1 1 0 1 0 0 0 0 0 0 0 0 3 3:00 PM 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 4 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 3 5 1 1 1 4 4 3 1 0 0 0 0 0 0 4 1 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 7 . 3 % 1 2 . 2 % 2 6 . 8 % 3 4 . 1 % 9 . 8 % 7 . 3 % 2 . 4 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 41 . 0 m p h M e a n ( A v e r a g e ) S p e e d 40 . 3 m p h 8 5 t h P e r c e n t i l e 46 . 4 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 51 . 5 m p h P e r c e n t i n P a c e 63 . 4 % Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 35 . 7 - 4 5 . 7 Su n d a y , O c t o b e r 2 3 , 2 0 2 2 10 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 3 9:00 AM 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 3 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 0 0 1 1 1 0 1 0 0 0 0 0 0 0 4 12:00 PM 0 0 0 0 0 2 2 1 0 2 0 0 0 0 0 0 0 7 1:00 PM 0 0 0 0 1 0 1 2 0 0 0 0 0 0 0 0 0 4 2:00 PM 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 4:00 PM 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 2 5:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 6:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 2 5 1 6 1 2 3 4 0 0 0 0 0 0 0 4 2 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 4 . 8 % 1 1 . 9 % 3 8 . 1 % 2 8 . 6 % 7 . 1 % 9 . 5 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 5 m p h M e a n ( A v e r a g e ) S p e e d 40 . 2 m p h 8 5 t h P e r c e n t i l e 46 . 9 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 53 . 4 m p h P e r c e n t i n P a c e 66 . 6 7 % Sp e e d R a n g e ( m p h ) Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 34 . 4 - 4 4 . 4 Su n d a y , O c t o b e r 2 3 , 2 0 2 2 11 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 1 2 4 0 1 0 1 0 0 0 0 0 0 9 8:00 AM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 3 10:00 AM 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 0 1 1 2 1 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 0 0 0 0 2 2 1 1 0 0 0 0 0 0 0 6 1:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 0 0 0 2 1 1 1 2 0 0 0 0 0 0 0 0 7 3:00 PM 0 0 0 0 1 1 1 2 0 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 0 0 3 0 3 1 1 0 0 0 0 0 0 0 8 5:00 PM 0 0 0 0 1 0 2 0 0 0 1 0 0 0 0 0 0 4 6:00 PM 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 4 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 8 1 3 2 2 1 6 7 3 2 0 0 0 0 0 0 7 1 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 1 1 . 3 % 1 8 . 3 % 3 1 . 0 % 2 2 . 5 % 9 . 9 % 4 . 2 % 2 . 8 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 38 . 7 m p h M e a n ( A v e r a g e ) S p e e d 39 . 0 m p h 8 5 t h P e r c e n t i l e 46 . 8 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 53 . 7 m p h P e r c e n t i n P a c e 57 . 8 % Sp e e d S t a t i s t i c s 34 . 0 - 4 4 . 0 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d R a n g e ( m p h ) Mo n d a y , O c t o b e r 2 4 , 2 0 2 2 12 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 0 1 1 0 1 2 1 0 0 0 0 0 0 0 0 6 9:00 AM 0 0 0 0 2 2 0 0 1 0 0 0 0 0 0 0 0 5 10:00 AM 0 0 0 0 0 2 2 1 0 0 0 0 0 0 0 0 0 5 11:00 AM 0 0 0 0 0 0 3 2 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 1:00 PM 0 0 0 0 1 1 3 2 0 2 0 0 0 0 0 0 0 9 2:00 PM 0 0 0 0 0 1 2 1 0 1 0 0 0 0 0 0 0 5 3:00 PM 0 0 0 2 0 3 1 0 2 0 0 0 0 0 0 0 0 8 4:00 PM 0 0 0 0 0 2 3 0 1 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 0 0 2 1 1 2 1 0 0 0 0 0 0 0 0 7 6:00 PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 3 6 1 5 2 2 1 4 6 4 0 0 0 0 0 0 0 7 0 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 4 . 3 % 8 . 6 % 2 1 . 4 % 3 1 . 4 % 2 0 . 0 % 8 . 6 % 5 . 7 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 37 . 8 m p h M e a n ( A v e r a g e ) S p e e d 37 . 6 m p h 8 5 t h P e r c e n t i l e 45 . 0 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 50 . 0 m p h P e r c e n t i n P a c e 57 . 1 4 % Sp e e d R a n g e ( m p h ) Mo n d a y , O c t o b e r 2 4 , 2 0 2 2 32 . 1 - 4 2 . 1 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 13 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 4 3 2 0 0 1 0 0 0 0 0 0 10 8:00 AM 0 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 3 9:00 AM 0 0 0 0 0 1 1 4 0 1 0 0 0 0 0 0 0 7 10:00 AM 0 0 0 0 0 2 2 1 2 0 0 0 0 0 0 0 0 7 11:00 AM 0 0 0 0 0 0 1 0 2 1 0 0 0 0 0 0 0 4 12:00 PM 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 3 1:00 PM 0 0 0 0 0 0 2 1 2 0 0 0 0 0 0 0 0 5 2:00 PM 0 0 0 0 0 1 3 1 1 0 0 0 0 0 0 0 0 6 3:00 PM 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 3 4:00 PM 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 0 0 0 0 0 2 4 0 0 0 0 0 0 0 0 6 7:00 PM 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 3 8:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 1 1 1 5 1 8 1 8 1 3 3 1 0 0 0 0 0 0 7 0 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 1 . 4 % 1 . 4 % 2 1 . 4 % 2 5 . 7 % 2 5 . 7 % 1 8 . 6 % 4 . 3 % 1 . 4 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 7 m p h M e a n ( A v e r a g e ) S p e e d 39 . 8 m p h 8 5 t h P e r c e n t i l e 46 . 4 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 52 . 6 m p h P e r c e n t i n P a c e 61 . 4 % Sp e e d R a n g e ( m p h ) Tu e s d a y , O c t o b e r 2 5 , 2 0 2 2 Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 32 . 8 - 4 2 . 8 14 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 0 0 0 2 0 2 1 0 0 0 0 0 0 0 0 5 9:00 AM 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 5 11:00 AM 0 0 0 0 2 0 3 1 0 0 0 0 0 0 0 0 0 6 12:00 PM 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 4 1:00 PM 0 0 0 0 0 0 4 3 0 0 0 0 0 0 0 0 0 7 2:00 PM 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 4 3:00 PM 0 1 0 0 0 0 4 2 0 1 0 0 0 0 0 0 0 8 4:00 PM 0 0 0 0 0 0 1 2 2 0 0 0 0 0 0 0 0 5 5:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 PM 0 0 0 0 1 1 0 3 0 0 0 0 0 0 0 0 0 5 7:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 1 5 9 1 8 2 1 5 1 0 0 0 0 0 0 0 6 1 Pe r c e n t 0 . 0 % 1 . 6 % 0 . 0 % 1 . 6 % 8 . 2 % 1 4 . 8 % 2 9 . 5 % 3 4 . 4 % 8 . 2 % 1 . 6 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 4 m p h M e a n ( A v e r a g e ) S p e e d 38 . 3 m p h 8 5 t h P e r c e n t i l e 44 . 6 m p h 1 0 m p h P a c e mp h 9 5 t h P e r c e n t i l e 47 . 5 m p h P e r c e n t i n P a c e 65 . 5 7 % Da i l y P e r c e n t i l e S p e e d S u m m a r y Sp e e d S t a t i s t i c s 35 . 7 - 4 5 . 7 Sp e e d R a n g e ( m p h ) Tu e s d a y , O c t o b e r 2 5 , 2 0 2 2 15 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ea s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 1 2 2 1 0 0 0 0 0 0 0 0 0 6 8:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 0 1 1 0 1 2 0 0 0 0 0 0 0 0 0 5 10:00 AM 0 0 0 0 0 1 1 1 2 0 0 0 0 0 0 0 0 5 11:00 AM 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 1:00 PM 0 0 0 0 0 0 2 1 1 0 0 0 0 0 0 0 0 4 2:00 PM 0 0 0 0 0 1 2 1 1 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 0 0 0 1 2 2 1 1 0 0 0 0 0 0 0 7 4:00 PM 0 0 0 0 0 1 2 1 1 0 0 0 0 0 0 0 0 5 5:00 PM 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 1 3 1 0 1 9 1 5 8 1 0 0 0 0 0 0 0 5 7 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 1 . 8 % 5 . 3 % 1 7 . 5 % 3 3 . 3 % 2 6 . 3 % 1 4 . 0 % 1 . 8 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % No t e : A v e r a g e o n l y c o n d s i d e r e d o n d a y s w i t h 2 4 - h o u r s o f d a t a . 5 0 t h P e r c e n t i l e ( M e d i a n ) 39 . 4 m p h M e a n ( A v e r a g e ) S p e e d 39 . 2 m p h 8 5 t h P e r c e n t i l e 46 . 1 m p h 1 0 m p h P a c e 35 . 7 - 4 5 . 7 m p h 9 5 t h P e r c e n t i l e 51 . 2 m p h P e r c e n t i n P a c e 55 . 3 % To t a l S t u d y P e r c e n t i l e S p e e d S u m m a r y To t a l S t u d y S p e e d S t a t i s t i c s Sp e e d R a n g e ( m p h ) To t a l S t u d y A v e r a g e 16 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : C R 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 t o 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 We s t b o u n d To t a l Ti m e 0 - 1 0 1 0 - 1 5 1 5 - 2 0 2 0 - 2 5 2 5 - 3 0 3 0 - 3 5 3 5 - 4 0 4 0 - 4 5 4 5 - 5 0 5 0 - 5 5 5 5 - 6 0 6 0 - 6 5 6 5 - 7 0 7 0 - 7 5 7 5 - 8 0 8 0 - 8 5 8 5 + V o l u m e 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 8:00 AM 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 4 9:00 AM 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 4 10:00 AM 0 0 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 0 0 0 0 1 2 1 0 1 0 0 0 0 0 0 0 5 1:00 PM 0 0 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 4 2:00 PM 0 0 0 0 1 1 2 1 1 0 0 0 0 0 0 0 0 6 3:00 PM 0 0 0 1 1 2 2 1 0 1 0 0 0 0 0 0 0 8 4:00 PM 0 0 0 0 0 2 2 2 2 0 0 0 0 0 0 0 0 8 5:00 PM 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 5 6:00 PM 0 0 0 0 1 1 2 1 0 0 0 0 0 0 0 0 0 5 7:00 PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 1 4 1 5 2 2 1 4 6 2 0 0 0 0 0 0 0 6 4 Pe r c e n t 0 . 0 % 0 . 0 % 0 . 0 % 1 . 6 % 6 . 3 % 2 3 . 4 % 3 4 . 4 % 2 1 . 9 % 9 . 4 % 3 . 1 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % 0 . 0 % No t e : A v e r a g e o n l y c o n d s i d e r e d o n d a y s w i t h 2 4 - h o u r s o f d a t a . 5 0 t h P e r c e n t i l e ( M e d i a n ) 37 . 9 m p h M e a n ( A v e r a g e ) S p e e d 37 . 7 m p h 8 5 t h P e r c e n t i l e 44 . 4 m p h 1 0 m p h P a c e 32 . 5 - 4 2 . 5 m p h 9 5 t h P e r c e n t i l e 48 . 4 m p h P e r c e n t i n P a c e 59 . 1 % To t a l S t u d y P e r c e n t i l e S p e e d S u m m a r y To t a l S t u d y S p e e d S t a t i s t i c s Sp e e d R a n g e ( m p h ) To t a l S t u d y A v e r a g e 17 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Lo c a t i o n : CR 1 1 5 E / O C R 1 2 0 Da t e R a n g e : 1 0 / 1 9 / 2 0 2 2 - 1 0 / 2 5 / 2 0 2 2 Si t e C o d e : 0 2 Ti m e E B W B T o t a l E B W B T o t a l E B W B T o t a l E B W B T o t a l E B W B T o t a l E B W B T o t a l E B W B T o t a l E B W B T o t a l 12:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 4 1 5 0 0 0 0 0 0 1:00 AM 0 0 0 1 0 1 1 0 1 1 0 1 0 1 1 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 1 1 0 0 0 5:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 1 0 1 0 1 1 0 0 0 0 0 0 6:00 AM 0 0 0 2 1 3 1 2 3 2 1 3 0 0 0 2 1 3 2 2 4 1 1 2 7:00 AM 0 0 0 8 4 1 2 1 4 7 2 1 0 1 1 1 1 2 9 3 1 2 1 0 2 1 2 6 2 8 8:00 AM 0 0 0 8 6 1 4 7 4 1 1 4 3 7 1 3 4 3 6 9 3 5 8 4 4 7 9:00 AM 0 0 0 1 0 7 1 7 7 6 1 3 6 5 1 1 6 3 9 3 5 8 7 2 9 6 3 9 10:00 AM 0 0 0 6 2 8 5 5 1 0 1 1 8 1 9 2 0 2 4 5 9 7 5 1 2 4 2 7 11:00 AM 0 0 0 9 8 1 7 2 2 4 4 7 1 1 3 4 7 5 5 1 0 4 6 1 0 4 5 9 12:00 PM 0 0 0 6 7 1 3 5 6 1 1 7 1 0 1 7 2 7 9 6 2 8 3 4 7 3 4 7 1:00 PM 0 0 0 6 9 1 5 1 0 6 1 6 6 2 8 5 4 9 1 9 1 0 5 7 1 2 4 5 9 2:00 PM 1 5 6 4 9 1 3 6 8 1 4 4 6 1 0 3 3 6 7 5 1 2 6 4 1 0 4 6 1 0 3:00 PM 5 3 8 9 9 1 8 1 2 9 2 1 4 1 0 1 4 5 2 7 5 8 1 3 3 8 1 1 6 7 1 2 4:00 PM 4 1 3 1 7 7 1 3 2 0 6 9 1 5 6 1 4 2 0 2 2 4 8 6 1 4 3 5 8 5 1 0 1 5 5:00 PM 1 1 3 1 4 8 1 2 2 0 6 6 1 2 6 6 1 2 0 1 1 4 7 1 1 4 1 5 8 5 1 3 6:00 PM 3 4 7 3 7 1 0 2 7 9 5 6 1 1 3 2 5 3 2 5 6 5 1 1 4 5 9 7:00 PM 2 2 4 3 2 5 1 2 3 1 3 4 1 1 2 4 0 4 3 2 5 3 2 5 8:00 PM 1 1 2 2 1 3 1 1 2 2 1 3 0 2 2 0 2 2 1 1 2 1 1 2 9:00 PM 1 0 1 0 2 2 3 1 4 3 1 4 4 2 6 1 0 1 2 0 2 1 1 2 10:00 PM 0 0 0 1 0 1 1 1 2 0 1 1 0 2 2 0 0 0 1 1 2 1 0 1 11:00 PM 2 2 4 0 0 0 0 0 0 0 0 0 1 2 3 1 1 2 0 0 0 1 1 1 To t a l 3 0 3 3 6 3 9 4 1 0 1 1 9 5 9 0 8 2 1 7 2 7 2 8 5 1 5 7 4 1 4 2 8 3 7 1 7 0 1 4 1 7 0 6 1 1 3 1 6 5 6 5 1 3 0 Pe r c e n t 4 8 % 5 2 % - 48 % 5 2 % - 52 % 4 8 % - 46 % 5 4 % - 49 % 5 1 % - 50 % 5 0 % - 53 % 4 7 % - 50 % 5 0 % - 1. M i d - w e e k a v e r a g e i n c l u d e s d a t a b e t w e e n T u e s d a y a n d T h u r s d a y . 10 / 2 5 / 2 0 2 2 10 / 2 4 / 2 0 2 2 10 / 2 3 / 2 0 2 2 10 / 2 2 / 2 0 2 2 We d n e s d a y Th u r s d a y Fr i d a y 10 / 2 0 / 2 0 2 2 10 / 1 9 / 2 0 2 2 Mi d - W e e k A v e r a g e 10 / 2 1 / 2 0 2 2 Sa t u r d a y Su n d a y Mo n d a y Tu e s d a y 1 TJ W e t h i n g t o n 72 0 - 6 4 6 - 1 0 0 8 tj . w e t h i n g t o n @ i d a x d a t a . c o m Full Time Full Time Seasonal Seasonal Part Time Part Time Total FT + Seasonal Total Tuhaye SVR 1.386 75 SVR Employee Housing 58 87 # Non-SVR Employee Living on Site 26 49 Total People Comuting to and from work 75 Assuming fullt ime employees get housing priority housing, 76 full-time employees get housing, 11 part-time employees get housing, and all 23 part time employees don’t get housing. 64% live on site and 36% live off site. SVR On-Site Employee Calculations On Site Employee Housing Units Assume 58 of 75 Housing Units are for SVR Employees Assume 1.5 employees per housing unit 113 # SVR Employees Living off-site # SVR Employees Living on Site # Dwelling Units 800 577 % Difference 124 61 38 223 Tuhaye Employee Count SVR Employee Count 76 37 23 136 Kd 0D[7LPH7LPLQJ6KHH ϬϴϮͺϬϬϲ͘ϲϲΛDͺZĚ $GPLQLVWUDWLRQ 8QLW,QIRUPDWLRQ &RQWUROOHU,'ϭϲ 0DLQ6W^,ϴϮ 6LGH6WDZĚ $GDSWHU ,3$GGUHVV 6XEQHW0DVN 'HIDXOW*DWHZD\ $53 '+&3 ŝƐĂďůĞ ŝƐĂďůĞ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Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.865 0.850 0.997 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3529 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3529 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 2 0 20 29 0 4 945 0 45 2063 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 66.8%ICU Level of Service C Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 2 18 0 27 4 854 16 41 1898 0 Future Vol, veh/h 0 0 2 18 0 27 4 854 16 41 1898 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 0 0 2 20 0 29 4 928 17 45 2063 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2625 3106 1032 2067 3098 473 2063 0 0 945 0 0 Stage 1 2153 2153 - 945 945 ------- Stage 2 472 953 - 1122 2153 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 12 11 230 31 12 538 267 - - 722 - - Stage 1 49 86 - 282 339 ------- Stage 2 542 336 - 219 86 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 11 10 230 29 11 538 267 - - 722 - - Mov Cap-2 Maneuver 11 10 - 29 11 ------- Stage 1 48 81 - 278 334 ------- Stage 2 505 331 - 203 81 ------- Approach EB WB NB SB HCM Control Delay, s 20.8 112.6 0.1 0.2 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)267 - - 230 29 538 722 - - HCM Lane V/C Ratio 0.016 - - 0.009 0.675 0.055 0.062 - - HCM Control Delay (s) 18.7 - - 20.8 263.4 12.1 10.3 - - HCM Lane LOS C - - C F B B - - HCM 95th %tile Q(veh) 0.1 - - 0 2.2 0.2 0.2 - - 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 14 0080000000 Future Volume (vph)0 14 0080000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 15 0090000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0140080000000 Future Vol, veh/h 0 14 0080000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 0150090000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 9 0 0 15 0 0 24 24 15 24 24 9 Stage 1 ------1515-99- Stage 2 ------99-1515- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1611 - - 1603 - - 987 869 1065 987 869 1073 Stage 1 ------1005 883 - 1012 888 - Stage 2 ------1012 888 - 1005 883 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1611 - - 1603 - - 987 869 1065 987 869 1073 Mov Cap-2 Maneuver ------987869-987869- Stage 1 ------1005 883 - 1012 888 - Stage 2 ------1012 888 - 1005 883 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1611 - - 1603 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 14 0080000000 Future Volume (vph)0 14 0080000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 15 0090000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0140080000000 Future Vol, veh/h 0 14 0080000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 0150090000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 9 0 0 15 0 0 24 24 15 24 24 9 Stage 1 ------1515-99- Stage 2 ------99-1515- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1611 - - 1603 - - 987 869 1065 987 869 1073 Stage 1 ------1005 883 - 1012 888 - Stage 2 ------1012 888 - 1005 883 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1611 - - 1603 - - 987 869 1065 987 869 1073 Mov Cap-2 Maneuver ------987869-987869- Stage 1 ------1005 883 - 1012 888 - Stage 2 ------1012 888 - 1005 883 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1611 - - 1603 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 4: SH 82 & CR 154 /CR 114 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)20 43 185 85 58 84 61 627 35 193 1657 52 Future Volume (vph)20 43 185 85 58 84 61 627 35 193 1657 52 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 60 150 Storage Lanes 0 1 0 1 1 1 1 1 Taper Length (ft)25 25 145 130 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.984 0.971 0.950 0.950 Satd. Flow (prot)0 1833 1583 0 1809 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.628 0.778 0.950 0.950 Satd. Flow (perm)0 1170 1583 0 1449 1583 1770 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)126 91 80 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 265 Travel Time (s)22.9 2.9 6.7 3.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 69 201 0 155 91 66 682 38 210 1801 57 Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 8 2 6 Detector Phase 484848162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)21.3 21.8 21.8 21.3 10.7 112.0 114.6 13.2 114.6 112.0 Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.06 0.66 0.67 0.08 0.67 0.66 v/c Ratio 0.47 0.64 0.84 0.33 0.59 0.29 0.03 1.53 0.76 0.05 Control Delay 79.8 36.1 105.7 14.5 99.3 12.7 0.1 318.0 21.5 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.8 36.1 105.7 14.5 99.3 12.7 0.1 318.0 21.5 0.9 LOS E D F B F B A F C A Approach Delay 47.3 72.0 19.3 51.1 Approach LOS D E B D Queue Length 50th (ft)72 78 169 0 73 160 0 ~346 697 0 Queue Length 95th (ft)130 172 #286 57 129 194 0 #526 789 8 Internal Link Dist (ft)926 70 460 185 4: SH 82 & CR 154 /CR 114 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 60 150 Base Capacity (vph)158 327 200 292 119 2331 1093 137 2384 1070 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.44 0.61 0.78 0.31 0.55 0.29 0.03 1.53 0.76 0.05 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.53 Intersection Signal Delay: 44.9 Intersection LOS: D Intersection Capacity Utilization 84.8%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)11 144 117 8 180 2 40 05028 Future Volume (vph)11 144 117 8 180 2 40 05028 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 505 105 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.942 0.999 0.967 0.890 Flt Protected 0.998 0.998 0.950 0.962 Satd. Flow (prot)0 1751 0 0 3529 0 1681 1646 0 0 1658 0 Flt Permitted 0.998 0.998 0.950 0.962 Satd. Flow (perm)0 1751 0 0 3529 0 1681 1646 0 0 1658 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 1837 1037 952 Travel Time (s)2.9 35.8 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)43% Lane Group Flow (vph) 0 296 0 0 207 0 25 23 0 0 11 0 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 38.5%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 11144117818024005028 Future Vol, veh/h 11 144 117 8 180 2 40 05028 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length -----505105----- 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 22222222222 Mvmt Flow 12157127919624305029 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 198 0 0 284 0 0 362 461 221 462 523 99 Stage 1 ------245245-215215- Stage 2 ------117216-247308- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.135.53-6.535.53- Critical Hdwy Stg 2 ------6.535.53-6.135.53- Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1373 - - 1277 - - 581 497 818 496 458 938 Stage 1 ------758703-768724- Stage 2 ------876723-756660- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1373 - - 1277 - - 565 488 818 486 449 938 Mov Cap-2 Maneuver ------565488-486449- Stage 1 ------750695-760718- Stage 2 ------858717-743653- Approach EB WB NB SB HCM Control Delay, s 0.3 0.3 11.4 9.7 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)565 617 1373 - - 1277 - - 770 HCM Lane V/C Ratio 0.051 0.032 0.009 - - 0.007 - - 0.014 HCM Control Delay (s) 11.7 11 7.6 0 - 7.8 0 - 9.7 HCM Lane LOS BBAA -AA -A HCM 95th %tile Q(veh) 0.2 0.1 0 - - 0 - - 0 6: CR 114 /CR 114 & CMC West Access 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)18 3 40 53 1 45 Future Volume (vph)18 3 40 53 1 45 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.982 0.850 Flt Protected 0.958 0.999 Satd. Flow (prot)1752 0 1863 1583 0 1861 Flt Permitted 0.958 0.999 Satd. Flow (perm)1752 0 1863 1583 0 1861 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 23 0 43 58 0 50 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 13.3%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 3 40 53 1 45 Future Vol, veh/h 18 3 40 53 1 45 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 20 3 43 58 1 49 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 94 43 0 0 101 0 Stage 1 43 ----- Stage 2 51 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 906 1027 - - 1491 - Stage 1 979 ----- Stage 2 971 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 905 1027 - - 1491 - Mov Cap-2 Maneuver 905 ----- Stage 1 978 ----- Stage 2 971 ----- Approach WB NB SB HCM Control Delay, s 9 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 921 1491 - HCM Lane V/C Ratio - - 0.025 0.001 - HCM Control Delay (s) - - 9 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - 7: CMC East Access & CR 114/CR 114 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)12 5 0 69 1 1 Future Volume (vph)12 5 0 69 1 1 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.962 0.932 Flt Protected 0.976 Satd. Flow (prot)1792 0 0 1863 1694 0 Flt Permitted 0.976 Satd. Flow (perm)1792 0 0 1863 1694 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 18 0 0 75 2 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 13.6% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2023 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 12 5 0 69 1 1 Future Vol, veh/h 12 5 0 69 1 1 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 13 5 0 75 1 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 18 0 91 16 Stage 1 - - - - 16 - Stage 2 - - - - 75 - 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 - - 1599 - 909 1063 Stage 1 - - - - 1007 - Stage 2 - - - - 948 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1599 - 909 1063 Mov Cap-2 Maneuver - - - - 909 - Stage 1 - - - - 1007 - Stage 2 - - - - 948 - Approach EB WB NB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)980 - - 1599 - HCM Lane V/C Ratio 0.002 ---- HCM Control Delay (s) 8.7 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - 1: SH 82 & Commercial Access /CR 115 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)003704432090 12 15 792 0 Future Volume (vph)003704432090 12 15 792 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.865 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph)030848032285 0 16 861 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 70.6%ICU Level of Service C Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 003704432090 12 15 792 0 Future Vol, veh/h 0 03704432090 12 15 792 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 003804832272 13 16 861 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2035 3184 431 2748 3178 1143 861 0 0 2285 0 0 Stage 1 893 893 - 2285 2285 ------- Stage 2 1142 2291 - 463 893 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 33 10 573 9 10 194 776 - - 218 - - Stage 1 303 358 - 40 74 ------- Stage 2 213 73 - 548 358 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 23 9 573 8 9 194 776 - - 218 - - Mov Cap-2 Maneuver 23 9 - 8 9 ------- Stage 1 302 332 - 40 74 ------- Stage 2 160 73 - 505 332 ------- Approach EB WB NB SB HCM Control Delay, s 11.3 146.6 0 0.4 HCM LOS B F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)776 - - 573 8 194 218 - - HCM Lane V/C Ratio 0.004 - - 0.006 0.951 0.247 0.075 - - HCM Control Delay (s) 9.7 - - 11.3 $ 883 29.5 22.8 - - HCM Lane LOS A - - B F D C - - HCM 95th %tile Q(veh) 0 - - 0 1.7 0.9 0.2 - - 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 12 0 0 13 0000000 Future Volume (vph)0 12 0 0 13 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 13 0 0 14 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01200130000000 Future Vol, veh/h 0 12 0 0 13 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01300140000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 14 0 0 13 0 0 27 27 13 27 27 14 Stage 1 ------1313-1414- Stage 2 ------1414-1313- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1604 - - 1606 - - 983 866 1067 983 866 1066 Stage 1 ------1007 885 - 1006 884 - Stage 2 ------1006 884 - 1007 885 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1604 - - 1606 - - 983 866 1067 983 866 1066 Mov Cap-2 Maneuver ------983866-983866- Stage 1 ------1007 885 - 1006 884 - Stage 2 ------1006 884 - 1007 885 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1604 - - 1606 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 12 0 0 13 0000000 Future Volume (vph)0 12 0 0 13 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 13 0 0 14 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01200130000000 Future Vol, veh/h 0 12 0 0 13 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01300140000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 14 0 0 13 0 0 27 27 13 27 27 14 Stage 1 ------1313-1414- Stage 2 ------1414-1313- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1604 - - 1606 - - 983 866 1067 983 866 1066 Stage 1 ------1007 885 - 1006 884 - Stage 2 ------1006 884 - 1007 885 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1604 - - 1606 - - 983 866 1067 983 866 1066 Mov Cap-2 Maneuver ------983866-983866- Stage 1 ------1007 885 - 1006 884 - Stage 2 ------1006 884 - 1007 885 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1604 - - 1606 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 4: SH 82 & CR 154 /CR 114 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 50 63 78 48 267 130 1788 77 99 747 27 Future Volume (vph)40 50 63 78 48 267 130 1788 77 99 747 27 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 60 150 Storage Lanes 0 1 0 1 1 1 1 1 Taper Length (ft)25 25 145 130 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.978 0.970 0.950 0.950 Satd. Flow (prot)0 1822 1583 0 1807 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.589 0.706 0.950 0.950 Satd. Flow (perm)0 1097 1583 0 1315 1583 1770 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)87 119 80 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 265 Travel Time (s)22.9 2.9 6.7 3.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 97 68 0 137 290 141 1943 84 108 812 29 Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 8 2 6 Detector Phase 484848162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)22.0 22.5 22.5 22.0 12.5 112.6 112.0 11.9 112.0 112.6 Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.07 0.66 0.66 0.07 0.66 0.66 v/c Ratio 0.68 0.24 0.79 0.94 1.09 0.83 0.08 0.88 0.35 0.03 Control Delay 94.6 7.8 100.7 79.9 173.1 25.7 2.3 129.5 13.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 94.6 7.8 100.7 79.9 173.1 25.7 2.3 129.5 13.3 0.0 LOS F A F E F C A F B A Approach Delay 58.9 86.6 34.3 26.2 Approach LOS E F C C Queue Length 50th (ft)104 0 149 199 ~187 820 1 122 200 0 Queue Length 95th (ft)#186 30 #259 #384 #342 925 22 #249 238 0 Internal Link Dist (ft)926 70 460 185 4: SH 82 & CR 154 /CR 114 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 60 150 Base Capacity (vph)148 293 181 317 129 2344 1070 123 2331 1075 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.66 0.23 0.76 0.91 1.09 0.83 0.08 0.88 0.35 0.03 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.09 Intersection Signal Delay: 39.4 Intersection LOS: D Intersection Capacity Utilization 94.3%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)13 110 102 4 290 2 84 2 10 1 2 18 Future Volume (vph)13 110 102 4 290 2 84 2 10 1 2 18 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 505 105 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.939 0.999 0.968 0.883 Flt Protected 0.997 0.999 0.950 0.964 0.998 Satd. Flow (prot)0 1744 0 0 3532 0 1681 1651 0 0 1642 0 Flt Permitted 0.997 0.999 0.950 0.964 0.998 Satd. Flow (perm)0 1744 0 0 3532 0 1681 1651 0 0 1642 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 1837 1037 952 Travel Time (s)2.9 35.8 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)42% Lane Group Flow (vph) 0 245 0 0 321 0 53 51 0 0 23 0 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 39.4%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 13 110 102 4 290 2 84 2 10 1 2 18 Future Vol, veh/h 13 110 102 4 290 2 84 2 10 1 2 18 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length -----505105----- 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 22222222222 Mvmt Flow 14 120 111 4 315 2 91 2 11 1 2 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 317 0 0 231 0 0 371 529 176 534 583 159 Stage 1 ------204204-324324- Stage 2 ------167325-210259- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.135.53-6.535.53- Critical Hdwy Stg 2 ------6.535.53-6.135.53- Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1241 - - 1335 - - 573 454 867 443 423 859 Stage 1 ------797732-663649- Stage 2 ------819648-791693- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1241 - - 1335 - - 551 446 867 430 416 859 Mov Cap-2 Maneuver ------551446-430416- Stage 1 ------787722-654646- Stage 2 ------794645-769684- Approach EB WB NB SB HCM Control Delay, s 0.5 0.1 12 10 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)551 598 1241 - - 1335 - - 748 HCM Lane V/C Ratio 0.11 0.073 0.011 - - 0.003 - - 0.031 HCM Control Delay (s) 12.3 11.5 7.9 0 - 7.7 0 - 10 HCM Lane LOS BBAA -AA -B HCM 95th %tile Q(veh) 0.4 0.2 0 - - 0 - - 0.1 6: CR 114 /CR 114 & CMC West Access 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)36 2 79 43 4 64 Future Volume (vph)36 2 79 43 4 64 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.850 Flt Protected 0.955 0.997 Satd. Flow (prot)1766 0 1863 1583 0 1857 Flt Permitted 0.955 0.997 Satd. Flow (perm)1766 0 1863 1583 0 1857 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 41 0 86 47 0 74 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 16.6%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 36 2 79 43 4 64 Future Vol, veh/h 36 2 79 43 4 64 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 39 2 86 47 4 70 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 164 86 0 0 133 0 Stage 1 86 ----- Stage 2 78 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 827 973 - - 1452 - Stage 1 937 ----- Stage 2 945 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 825 973 - - 1452 - Mov Cap-2 Maneuver 825 ----- Stage 1 934 ----- Stage 2 945 ----- Approach WB NB SB HCM Control Delay, s 9.6 0 0.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 832 1452 - HCM Lane V/C Ratio - - 0.05 0.003 - HCM Control Delay (s) - - 9.6 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - 7: CMC East Access & CR 114/CR 114 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)53 22 5 27 16 4 Future Volume (vph)53 22 5 27 16 4 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.960 0.974 Flt Protected 0.993 0.961 Satd. Flow (prot)1788 0 0 1850 1744 0 Flt Permitted 0.993 0.961 Satd. Flow (perm)1788 0 0 1850 1744 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 82 0 0 34 21 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 15.7% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2023 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 53 22 5 27 16 4 Future Vol, veh/h 53 22 5 27 16 4 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 58 24 5 29 17 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 82 0 109 70 Stage 1 - - - - 70 - Stage 2 - - - - 39 - 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 - - 1515 - 888 993 Stage 1 - - - - 953 - Stage 2 - - - - 983 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1515 - 885 993 Mov Cap-2 Maneuver - - - - 885 - Stage 1 - - - - 950 - Stage 2 - - - - 983 - Approach EB WB NB HCM Control Delay, s 0 1.2 9.1 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)905 - - 1515 - HCM Lane V/C Ratio 0.024 - - 0.004 - HCM Control Delay (s) 9.1 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 1: SH 82 & Commercial Access /CR 115 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)10000204995488430 Future Volume (vph)10000204995488430 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1770 0 1863 1583 0 1770 3536 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1770 0 1863 1583 0 1770 3536 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph)010022041086 0 9 916 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 37.6%ICU Level of Service A Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 10000204995488430 Future Vol, veh/h 1 0000204995488430 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 100002241082 4 9 916 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1483 2028 458 1568 2026 543 916 0 0 1086 0 0 Stage 1 934 934 - 1092 1092 ------- Stage 2 549 1094 - 476 934 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 87 57 550 75 57 484 740 - - 638 - - Stage 1 286 343 - 229 289 ------- Stage 2 488 288 - 539 343 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 82 56 550 74 56 484 740 - - 638 - - Mov Cap-2 Maneuver 82 56 - 74 56 ------- Stage 1 285 338 - 228 288 ------- Stage 2 464 287 - 531 338 ------- Approach EB WB NB SB HCM Control Delay, s 49.5 12.8 0 0.1 HCM LOS E B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)740 - - 82 - 484 638 - - HCM Lane V/C Ratio 0.006 - - 0.013 - 0.045 0.014 - - HCM Control Delay (s) 9.9 - - 49.5 0 12.8 10.7 - - HCM Lane LOS A - -EABB - - HCM 95th %tile Q(veh) 0 - - 0 - 0.1 0 - - 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 11 0 0 14 0000000 Future Volume (vph)0 11 0 0 14 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 12 0 0 15 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01100140000000 Future Vol, veh/h 0 11 0 0 14 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01200150000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 15 0 0 12 0 0 27 27 12 27 27 15 Stage 1 ------1212-1515- Stage 2 ------1515-1212- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1603 - - 1607 - - 983 866 1069 983 866 1065 Stage 1 ------1009 886 - 1005 883 - Stage 2 ------1005 883 - 1009 886 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1603 - - 1607 - - 983 866 1069 983 866 1065 Mov Cap-2 Maneuver ------983866-983866- Stage 1 ------1009 886 - 1005 883 - Stage 2 ------1005 883 - 1009 886 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1603 - - 1607 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 11 0 0 14 0000000 Future Volume (vph)0 11 0 0 14 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 12 0 0 15 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01100140000000 Future Vol, veh/h 0 11 0 0 14 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01200150000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 15 0 0 12 0 0 27 27 12 27 27 15 Stage 1 ------1212-1515- Stage 2 ------1515-1212- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1603 - - 1607 - - 983 866 1069 983 866 1065 Stage 1 ------1009 886 - 1005 883 - Stage 2 ------1005 883 - 1009 886 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1603 - - 1607 - - 983 866 1069 983 866 1065 Mov Cap-2 Maneuver ------983866-983866- Stage 1 ------1009 886 - 1005 883 - Stage 2 ------1005 883 - 1009 886 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1603 - - 1607 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 4: SH 82 & CR 154 /CR 114 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)22 16 54 63 24 178 66 735 72 134 709 26 Future Volume (vph)22 16 54 63 24 178 66 735 72 134 709 26 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 60 150 Storage Lanes 0 1 0 1 1 1 1 1 Taper Length (ft)25 25 145 130 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.972 0.965 0.950 0.950 Satd. Flow (prot)0 1811 1583 0 1798 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.682 0.760 0.950 0.950 Satd. Flow (perm)0 1270 1583 0 1416 1583 1770 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)87 193 80 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 265 Travel Time (s)22.9 2.9 6.7 3.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 41 59 0 94 193 72 799 78 146 771 28 Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 8 2 6 Detector Phase 484848162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)17.2 17.7 17.7 17.2 11.9 112.0 117.4 17.3 117.4 112.0 Actuated g/C Ratio 0.10 0.10 0.10 0.10 0.07 0.66 0.69 0.10 0.69 0.66 v/c Ratio 0.32 0.24 0.64 0.58 0.58 0.34 0.07 0.81 0.32 0.03 Control Delay 76.1 6.1 91.8 15.3 95.1 13.3 1.9 103.7 11.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.1 6.1 91.8 15.3 95.1 13.3 1.9 103.7 11.3 0.0 LOS E A F B F B A F B A Approach Delay 34.8 40.3 18.5 25.2 Approach LOS C D B C Queue Length 50th (ft)43 0 102 0 79 196 0 162 172 0 Queue Length 95th (ft)84 18 164 79 #143 233 19 #353 223 0 Internal Link Dist (ft)926 70 460 185 4: SH 82 & CR 154 /CR 114 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 60 150 Base Capacity (vph)171 293 195 381 130 2331 1118 180 2443 1070 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.24 0.20 0.48 0.51 0.55 0.34 0.07 0.81 0.32 0.03 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 24.8 Intersection LOS: C Intersection Capacity Utilization 59.7%ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)3 147 73 1 220 1 32 14004 Future Volume (vph)3 147 73 1 220 1 32 14004 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 505 105 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.956 0.999 0.970 0.865 Flt Protected 0.999 0.950 0.964 Satd. Flow (prot)0 1779 0 0 3536 0 1681 1655 0 0 1611 0 Flt Permitted 0.999 0.950 0.964 Satd. Flow (perm)0 1779 0 0 3536 0 1681 1655 0 0 1611 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 1837 1037 952 Travel Time (s)2.9 35.8 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)42% Lane Group Flow (vph) 0 242 0 0 241 0 20 20 0040 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 29.1%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 314773122013214004 Future Vol, veh/h 3 147 73 1 220 1 32 14004 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length -----505105----- 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 22222222222 Mvmt Flow 316079123913514004 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 240 0 0 239 0 0 328 448 200 450 487 120 Stage 1 ------206206-242242- Stage 2 ------122242-208245- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.135.53-6.535.53- Critical Hdwy Stg 2 ------6.535.53-6.135.53- Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1325 - - 1326 - - 613 505 840 506 480 909 Stage 1 ------795731-741705- Stage 2 ------870705-793703- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1325 - - 1326 - - 608 503 840 501 478 909 Mov Cap-2 Maneuver ------608503-501478- Stage 1 ------793729-739704- Stage 2 ------865704-785701- Approach EB WB NB SB HCM Control Delay, s 0.1 0 11 9 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)608 645 1325 - - 1326 - - 909 HCM Lane V/C Ratio 0.038 0.026 0.002 - - 0.001 - - 0.005 HCM Control Delay (s) 11.2 10.7 7.7 0 - 7.7 0 - 9 HCM Lane LOS BBAA -AA -A HCM 95th %tile Q(veh) 0.1 0.1 0 - - 0 - - 0 6: CR 114 /CR 114 & CMC West Access 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)41 18 104 35 6 133 Future Volume (vph)41 18 104 35 6 133 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.958 0.850 Flt Protected 0.967 0.998 Satd. Flow (prot)1726 0 1863 1583 0 1859 Flt Permitted 0.967 0.998 Satd. Flow (perm)1726 0 1863 1583 0 1859 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 65 0 113 38 0 152 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 21.9%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 41 18 104 35 6 133 Future Vol, veh/h 41 18 104 35 6 133 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 45 20 113 38 7 145 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 272 113 0 0 151 0 Stage 1 113 ----- Stage 2 159 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 717 940 - - 1430 - Stage 1 912 ----- Stage 2 870 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 713 940 - - 1430 - Mov Cap-2 Maneuver 713 ----- Stage 1 907 ----- Stage 2 870 ----- Approach WB NB SB HCM Control Delay, s 10.1 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 770 1430 - HCM Lane V/C Ratio - - 0.083 0.005 - HCM Control Delay (s) - - 10.1 7.5 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.3 0 - 7: CMC East Access & CR 114/CR 114 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)30 17 0 32 22 0 Future Volume (vph)30 17 0 32 22 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.952 Flt Protected 0.950 Satd. Flow (prot)1773 0 0 1863 1770 0 Flt Permitted 0.950 Satd. Flow (perm)1773 0 0 1863 1770 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 51 0 0 35 24 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2023 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 30 17 0 32 22 0 Future Vol, veh/h 30 17 0 32 22 0 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 33 18 0 35 24 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 51 0 77 42 Stage 1 - - - - 42 - Stage 2 - - - - 35 - 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 - - 1555 - 926 1029 Stage 1 - - - - 980 - Stage 2 - - - - 987 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1555 - 926 1029 Mov Cap-2 Maneuver - - - - 926 - Stage 1 - - - - 980 - Stage 2 - - - - 987 - 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)926 - - 1555 - HCM Lane V/C Ratio 0.026 ---- HCM Control Delay (s) 9 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 1: SH 82 & Commercial Access /CR 115 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 3 23 0 34 5 1092 20 52 2425 0 Future Volume (vph)0 0 3 23 0 34 5 1092 20 52 2425 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.865 0.850 0.997 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3529 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3529 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 25 37 0 5 1209 0 57 2636 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 81.6%ICU Level of Service D Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 9.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 3 23 0 34 5 1092 20 52 2425 0 Future Vol, veh/h 0 0 3 23 0 34 5 1092 20 52 2425 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 0 0 3 25 0 37 5 1187 22 57 2636 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 3354 3969 1318 2640 3958 605 2636 0 0 1209 0 0 Stage 1 2750 2750 - 1208 1208 ------- Stage 2 604 1219 - 1432 2750 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 3 3 148 ~ 11 3 441 158 - - 573 - - Stage 1 20 42 - 194 254 ------- Stage 2 452 251 - 141 42 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 2 3 148 ~ 10 3 441 158 - - 573 - - Mov Cap-2 Maneuver 2 3 - ~ 10 3 ------- Stage 1 19 38 - 188 246 ------- Stage 2 401 243 - 124 38 ------- Approach EB WB NB SB HCM Control Delay, s 29.9 $ 582.4 0.1 0.3 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)158 - - 148 10 441 573 - - HCM Lane V/C Ratio 0.034 - - 0.022 2.5 0.084 0.099 - - HCM Control Delay (s) 28.6 - - 29.9$ 1422.9 13.9 12 - - HCM Lane LOS D - - D F B B - - HCM 95th %tile Q(veh) 0.1 - - 0.1 4.1 0.3 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 17 0 0 10 0000000 Future Volume (vph)0 17 0 0 10 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 18 0 0 11 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01700100000000 Future Vol, veh/h 0 17 0 0 10 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01800110000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 11 0 0 18 0 0 29 29 18 29 29 11 Stage 1 ------1818-1111- Stage 2 ------1111-1818- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1608 - - 1599 - - 980 864 1061 980 864 1070 Stage 1 ------1001 880 - 1010 886 - Stage 2 ------1010 886 - 1001 880 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1608 - - 1599 - - 980 864 1061 980 864 1070 Mov Cap-2 Maneuver ------980864-980864- Stage 1 ------1001 880 - 1010 886 - Stage 2 ------1010 886 - 1001 880 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1608 - - 1599 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 17 0 0 10 0000000 Future Volume (vph)0 17 0 0 10 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 18 0 0 11 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01700100000000 Future Vol, veh/h 0 17 0 0 10 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01800110000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 11 0 0 18 0 0 29 29 18 29 29 11 Stage 1 ------1818-1111- Stage 2 ------1111-1818- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1608 - - 1599 - - 980 864 1061 980 864 1070 Stage 1 ------1001 880 - 1010 886 - Stage 2 ------1010 886 - 1001 880 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1608 - - 1599 - - 980 864 1061 980 864 1070 Mov Cap-2 Maneuver ------980864-980864- Stage 1 ------1001 880 - 1010 886 - Stage 2 ------1010 886 - 1001 880 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1608 - - 1599 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 4: SH 82 & CR 154 /CR 114 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)25 53 230 106 70 104 75 801 44 240 2118 64 Future Volume (vph)25 53 230 106 70 104 75 801 44 240 2118 64 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 800 150 Storage Lanes 0 1 1 1 1 1 2 1 Taper Length (ft)25 25 145 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot)0 1833 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583 Flt Permitted 0.867 0.687 0.950 0.950 Satd. Flow (perm)0 1615 1583 1280 1863 1583 1770 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)110 132 80 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 1032 Travel Time (s)22.9 2.9 6.7 12.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 85 250 115 76 113 82 871 48 261 2302 70 Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 Free 2 6 Detector Phase 48484 162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)20.0 20.5 20.0 20.5 170.0 11.4 112.0 115.1 14.5 115.1 112.0 Actuated g/C Ratio 0.12 0.12 0.12 0.12 1.00 0.07 0.66 0.68 0.09 0.68 0.66 v/c Ratio 0.45 0.87 0.76 0.34 0.07 0.69 0.37 0.04 0.89 0.96 0.07 Control Delay 76.6 68.3 102.3 71.7 0.1 105.9 13.7 0.5 105.3 37.4 1.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.6 68.3 102.3 71.7 0.1 105.9 13.7 0.5 105.3 37.4 1.5 LOS EEFEAFBAFDA Approach Delay 70.4 56.7 20.6 43.2 Approach LOS E E C D Queue Length 50th (ft)88 157 124 78 0 91 220 0 ~167 1252 0 Queue Length 95th (ft)150 #295 #206 134 0 #176 259 4 #272 #1496 15 Internal Link Dist (ft)926 70 460 952 4: SH 82 & CR 154 /CR 114 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 800 150 Base Capacity (vph)218 313 173 257 1583 122 2331 1097 292 2395 1070 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.39 0.80 0.66 0.30 0.07 0.67 0.37 0.04 0.89 0.96 0.07 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 41.0 Intersection LOS: D Intersection Capacity Utilization 100.3%ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)13 175 142 10 218 2 49 060210 Future Volume (vph)13 175 142 10 218 2 49 060210 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 105 0 0 0 Storage Lanes 0 0 0 0 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.935 0.999 0.965 0.886 Flt Protected 0.998 0.998 0.950 0.963 Satd. Flow (prot)0 3303 0 0 3529 0 1681 1644 0 0 1650 0 Flt Permitted 0.998 0.998 0.950 0.963 Satd. Flow (perm)0 3303 0 0 3529 0 1681 1644 0 0 1650 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 340 1037 952 Travel Time (s)2.9 6.6 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)43% Lane Group Flow (vph) 0 358 0 0 250 0 30 30 0 0 13 0 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 34.4%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 1317514210218249060210 Future Vol, veh/h 13 175 142 10 218 2 49 060210 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------105----- 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 22222222222 Mvmt Flow 1419015411237253070211 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 239 0 0 344 0 0 437 556 172 383 632 120 Stage 1 ------295295-260260- Stage 2 ------142261-123372- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.545.54-6.545.54- Critical Hdwy Stg 2 ------6.545.54-6.545.54- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1325 - - 1212 - - 503 438 842 550 396 909 Stage 1 ------689668-722692- Stage 2 ------846691-868617- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1325 - - 1212 - - 486 428 842 536 387 909 Mov Cap-2 Maneuver ------486428-536387- Stage 1 ------680659-713685- Stage 2 ------825684-850609- Approach EB WB NB SB HCM Control Delay, s 0.3 0.3 12.6 9.9 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)486 548 1325 - - 1212 - - 742 HCM Lane V/C Ratio 0.073 0.044 0.011 - - 0.009 - - 0.018 HCM Control Delay (s) 13 11.9 7.7 0 - 8 0 - 9.9 HCM Lane LOS BBAA -AA -A HCM 95th %tile Q(veh) 0.2 0.1 0 - - 0 - - 0.1 6: CR 114 /CR 114 & CMC West Access 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)18 3 49 53 1 55 Future Volume (vph)18 3 49 53 1 55 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.982 0.850 Flt Protected 0.958 0.999 Satd. Flow (prot)1752 0 1863 1583 0 1861 Flt Permitted 0.958 0.999 Satd. Flow (perm)1752 0 1863 1583 0 1861 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 23 0 53 58 0 61 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 13.7%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 3 49 53 1 55 Future Vol, veh/h 18 3 49 53 1 55 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 20 3 53 58 1 60 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 115 53 0 0 111 0 Stage 1 53 ----- Stage 2 62 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 881 1014 - - 1479 - Stage 1 970 ----- Stage 2 961 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 880 1014 - - 1479 - Mov Cap-2 Maneuver 880 ----- Stage 1 969 ----- Stage 2 961 ----- Approach WB NB SB HCM Control Delay, s 9.1 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 897 1479 - HCM Lane V/C Ratio - - 0.025 0.001 - HCM Control Delay (s) - - 9.1 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - 7: CMC East Access & CR 114/CR 114 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)15 5 0 83 1 1 Future Volume (vph)15 5 0 83 1 1 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.932 Flt Protected 0.976 Satd. Flow (prot)1803 0 0 1863 1694 0 Flt Permitted 0.976 Satd. Flow (perm)1803 0 0 1863 1694 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 21 0 0 90 2 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 14.4% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2045 BG AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 15 5 0 83 1 1 Future Vol, veh/h 15 5 0 83 1 1 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 16 5 0 90 1 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 21 0 109 19 Stage 1 - - - - 19 - Stage 2 - - - - 90 - 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 - - 1595 - 888 1059 Stage 1 - - - - 1004 - Stage 2 - - - - 934 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1595 - 888 1059 Mov Cap-2 Maneuver - - - - 888 - Stage 1 - - - - 1004 - Stage 2 - - - - 934 - Approach EB WB NB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)966 - - 1595 - HCM Lane V/C Ratio 0.002 ---- HCM Control Delay (s) 8.7 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - 1: SH 82 & Commercial Access /CR 115 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)004905542671 15 19 1012 0 Future Volume (vph)004905542671 15 19 1012 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.865 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 4 0 10 60 0 4 2919 0 21 1100 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 88.1%ICU Level of Service E Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 12.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 004905542671 15 19 1012 0 Future Vol, veh/h 0 04905542671 15 19 1012 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 0 0 4 10 0 60 4 2903 16 21 1100 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2602 4069 550 3511 4061 1460 1100 0 0 2919 0 0 Stage 1 1142 1142 - 2919 2919 ------- Stage 2 1460 2927 - 592 1142 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 12 3 479 ~ 2 3 118 630 - - 122 - - Stage 1 213 273 - 15 34 ------- Stage 2 135 34 - 460 273 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 5 2 479 ~ 2 2 118 630 - - 122 - - Mov Cap-2 Maneuver 5 2 - ~ 2 2 ------- Stage 1 212 226 - 15 34 ------- Stage 2 66 34 - 377 226 ------- Approach EB WB NB SB HCM Control Delay, s 12.6 $ 737.1 0 0.7 HCM LOS B F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)630 - - 479 2 118 122 - - HCM Lane V/C Ratio 0.007 - - 0.009 4.891 0.507 0.169 - - HCM Control Delay (s) 10.8 - - 12.6$ 4855.1 63.3 40.4 - - HCM Lane LOS B - - B F F E - - HCM 95th %tile Q(veh) 0 - - 0 2.5 2.3 0.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 15 0 0 16 0000000 Future Volume (vph)0 15 0 0 16 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 16 0 0 17 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01500160000000 Future Vol, veh/h 0 15 0 0 16 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01600170000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 17 0 0 16 0 0 33 33 16 33 33 17 Stage 1 ------1616-1717- Stage 2 ------1717-1616- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1600 - - 1602 - - 974 860 1063 974 860 1062 Stage 1 ------1004 882 - 1002 881 - Stage 2 ------1002 881 - 1004 882 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1600 - - 1602 - - 974 860 1063 974 860 1062 Mov Cap-2 Maneuver ------974860-974860- Stage 1 ------1004 882 - 1002 881 - Stage 2 ------1002 881 - 1004 882 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1600 - - 1602 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 15 0 0 16 0000000 Future Volume (vph)0 15 0 0 16 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 16 0 0 17 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01500160000000 Future Vol, veh/h 0 15 0 0 16 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01600170000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 17 0 0 16 0 0 33 33 16 33 33 17 Stage 1 ------1616-1717- Stage 2 ------1717-1616- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1600 - - 1602 - - 974 860 1063 974 860 1062 Stage 1 ------1004 882 - 1002 881 - Stage 2 ------1002 881 - 1004 882 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1600 - - 1602 - - 974 860 1063 974 860 1062 Mov Cap-2 Maneuver ------974860-974860- Stage 1 ------1004 882 - 1002 881 - Stage 2 ------1002 881 - 1004 882 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1600 - - 1602 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 4: SH 82 & CR 154 /CR 114 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)50 61 78 97 59 332 160 2284 96 123 955 34 Future Volume (vph)50 61 78 97 59 332 160 2284 96 123 955 34 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 800 150 Storage Lanes 0 1 1 1 1 1 2 1 Taper Length (ft)25 25 145 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.978 0.950 0.950 0.950 Satd. Flow (prot)0 1822 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583 Flt Permitted 0.825 0.559 0.950 0.950 Satd. Flow (perm)0 1537 1583 1041 1863 1583 1770 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)87 193 80 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 1032 Travel Time (s)22.9 2.9 6.7 12.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 120 85 105 64 361 174 2483 104 134 1038 37 Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 Free 2 6 Detector Phase 48484 162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)20.6 21.1 20.6 21.1 170.0 13.9 114.8 112.0 11.1 112.0 114.8 Actuated g/C Ratio 0.12 0.12 0.12 0.12 1.00 0.08 0.68 0.66 0.07 0.66 0.68 v/c Ratio 0.65 0.31 0.84 0.28 0.23 1.20 1.04 0.10 0.60 0.45 0.03 Control Delay 87.2 14.0 117.7 69.8 0.3 199.3 57.1 3.3 88.6 14.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 87.2 14.0 117.7 69.8 0.3 199.3 57.1 3.3 88.6 14.7 0.1 LOS FBFEAFEAFBA Approach Delay 56.9 32.0 64.0 22.5 Approach LOS E C E C Queue Length 50th (ft)127 0 114 65 0 ~263 ~1598 9 76 278 0 Queue Length 95th (ft)203 54 #218 117 0 #432 #1709 32 115 325 0 Internal Link Dist (ft)926 70 460 952 4: SH 82 & CR 154 /CR 114 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 800 150 Base Capacity (vph)207 293 140 257 1583 145 2389 1070 232 2331 1095 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.58 0.29 0.75 0.25 0.23 1.20 1.04 0.10 0.58 0.45 0.03 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.20 Intersection Signal Delay: 49.4 Intersection LOS: D Intersection Capacity Utilization 98.9%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)16 133 124 5 351 2 102 2 12 1 2 22 Future Volume (vph)16 133 124 5 351 2 102 2 12 1 2 22 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 105 0 0 0 Storage Lanes 0 0 0 0 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.932 0.999 0.969 0.880 Flt Protected 0.997 0.999 0.950 0.963 0.998 Satd. Flow (prot)0 3289 0 0 3532 0 1681 1651 0 0 1636 0 Flt Permitted 0.997 0.999 0.950 0.963 0.998 Satd. Flow (perm)0 3289 0 0 3532 0 1681 1651 0 0 1636 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 340 1037 952 Travel Time (s)2.9 6.6 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)43% Lane Group Flow (vph) 0 297 0 0 389 0 63 63 0 0 27 0 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 37.1%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 16 133 124 5 351 2 102 2 12 1 2 22 Future Vol, veh/h 16 133 124 5 351 2 102 2 12 1 2 22 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------105----- 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 22222222222 Mvmt Flow 17 145 135 5 382 2 111 2 13 1 2 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 384 0 0 280 0 0 449 641 140 501 707 192 Stage 1 ------247247-393393- Stage 2 ------202394-108314- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.545.54-6.545.54- Critical Hdwy Stg 2 ------6.545.54-6.545.54- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1171 - - 1280 - - 493 391 882 453 359 817 Stage 1 ------735701-603604- Stage 2 ------781604-886655- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1171 - - 1280 - - 468 382 882 437 351 817 Mov Cap-2 Maneuver ------468382-437351- Stage 1 ------723689-593601- Stage 2 ------752601-855644- Approach EB WB NB SB HCM Control Delay, s 0.5 0.1 13.5 10.2 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)468 525 1171 - - 1280 - - 716 HCM Lane V/C Ratio 0.158 0.099 0.015 - - 0.004 - - 0.038 HCM Control Delay (s) 14.1 12.6 8.1 0.1 - 7.8 0 - 10.2 HCM Lane LOS BBAA -AA -B HCM 95th %tile Q(veh) 0.6 0.3 0 - - 0 - - 0.1 6: CR 114 /CR 114 & CMC West Access 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)36 2 95 43 4 77 Future Volume (vph)36 2 95 43 4 77 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.850 Flt Protected 0.955 0.998 Satd. Flow (prot)1766 0 1863 1583 0 1859 Flt Permitted 0.955 0.998 Satd. Flow (perm)1766 0 1863 1583 0 1859 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 41 0 103 47 0 88 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 17.3%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 36 2 95 43 4 77 Future Vol, veh/h 36 2 95 43 4 77 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 39 2 103 47 4 84 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 195 103 0 0 150 0 Stage 1 103 ----- Stage 2 92 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 794 952 - - 1431 - Stage 1 921 ----- Stage 2 932 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 792 952 - - 1431 - Mov Cap-2 Maneuver 792 ----- Stage 1 918 ----- Stage 2 932 ----- Approach WB NB SB HCM Control Delay, s 9.8 0 0.4 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 799 1431 - HCM Lane V/C Ratio - - 0.052 0.003 - HCM Control Delay (s) - - 9.8 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - 7: CMC East Access & CR 114/CR 114 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)65 22 5 33 16 4 Future Volume (vph)65 22 5 33 16 4 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.966 0.974 Flt Protected 0.994 0.961 Satd. Flow (prot)1799 0 0 1852 1744 0 Flt Permitted 0.994 0.961 Satd. Flow (perm)1799 0 0 1852 1744 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 95 0 0 41 21 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 16.0% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2045 BG PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 65 22 5 33 16 4 Future Vol, veh/h 65 22 5 33 16 4 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 71 24 5 36 17 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 95 0 129 83 Stage 1 - - - - 83 - Stage 2 - - - - 46 - 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 - - 1499 - 865 976 Stage 1 - - - - 940 - Stage 2 - - - - 976 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1499 - 862 976 Mov Cap-2 Maneuver - - - - 862 - Stage 1 - - - - 937 - Stage 2 - - - - 976 - Approach EB WB NB HCM Control Delay, s 0 1 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)883 - - 1499 - HCM Lane V/C Ratio 0.025 - - 0.004 - HCM Control Delay (s) 9.2 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 1: SH 82 & Commercial Access /CR 115 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)100002551271 5 10 1078 0 Future Volume (vph)100002551271 5 10 1078 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1770 0 1863 1583 0 1770 3536 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1770 0 1863 1583 0 1770 3536 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph)010027051387 0 11 1172 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 45.3%ICU Level of Service A Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 100002551271 5 10 1078 0 Future Vol, veh/h 1 00002551271 5 10 1078 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 100002751382 5 11 1172 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1895 2591 586 2003 2589 694 1172 0 0 1387 0 0 Stage 1 1194 1194 - 1395 1395 ------- Stage 2 701 1397 - 608 1194 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 16.545.54-6.545.54------- Critical Hdwy Stg 26.545.54-6.545.54------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 42 25 454 35 25 385 592 - - 490 - - Stage 1 198 258 - 149 207 ------- Stage 2 395 206 - 450 258 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 38 24 454 34 24 385 592 - - 490 - - Mov Cap-2 Maneuver 38 24 - 34 24 ------- Stage 1 196 252 - 148 205 ------- Stage 2 364 204 - 440 252 ------- Approach EB WB NB SB HCM Control Delay, s 102.5 15.1 0 0.1 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)592 - - 38 - 385 490 - - HCM Lane V/C Ratio 0.009 - - 0.029 - 0.071 0.022 - - HCM Control Delay (s) 11.1 - - 102.5 0 15.1 12.5 - - HCM Lane LOS B - - F A C B - - HCM 95th %tile Q(veh) 0 - - 0.1 - 0.2 0.1 - - 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 13 0 0 17 0000000 Future Volume (vph)0 13 0 0 17 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 14 0 0 18 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01300170000000 Future Vol, veh/h 0 13 0 0 17 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01400180000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 18 0 0 14 0 0 32 32 14 32 32 18 Stage 1 ------1414-1818- Stage 2 ------1818-1414- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1599 - - 1604 - - 976 861 1066 976 861 1061 Stage 1 ------1006 884 - 1001 880 - Stage 2 ------1001 880 - 1006 884 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1599 - - 1604 - - 976 861 1066 976 861 1061 Mov Cap-2 Maneuver ------976861-976861- Stage 1 ------1006 884 - 1001 880 - Stage 2 ------1001 880 - 1006 884 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1599 - - 1604 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 13 0 0 17 0000000 Future Volume (vph)0 13 0 0 17 0000000 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt Flt Protected Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Flt Permitted Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 14 0 0 18 0000000 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 01300170000000 Future Vol, veh/h 0 13 0 0 17 0000000 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 01400180000000 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 18 0 0 14 0 0 32 32 14 32 32 18 Stage 1 ------1414-1818- Stage 2 ------1818-1414- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1599 - - 1604 - - 976 861 1066 976 861 1061 Stage 1 ------1006 884 - 1001 880 - Stage 2 ------1001 880 - 1006 884 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1599 - - 1604 - - 976 861 1066 976 861 1061 Mov Cap-2 Maneuver ------976861-976861- Stage 1 ------1006 884 - 1001 880 - Stage 2 ------1001 880 - 1006 884 - Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1599 - - 1604 - - - HCM Lane V/C Ratio -------- HCM Control Delay (s) 0 0 - - 0 - - 0 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - - 4: SH 82 & CR 154 /CR 114 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)28 20 67 78 29 221 76 939 89 167 906 33 Future Volume (vph)28 20 67 78 29 221 76 939 89 167 906 33 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 800 150 Storage Lanes 0 1 1 1 1 1 2 1 Taper Length (ft)25 25 145 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.972 0.950 0.950 0.950 Satd. Flow (prot)0 1811 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583 Flt Permitted 0.804 0.723 0.950 0.950 Satd. Flow (perm)0 1498 1583 1347 1863 1583 1770 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)87 240 97 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 1032 Travel Time (s)22.9 2.9 6.7 12.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 52 73 85 32 240 83 1021 97 182 985 36 Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 Free 2 6 Detector Phase 48484 162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)17.2 17.7 17.2 17.7 170.0 12.6 115.8 116.7 13.5 116.7 115.8 Actuated g/C Ratio 0.10 0.10 0.10 0.10 1.00 0.07 0.68 0.69 0.08 0.69 0.68 v/c Ratio 0.34 0.30 0.62 0.17 0.15 0.63 0.42 0.09 0.67 0.41 0.03 Control Delay 76.1 10.8 92.4 69.4 0.2 96.7 13.2 1.9 87.8 12.6 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.1 10.8 92.4 69.4 0.2 96.7 13.2 1.9 87.8 12.6 0.1 LOS EBFEAFBAFBA Approach Delay 38.0 28.4 18.0 23.6 Approach LOS D C B C Queue Length 50th (ft)55 0 93 33 0 90 263 0 102 245 0 Queue Length 95th (ft)100 37 153 69 0 #178 318 22 #166 303 0 Internal Link Dist (ft)926 70 460 952 4: SH 82 & CR 154 /CR 114 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 800 150 Base Capacity (vph)202 293 182 257 1583 135 2410 1117 273 2428 1103 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.26 0.25 0.47 0.12 0.15 0.61 0.42 0.09 0.67 0.41 0.03 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 22.5 Intersection LOS: C Intersection Capacity Utilization 62.5%ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)4 179 88 1 267 1 39 15005 Future Volume (vph)4 179 88 1 267 1 39 15005 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 105 0 0 0 Storage Lanes 0 0 0 0 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.951 0.999 0.969 0.865 Flt Protected 0.999 0.950 0.964 Satd. Flow (prot)0 3362 0 0 3536 0 1681 1653 0 0 1611 0 Flt Permitted 0.999 0.950 0.964 Satd. Flow (perm)0 3362 0 0 3536 0 1681 1653 0 0 1611 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 340 1037 952 Travel Time (s)2.9 6.6 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)42% Lane Group Flow (vph) 0 295 0 0 292 0 24 24 0050 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 25.3%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 417988126713915005 Future Vol, veh/h 4 179 88 1 267 1 39 15005 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------105----- 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 22222222222 Mvmt Flow 419596129014215005 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 291 0 0 291 0 0 398 544 146 399 592 146 Stage 1 ------251251-293293- Stage 2 ------147293-106299- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.545.54-6.545.54- Critical Hdwy Stg 2 ------6.545.54-6.545.54- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1268 - - 1268 - - 536 445 875 536 418 875 Stage 1 ------731698-691669- Stage 2 ------841669-888665- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1268 - - 1268 - - 531 443 875 530 416 875 Mov Cap-2 Maneuver ------531443-530416- Stage 1 ------728695-688668- Stage 2 ------835668-878662- Approach EB WB NB SB HCM Control Delay, s 0.1 0 11.9 9.1 HCM LOS B A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)531 585 1268 - - 1268 - - 875 HCM Lane V/C Ratio 0.053 0.035 0.003 - - 0.001 - - 0.006 HCM Control Delay (s) 12.2 11.4 7.8 0 - 7.8 0 - 9.1 HCM Lane LOS BBAA -AA -A HCM 95th %tile Q(veh) 0.2 0.1 0 - - 0 - - 0 6: CR 114 /CR 114 & CMC West Access 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)41 18 126 35 6 161 Future Volume (vph)41 18 126 35 6 161 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.958 0.850 Flt Protected 0.967 0.998 Satd. Flow (prot)1726 0 1863 1583 0 1859 Flt Permitted 0.967 0.998 Satd. Flow (perm)1726 0 1863 1583 0 1859 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 65 0 137 38 0 182 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 23.4%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 41 18 126 35 6 161 Future Vol, veh/h 41 18 126 35 6 161 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 45 20 137 38 7 175 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 326 137 0 0 175 0 Stage 1 137 ----- Stage 2 189 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 668 911 - - 1401 - Stage 1 890 ----- Stage 2 843 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 664 911 - - 1401 - Mov Cap-2 Maneuver 664 ----- Stage 1 885 ----- Stage 2 843 ----- Approach WB NB SB HCM Control Delay, s 10.5 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 724 1401 - HCM Lane V/C Ratio - - 0.089 0.005 - HCM Control Delay (s) - - 10.5 7.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.3 0 - 7: CMC East Access & CR 114/CR 114 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)37 17 0 39 22 0 Future Volume (vph)37 17 0 39 22 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.958 Flt Protected 0.950 Satd. Flow (prot)1785 0 0 1863 1770 0 Flt Permitted 0.950 Satd. Flow (perm)1785 0 0 1863 1770 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 58 0 0 42 24 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2045 BG SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 37 17 0 39 22 0 Future Vol, veh/h 37 17 0 39 22 0 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 40 18 0 42 24 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 58 0 91 49 Stage 1 - - - - 49 - Stage 2 - - - - 42 - 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 - - 1546 - 909 1020 Stage 1 - - - - 973 - Stage 2 - - - - 980 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1546 - 909 1020 Mov Cap-2 Maneuver - - - - 909 - Stage 1 - - - - 973 - Stage 2 - - - - 980 - Approach EB WB NB HCM Control Delay, s 0 0 9.1 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)909 - - 1546 - HCM Lane V/C Ratio 0.026 ---- HCM Control Delay (s) 9.1 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 1: SH 82 & Commercial Access /CR 115 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 2 18 0 44 4 1072 16 50 2009 0 Future Volume (vph)0 0 2 18 0 44 4 1072 16 50 2009 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.865 0.850 0.998 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3532 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3532 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 2 0 20 48 0 4 1182 0 54 2184 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 69.9%ICU Level of Service C Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 2 18 0 44 4 1072 16 50 2009 0 Future Vol, veh/h 0 0 2 18 0 44 4 1072 16 50 2009 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 0 0 2 20 0 48 4 1165 17 54 2184 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2883 3482 1092 2382 3474 591 2184 0 0 1182 0 0 Stage 1 2292 2292 - 1182 1182 - - - - - - - Stage 2 591 1190 - 1200 2292 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 7 6 210 ~ 18 6 450 239 - - 587 - - Stage 1 40 73 - 201 262 - - - - - - - Stage 2 460 259 - 196 73 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 6 5 210 ~ 16 5 450 239 - - 587 - - Mov Cap-2 Maneuver 6 5 - ~ 16 5 - - - - - - - Stage 1 39 66 - 198 258 - - - - - - - Stage 2 404 255 - 176 66 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 22.3 194.4 0.1 0.3 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)239 - - 210 16 450 587 - - HCM Lane V/C Ratio 0.018 - - 0.01 1.223 0.106 0.093 - - HCM Control Delay (s) 20.3 - - 22.3$ 635.6 13.9 11.8 - - HCM Lane LOS C - - C F B B - - HCM 95th %tile Q(veh) 0.1 - - 0 2.9 0.4 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)9 14 0 0 8 43 0 0 0 84 0 17 Future Volume (vph)9 14 0 0 8 43 0 0 0 84 0 17 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.887 0.978 Flt Protected 0.980 0.960 Satd. Flow (prot)0 1825 0 0 1652 0 0 1863 0 0 1749 0 Flt Permitted 0.980 0.960 Satd. Flow (perm)0 1825 0 0 1652 0 0 1863 0 0 1749 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 25 0 0 56 000001090 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 20.3% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 9 14 0 0 8 43 0 0 0 84 0 17 Future Vol, veh/h 9 14 0 0 8 43 0 0 0 84 0 17 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 10 15 0 0 9 47 0 0 0 91 0 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 56 0 0 15 0 0 77 91 15 68 68 33 Stage 1 ------3535-3333- Stage 2 ------4256-3535- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1549 - - 1603 - - 912 799 1065 925 823 1041 Stage 1 ------981866-983868- Stage 2 ------972848-981866- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1549 - - 1603 - - 891 793 1065 920 817 1041 Mov Cap-2 Maneuver ------891793-920817- Stage 1 ------974860-976868- Stage 2 ------955848-974860- Approach EB WB NB SB HCM Control Delay, s 2.9 0 0 9.3 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1549 - - 1603 - - 938 HCM Lane V/C Ratio - 0.006 -----0.117 HCM Control Delay (s) 0 7.3 0 - 0 - - 9.3 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0.4 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 119 14 008000000235 Future Volume (vph) 119 14 008000000235 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 Flt Protected 0.957 Satd. Flow (prot)0 1783 0 0 1863 0 0 1863 0 0 1611 0 Flt Permitted 0.957 Satd. Flow (perm)0 1783 0 0 1863 0 0 1863 0 0 1611 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 144 009000002550 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 35.2% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 8.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11914008000000235 Future Vol, veh/h 119 14008000000235 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 12915009000000255 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 9 0 0 15 0 0 410 282 15 282 282 9 Stage 1 ------273273-99- Stage 2 - - - - - - 137 9 - 273 273 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1611 - - 1603 - - 552 627 1065 670 627 1073 Stage 1 ------733684-1012 888 - Stage 2 ------866888-733684- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1611 - - 1603 - - 395 576 1065 628 576 1073 Mov Cap-2 Maneuver ------395576-628576- Stage 1 ------674629-930888- Stage 2 ------660888-674629- Approach EB WB NB SB HCM Control Delay, s 6.6 0 0 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1611 - - 1603 - - 1073 HCM Lane V/C Ratio - 0.08 -----0.238 HCM Control Delay (s) 0 7.4 0 - 0 - - 9.4 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0.3 - - 0 - - 0.9 4: SH 82 & CR 154 /CR 114 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)20 43 185 186 58 302 58 627 86 304 1657 52 Future Volume (vph)20 43 185 186 58 302 58 627 86 304 1657 52 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 60 150 Storage Lanes 0 1 0 1 1 1 1 1 Taper Length (ft)25 25 145 130 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.984 0.963 0.950 0.950 Satd. Flow (prot)0 1833 1583 0 1794 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.255 0.732 0.950 0.950 Satd. Flow (perm)0 475 1583 0 1364 1583 1770 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)126 328 93 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 265 Travel Time (s)22.9 2.9 6.7 3.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 69 201 0 265 328 63 682 93 330 1801 57 Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 8 2 6 Detector Phase 484848162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)23.0 23.5 23.5 23.0 10.6 112.0 112.9 11.5 112.9 112.0 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.06 0.66 0.66 0.07 0.66 0.66 v/c Ratio 1.08 0.61 1.41 0.66 0.57 0.29 0.09 2.77 0.77 0.05 Control Delay 200.0 34.6 261.8 13.0 97.5 12.7 1.9 845.0 22.5 0.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 200.0 34.6 261.8 13.0 97.5 12.7 1.9 845.0 22.5 0.9 LOS F C F B F B A F C A Approach Delay 76.9 124.2 17.8 146.0 Approach LOS E F B F Queue Length 50th (ft)~85 78 ~394 0 69 160 0 ~623 697 0 Queue Length 95th (ft)#200 172 #587 103 125 194 21 #833 789 8 Internal Link Dist (ft)926 70 460 185 4: SH 82 & CR 154 /CR 114 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 60 150 Base Capacity (vph)64 327 188 497 119 2331 1082 119 2349 1070 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 1.08 0.61 1.41 0.66 0.53 0.29 0.09 2.77 0.77 0.05 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 2.77 Intersection Signal Delay: 110.3 Intersection LOS: F Intersection Capacity Utilization 88.3%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)11 306 117 8 499 2 40 05028 Future Volume (vph)11 306 117 8 499 2 40 05028 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 505 105 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.964 0.999 0.967 0.890 Flt Protected 0.999 0.999 0.950 0.962 Satd. Flow (prot)0 1794 0 0 3532 0 1681 1646 0 0 1658 0 Flt Permitted 0.999 0.999 0.950 0.962 Satd. Flow (perm)0 1794 0 0 3532 0 1681 1646 0 0 1658 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 1837 1037 952 Travel Time (s)2.9 35.8 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)43% Lane Group Flow (vph) 0 472 0 0 553 0 25 23 0 0 11 0 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 47.0%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11306117849924005028 Future Vol, veh/h 11 306 117 8 499 2 40 05028 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length -----505105----- 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 22222222222 Mvmt Flow 12333127954224305029 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 544 0 0 460 0 0 711 983 397 984 1045 272 Stage 1 ------421421-561561- Stage 2 ------290562-423484- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.135.53-6.535.53- Critical Hdwy Stg 2 ------6.535.53-6.135.53- Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1023 - - 1099 - - 334 248 652 215 228 726 Stage 1 ------609588-480509- Stage 2 ------694509-608551- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1023 - - 1099 - - 321 241 652 209 222 726 Mov Cap-2 Maneuver ------321241-209222- Stage 1 ------599579-472503- Stage 2 ------675503-593542- Approach EB WB NB SB HCM Control Delay, s 0.2 0.1 16.4 12.4 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)321 373 1023 - - 1099 - - 499 HCM Lane V/C Ratio 0.09 0.053 0.012 - - 0.008 - - 0.022 HCM Control Delay (s) 17.3 15.2 8.6 0 - 8.3 0 - 12.4 HCM Lane LOS C C A A - A A - B HCM 95th %tile Q(veh) 0.3 0.2 0 - - 0 - - 0.1 6: CR 114 /CR 114 & CMC West Access 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)18 3 202 53 1 364 Future Volume (vph)18 3 202 53 1 364 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.982 0.850 Flt Protected 0.958 Satd. Flow (prot)1752 0 1863 1583 0 1863 Flt Permitted 0.958 Satd. Flow (perm)1752 0 1863 1583 0 1863 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 23 0 220 58 0 397 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 30.0%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 3 202 53 1 364 Future Vol, veh/h 18 3 202 53 1 364 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 20 3 220 58 1 396 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 618 220 0 0 278 0 Stage 1 220 ----- Stage 2 398 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 453 820 - - 1285 - Stage 1 817 ----- Stage 2 678 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 453 820 - - 1285 - Mov Cap-2 Maneuver 453 ----- Stage 1 816 ----- Stage 2 678 ----- Approach WB NB SB HCM Control Delay, s 12.8 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 484 1285 - HCM Lane V/C Ratio - - 0.047 0.001 - HCM Control Delay (s) - - 12.8 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - 7: CMC East Access & CR 114/CR 114 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 174 5 0 388 1 1 Future Volume (vph) 174 5 0 388 1 1 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.932 Flt Protected 0.976 Satd. Flow (prot)1857 0 0 1863 1694 0 Flt Permitted 0.976 Satd. Flow (perm)1857 0 0 1863 1694 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 194 0 0 422 2 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 30.4% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2023 Total AM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 174 5 0 388 1 1 Future Vol, veh/h 174 5 0 388 1 1 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 189 5 0 422 1 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 194 0 614 192 Stage 1 - - - - 192 - 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 - - 1379 - 455 850 Stage 1 - - - - 841 - Stage 2 - - - - 662 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 1379 - 455 850 Mov Cap-2 Maneuver - - - - 455 - Stage 1 - - - - 841 - Stage 2 - - - - 662 - Approach EB WB NB HCM Control Delay, s 0 0 11.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)593 - - 1379 - HCM Lane V/C Ratio 0.004 ---- HCM Control Delay (s) 11.1 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - 1: SH 82 & Commercial Access /CR 115 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)003605722256 12 33 1032 0 Future Volume (vph)003605722256 12 33 1032 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.865 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph)030762022465 0 36 1122 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 74.4%ICU Level of Service D Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 003605722256 12 33 1032 0 Future Vol, veh/h 0 03605722256 12 33 1032 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 003706222452 13 36 1122 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2424 3663 561 3096 3657 1233 1122 0 0 2465 0 0 Stage 1 1194 1194 - 2463 2463 - - - - - - - Stage 2 1230 2469 - 633 1194 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 17 5 471 ~ 5 5 169 618 - - 185 - - Stage 1 198 258 - 31 59 - - - - - - - Stage 2 188 59 - 434 258 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 9 4 471 ~ 4 4 169 618 - - 185 - - Mov Cap-2 Maneuver 9 4 - ~ 4 4 - - - - - - - Stage 1 197 208 - 31 59 - - - - - - - Stage 2 119 59 - 347 208 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.7 212.7 0 0.9 HCM LOS B F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)618 - - 471 4 169 185 - - HCM Lane V/C Ratio 0.004 - - 0.007 1.63 0.367 0.194 - - HCM Control Delay (s) 10.8 - - 12.7$ 1871.7 38.1 29.1 - - HCM Lane LOS B - - B F E D - - HCM 95th %tile Q(veh) 0 - - 0 1.7 1.6 0.7 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)18 12 0 0 13 92 0 0 0 64 0 13 Future Volume (vph)18 12 0 0 13 92 0 0 0 64 0 13 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.882 0.977 Flt Protected 0.971 0.960 Satd. Flow (prot)0 1809 0 0 1643 0 0 1863 0 0 1747 0 Flt Permitted 0.971 0.960 Satd. Flow (perm)0 1809 0 0 1643 0 0 1863 0 0 1747 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 33 0 0 114 00000840 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 19.3% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 12 0 0 13 92 0 0 0 64 0 13 Future Vol, veh/h 18 12 0 0 13 92 0 0 0 64 0 13 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 20 13 0 0 14 100 0 0 0 70 0 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 114 0 0 13 0 0 124 167 13 117 117 64 Stage 1 ------5353-6464- Stage 2 ------71114-5353- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1475 - - 1606 - - 850 726 1067 859 773 1000 Stage 1 ------960851-947842- Stage 2 ------939801-960851- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1475 - - 1606 - - 829 716 1067 850 762 1000 Mov Cap-2 Maneuver ------829716-850762- Stage 1 ------947839-934842- Stage 2 ------926801-947839- Approach EB WB NB SB HCM Control Delay, s 4.5 0 0 9.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1475 - - 1606 - - 872 HCM Lane V/C Ratio - 0.013 -----0.096 HCM Control Delay (s) 0 7.5 0 - 0 - - 9.6 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0.3 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 258 12 0 0 13 000000179 Future Volume (vph) 258 12 0 0 13 000000179 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 Flt Protected 0.954 Satd. Flow (prot)0 1777 0 0 1863 0 0 1863 0 0 1611 0 Flt Permitted 0.954 Satd. Flow (perm)0 1777 0 0 1863 0 0 1863 0 0 1611 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 293 0 0 14 000001950 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 39.3% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 7.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 258120013000000179 Future Vol, veh/h 258 12 0 0 13 000000179 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 280130014000000195 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 14 0 0 13 0 0 685 587 13 587 587 14 Stage 1 ------573573-1414- Stage 2 ------11214-573573- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1604 - - 1606 - - 362 422 1067 421 422 1066 Stage 1 ------505504-1006 884 - Stage 2 ------893884-505504- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1604 - - 1606 - - 256 348 1067 364 348 1066 Mov Cap-2 Maneuver ------256348-364348- Stage 1 ------416415-829884- Stage 2 ------730884-416415- Approach EB WB NB SB HCM Control Delay, s 7.4 0 0 9.1 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1604 - - 1606 - - 1066 HCM Lane V/C Ratio - 0.175 -----0.183 HCM Control Delay (s) 0 7.7 0 - 0 - - 9.1 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0.6 - - 0 - - 0.7 4: SH 82 & CR 154 /CR 114 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 50 63 155 48 433 123 1788 188 338 747 27 Future Volume (vph)40 50 63 155 48 433 123 1788 188 338 747 27 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 60 150 Storage Lanes 0 1 0 1 1 1 1 1 Taper Length (ft)25 25 145 130 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.978 0.963 0.950 0.950 Satd. Flow (prot)0 1822 1583 0 1794 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.299 0.672 0.950 0.950 Satd. Flow (perm)0 557 1583 0 1252 1583 1770 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)87 119 114 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 265 Travel Time (s)22.9 2.9 6.7 3.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 97 68 0 220 471 134 1943 204 367 812 29 Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 8 2 6 Detector Phase 484848162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)23.0 23.5 23.5 23.0 11.5 112.0 112.0 11.5 112.0 112.0 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.07 0.66 0.66 0.07 0.66 0.66 v/c Ratio 1.29 0.23 1.27 1.49 1.13 0.83 0.19 3.08 0.35 0.03 Control Delay 254.6 7.7 214.3 268.8 186.8 26.1 5.2 981.2 13.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 254.6 7.7 214.3 268.8 186.8 26.1 5.2 981.2 13.3 0.0 LOS FA FFFCAFBA Approach Delay 152.9 251.4 33.7 307.1 Approach LOS F F C F Queue Length 50th (ft)~137 0 ~308 ~603 ~171 820 34 ~708 200 0 Queue Length 95th (ft)#271 30 #490 #839 #323 925 68 #925 238 0 Internal Link Dist (ft)926 70 460 185 4: SH 82 & CR 154 /CR 114 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 60 150 Base Capacity (vph)75 293 173 317 119 2331 1081 119 2331 1070 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 1.29 0.23 1.27 1.49 1.13 0.83 0.19 3.08 0.35 0.03 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 3.08 Intersection Signal Delay: 148.8 Intersection LOS: F Intersection Capacity Utilization 105.1%ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)13 461 102 4 532 2 84 2 10 1 2 18 Future Volume (vph)13 461 102 4 532 2 84 2 10 1 2 18 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 505 105 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.976 0.999 0.968 0.883 Flt Protected 0.999 0.950 0.964 0.998 Satd. Flow (prot)0 1816 0 0 3536 0 1681 1651 0 0 1642 0 Flt Permitted 0.999 0.950 0.964 0.998 Satd. Flow (perm)0 1816 0 0 3536 0 1681 1651 0 0 1642 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 1837 1037 952 Travel Time (s)2.9 35.8 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)42% Lane Group Flow (vph) 0 626 0 0 584 0 53 51 0 0 23 0 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 57.2%ICU Level of Service B Analysis Period (min) 15 5: Frontage Road & CR 114 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 13 461 102 4 532 2 84 2 10 1 2 18 Future Vol, veh/h 13 461 102 4 532 2 84 2 10 1 2 18 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length -----505105----- 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 22222222222 Mvmt Flow 14 501 111 4 578 2 91 2 11 1 2 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 580 0 0 612 0 0 883 1173 557 1178 1227 290 Stage 1 ------585585-587587- Stage 2 ------298588-591640- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.135.53-6.535.53- Critical Hdwy Stg 2 ------6.535.53-6.135.53- Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 992 - - 965 - - 253 191 529 157 178 707 Stage 1 ------496497-464496- Stage 2 ------687495-492469- Platoon blocked, %- -- - Mov Cap-1 Maneuver 992 - - 965 - - 239 186 529 149 173 707 Mov Cap-2 Maneuver ------239186-149173- Stage 1 ------485486-454493- Stage 2 ------661492-469459- Approach EB WB NB SB HCM Control Delay, s 0.2 0.1 23.3 12.9 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)239 272 992 - - 965 - - 480 HCM Lane V/C Ratio 0.255 0.16 0.014 - - 0.005 - - 0.048 HCM Control Delay (s) 25.1 20.7 8.7 0 - 8.7 0 - 12.9 HCM Lane LOS D C A A - A A - B HCM 95th %tile Q(veh) 1 0.6 0 - - 0 - - 0.1 6: CR 114 /CR 114 & CMC West Access 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)36 2 430 43 4 306 Future Volume (vph)36 2 430 43 4 306 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.850 Flt Protected 0.955 0.999 Satd. Flow (prot)1766 0 1863 1583 0 1861 Flt Permitted 0.955 0.999 Satd. Flow (perm)1766 0 1863 1583 0 1861 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 41 0 467 47 0 337 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 32.6%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 36 2 430 43 4 306 Future Vol, veh/h 36 2 430 43 4 306 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 39 2 467 47 4 333 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 808 467 0 0 514 0 Stage 1 467 ----- Stage 2 341 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 350 596 - - 1052 - Stage 1 631 ----- Stage 2 720 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 348 596 - - 1052 - Mov Cap-2 Maneuver 348 ----- Stage 1 628 ----- Stage 2 720 ----- Approach WB NB SB HCM Control Delay, s 16.4 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 356 1052 - HCM Lane V/C Ratio - - 0.116 0.004 - HCM Control Delay (s) - - 16.4 8.4 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0.4 0 - 7: CMC East Access & CR 114/CR 114 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 404 22 5 269 16 4 Future Volume (vph) 404 22 5 269 16 4 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.974 Flt Protected 0.999 0.961 Satd. Flow (prot)1850 0 0 1861 1744 0 Flt Permitted 0.999 0.961 Satd. Flow (perm)1850 0 0 1861 1744 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 463 0 0 297 21 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 32.6% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2023 Total PM.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 404 22 5 269 16 4 Future Vol, veh/h 404 22 5 269 16 4 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 439 24 5 292 17 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 463 0 753 451 Stage 1 - - - - 451 - Stage 2 - - - - 302 - 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 - - 1098 - 377 608 Stage 1 - - - - 642 - Stage 2 - - - - 750 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 1098 - 375 608 Mov Cap-2 Maneuver - - - - 375 - Stage 1 - - - - 639 - Stage 2 - - - - 750 - Approach EB WB NB HCM Control Delay, s 0 0.2 14.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)406 - - 1098 - HCM Lane V/C Ratio 0.054 - - 0.005 - HCM Control Delay (s) 14.4 - - 8.3 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - 1: SH 82 & Commercial Access /CR 115 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)100003621202 4 21 1029 0 Future Volume (vph)100003621202 4 21 1029 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1770 0 1863 1583 0 1770 3539 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1770 0 1863 1583 0 1770 3539 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph)010039021311 0 23 1118 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 43.4%ICU Level of Service A Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 100003621202 4 21 1029 0 Future Vol, veh/h 1 00003621202 4 21 1029 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 100003921307 4 23 1118 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1822 2479 559 1918 2477 656 1118 0 0 1311 0 0 Stage 1 1164 1164 - 1313 1313 - - - - - - - Stage 2 658 1315 - 605 1164 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 48 29 472 41 29 408 620 - - 524 - - Stage 1 207 267 - 167 226 - - - - - - - Stage 2 420 226 - 451 267 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 42 28 472 40 28 408 620 - - 524 - - Mov Cap-2 Maneuver 42 28 - 40 28 - - - - - - - Stage 1 206 255 - 166 225 - - - - - - - Stage 2 378 225 - 431 255 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 93 14.8 0 0.2 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)620 - - 42 - 408 524 - - HCM Lane V/C Ratio 0.004 - - 0.026 - 0.096 0.044 - - HCM Control Delay (s) 10.8 - - 93 0 14.8 12.2 - - HCM Lane LOS B - - F A B B - - HCM 95th %tile Q(veh) 0 - - 0.1 - 0.3 0.1 - - 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)14 11 0 0 14 72 0 0 0 80 0 16 Future Volume (vph)14 11 0 0 14 72 0 0 0 80 0 16 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.887 0.978 Flt Protected 0.973 0.960 Satd. Flow (prot)0 1812 0 0 1652 0 0 1863 0 0 1749 0 Flt Permitted 0.973 0.960 Satd. Flow (perm)0 1812 0 0 1652 0 0 1863 0 0 1749 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 27 0 0 93 000001040 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 20.1% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 14 11 0 0 14 72 0 0 0 80 0 16 Future Vol, veh/h 14 11 0 0 14 72 0 0 0 80 0 16 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 15 12 0 0 15 78 0 0 0 87 0 17 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 93 0 0 12 0 0 105 135 12 96 96 54 Stage 1 ------4242-5454- Stage 2 ------6393-4242- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1501 - - 1607 - - 875 756 1069 887 794 1013 Stage 1 ------972860-958850- Stage 2 ------948818-972860- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1501 - - 1607 - - 853 748 1069 880 786 1013 Mov Cap-2 Maneuver ------853748-880786- Stage 1 ------962851-948850- Stage 2 ------932818-962851- Approach EB WB NB SB HCM Control Delay, s 4.2 0 0 9.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1501 - - 1607 - - 900 HCM Lane V/C Ratio - 0.01 -----0.116 HCM Control Delay (s) 0 7.4 0 - 0 - - 9.5 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0.4 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 200 11 0 0 14 000000223 Future Volume (vph) 200 11 0 0 14 000000223 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 Flt Protected 0.955 Satd. Flow (prot)0 1779 0 0 1863 0 0 1863 0 0 1611 0 Flt Permitted 0.955 Satd. Flow (perm)0 1779 0 0 1863 0 0 1863 0 0 1611 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 229 0 0 15 000002420 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 38.8% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 200110014000000223 Future Vol, veh/h 200 11 0 0 14 000000223 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 217120015000000242 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 15 0 0 12 0 0 582 461 12 461 461 15 Stage 1 ------446446-1515- Stage 2 ------13615-446446- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1603 - - 1607 - - 424 497 1069 511 497 1065 Stage 1 ------591574-1005 883 - Stage 2 ------867883-591574- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1603 - - 1607 - - 293 429 1069 458 429 1065 Mov Cap-2 Maneuver ------293429-458429- Stage 1 ------511496-868883- Stage 2 ------670883-511496- Approach EB WB NB SB HCM Control Delay, s 7.2 0 0 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1603 - - 1607 - - 1065 HCM Lane V/C Ratio - 0.136 -----0.228 HCM Control Delay (s) 0 7.6 0 - 0 - - 9.4 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0.5 - - 0 - - 0.9 4: SH 82 & CR 154 /CR 114 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)22 16 54 159 24 385 40 735 158 320 709 26 Future Volume (vph)22 16 54 159 24 385 40 735 158 320 709 26 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 60 150 Storage Lanes 0 1 0 1 1 1 1 1 Taper Length (ft)25 25 145 130 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.972 0.958 0.950 0.950 Satd. Flow (prot)0 1811 1583 0 1785 1583 1770 3539 1583 1770 3539 1583 Flt Permitted 0.439 0.725 0.950 0.950 Satd. Flow (perm)0 818 1583 0 1350 1583 1770 3539 1583 1770 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)87 305 172 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 265 Travel Time (s)22.9 2.9 6.7 3.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 41 59 0 199 418 43 799 172 348 771 28 Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 8 2 6 Detector Phase 484848162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)23.0 23.5 23.5 23.0 9.9 112.0 116.7 11.5 116.7 112.0 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.06 0.66 0.69 0.07 0.69 0.66 v/c Ratio 0.37 0.20 1.07 0.88 0.42 0.34 0.15 2.92 0.32 0.03 Control Delay 77.8 5.2 151.6 39.0 89.3 13.3 1.6 911.1 11.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 77.8 5.2 151.6 39.0 89.3 13.3 1.6 911.1 11.7 0.0 LOS E A F D F B A F B A Approach Delay 35.0 75.3 14.5 284.3 Approach LOS C E B F Queue Length 50th (ft)42 0 ~244 133 47 196 0 ~665 183 0 Queue Length 95th (ft)87 18 #419 #329 93 233 27 #877 223 0 Internal Link Dist (ft)926 70 460 185 4: SH 82 & CR 154 /CR 114 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 60 150 Base Capacity (vph)110 293 186 477 119 2331 1140 119 2429 1070 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.37 0.20 1.07 0.88 0.36 0.34 0.15 2.92 0.32 0.03 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 2.92 Intersection Signal Delay: 135.8 Intersection LOS: F Intersection Capacity Utilization 73.9%ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)3 419 73 1 523 1 32 14004 Future Volume (vph)3 419 73 1 523 1 32 14004 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 505 105 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.980 0.970 0.865 Flt Protected 0.950 0.964 Satd. Flow (prot)0 1825 0 0 3539 0 1681 1655 0 0 1611 0 Flt Permitted 0.950 0.964 Satd. Flow (perm)0 1825 0 0 3539 0 1681 1655 0 0 1611 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 1837 1037 952 Travel Time (s)2.9 35.8 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)42% Lane Group Flow (vph) 0 537 0 0 570 0 20 20 0040 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 43.3%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 341973152313214004 Future Vol, veh/h 3 419 73 1 523 1 32 14004 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length -----505105----- 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 22222222222 Mvmt Flow 345579156813514004 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 569 0 0 534 0 0 787 1072 495 1074 1111 285 Stage 1 ------501501-571571- Stage 2 ------286571-503540- Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93 Critical Hdwy Stg 1 ------6.135.53-6.535.53- Critical Hdwy Stg 2 ------6.535.53-6.135.53- Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319 Pot Cap-1 Maneuver 1001 - - 1032 - - 295 220 574 186 208 713 Stage 1 ------551542-474504- Stage 2 ------698504-550520- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1001 - - 1032 - - 292 219 574 183 207 713 Mov Cap-2 Maneuver ------292219-183207- Stage 1 ------549540-472503- Stage 2 ------693503-543518- Approach EB WB NB SB HCM Control Delay, s 0.1 0 17.7 10.1 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)292 326 1001 - - 1032 - - 713 HCM Lane V/C Ratio 0.079 0.052 0.003 - - 0.001 - - 0.006 HCM Control Delay (s) 18.4 16.7 8.6 0 - 8.5 0 - 10.1 HCM Lane LOS C C A A - A A - B HCM 95th %tile Q(veh) 0.3 0.2 0 - - 0 - - 0 6: CR 114 /CR 114 & CMC West Access 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)41 18 376 35 6 436 Future Volume (vph)41 18 376 35 6 436 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.958 0.850 Flt Protected 0.967 0.999 Satd. Flow (prot)1726 0 1863 1583 0 1861 Flt Permitted 0.967 0.999 Satd. Flow (perm)1726 0 1863 1583 0 1861 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 65 0 409 38 0 481 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 37.8%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 41 18 376 35 6 436 Future Vol, veh/h 41 18 376 35 6 436 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 45 20 409 38 7 474 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 897 409 0 0 447 0 Stage 1 409 ----- Stage 2 488 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 310 642 - - 1113 - Stage 1 671 ----- Stage 2 617 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 307 642 - - 1113 - Mov Cap-2 Maneuver 307 ----- Stage 1 665 ----- Stage 2 617 ----- Approach WB NB SB HCM Control Delay, s 17 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 365 1113 - HCM Lane V/C Ratio - - 0.176 0.006 - HCM Control Delay (s) - - 17 8.3 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0.6 0 - 7: CMC East Access & CR 114/CR 114 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 302 17 0 335 22 0 Future Volume (vph) 302 17 0 335 22 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 Flt Protected 0.950 Satd. Flow (prot)1850 0 0 1863 1770 0 Flt Permitted 0.950 Satd. Flow (perm)1850 0 0 1863 1770 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 346 0 0 364 24 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 27.6% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2023 Total SAT.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 302 17 0 335 22 0 Future Vol, veh/h 302 17 0 335 22 0 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 328 18 0 364 24 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 346 0 701 337 Stage 1 - - - - 337 - Stage 2 - - - - 364 - 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 - 405 705 Stage 1 - - - - 723 - Stage 2 - - - - 703 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 1213 - 405 705 Mov Cap-2 Maneuver - - - - 405 - Stage 1 - - - - 723 - Stage 2 - - - - 703 - Approach EB WB NB HCM Control Delay, s 0 0 14.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)405 - - 1213 - HCM Lane V/C Ratio 0.059 ---- HCM Control Delay (s) 14.4 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - 1: SH 82 & Commercial Access /CR 115 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 3 23 0 51 5 1310 20 61 2536 0 Future Volume (vph)0 0 3 23 0 51 5 1310 20 61 2536 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.865 0.850 0.998 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3532 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3532 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 3 0 25 55 0 5 1446 0 66 2757 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 84.7%ICU Level of Service E Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 18.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 3 23 0 51 5 1310 20 61 2536 0 Future Vol, veh/h 0 0 3 23 0 51 5 1310 20 61 2536 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 0 0 3 25 0 55 5 1424 22 66 2757 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 3611 4345 1379 2956 4334 723 2757 0 0 1446 0 0 Stage 1 2889 2889 - 1445 1445 - - - - - - - Stage 2 722 1456 - 1511 2889 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 2 2 134 ~ 6 2 369 142 - - 465 - - Stage 1 16 35 - 138 195 - - - - - - - Stage 2 384 193 - 126 35 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1 2 134 ~ 5 2 369 142 - - 465 - - Mov Cap-2 Maneuver 1 2 - ~ 5 2 - - - - - - - Stage 1 15 30 - 133 188 - - - - - - - Stage 2 315 186 - 105 30 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 32.5 $ 1000.9 0.1 0.3 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)142 - - 134 5 369 465 - - HCM Lane V/C Ratio 0.038 - - 0.024 5 0.15 0.143 - - HCM Control Delay (s) 31.4 - - 32.5$ 3183.8 16.5 14 - - HCM Lane LOS D - - D F C B - - HCM 95th %tile Q(veh) 0.1 - - 0.1 4.6 0.5 0.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)9 17 0 0 10 43 0 0 0 84 0 17 Future Volume (vph)9 17 0 0 10 43 0 0 0 84 0 17 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.891 0.978 Flt Protected 0.982 0.960 Satd. Flow (prot)0 1829 0 0 1660 0 0 1863 0 0 1749 0 Flt Permitted 0.982 0.960 Satd. Flow (perm)0 1829 0 0 1660 0 0 1863 0 0 1749 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 28 0 0 58 000001090 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 20.4% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 17 0 0 10 43 0 0 0 84 0 17 Future Vol, veh/h 9 17 0 0 10 43 0 0 0 84 0 17 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 10 18 0 0 11 47 0 0 0 91 0 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 58 0 0 18 0 0 82 96 18 73 73 35 Stage 1 ------3838-3535- Stage 2 ------4458-3838- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1546 - - 1599 - - 905 794 1061 918 817 1038 Stage 1 ------977863-981866- Stage 2 ------970847-977863- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1546 - - 1599 - - 884 788 1061 913 811 1038 Mov Cap-2 Maneuver ------884788-913811- Stage 1 ------970857-974866- Stage 2 ------953847-970857- Approach EB WB NB SB HCM Control Delay, s 2.5 0 0 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1546 - - 1599 - - 932 HCM Lane V/C Ratio - 0.006 -----0.118 HCM Control Delay (s) 0 7.3 0 - 0 - - 9.4 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0.4 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 119 17 0 0 10 000000235 Future Volume (vph) 119 17 0 0 10 000000235 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 Flt Protected 0.958 Satd. Flow (prot)0 1785 0 0 1863 0 0 1863 0 0 1611 0 Flt Permitted 0.958 Satd. Flow (perm)0 1785 0 0 1863 0 0 1863 0 0 1611 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 147 0 0 11 000002550 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 119170010000000235 Future Vol, veh/h 119 17 0 0 10 000000235 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 129180011000000255 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 11 0 0 18 0 0 415 287 18 287 287 11 Stage 1 ------276276-1111- Stage 2 ------13911-276276- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1608 - - 1599 - - 548 623 1061 665 623 1070 Stage 1 ------730682-1010 886 - Stage 2 ------864886-730682- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1608 - - 1599 - - 391 573 1061 624 573 1070 Mov Cap-2 Maneuver ------391573-624573- Stage 1 ------671627-928886- Stage 2 ------658886-671627- Approach EB WB NB SB HCM Control Delay, s 6.5 0 0 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1608 - - 1599 - - 1070 HCM Lane V/C Ratio - 0.08 -----0.239 HCM Control Delay (s) 0 7.4 0 - 0 - - 9.4 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0.3 - - 0 - - 0.9 4: SH 82 & CR 154 /CR 114 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)25 53 230 207 70 322 72 801 95 351 2118 64 Future Volume (vph)25 53 230 207 70 322 72 801 95 351 2118 64 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 800 150 Storage Lanes 0 1 1 1 1 1 2 1 Taper Length (ft)25 25 145 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.984 0.950 0.950 0.950 Satd. Flow (prot)0 1833 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583 Flt Permitted 0.873 0.693 0.950 0.950 Satd. Flow (perm)0 1626 1583 1291 1863 1583 1770 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)110 350 103 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 1032 Travel Time (s)22.9 2.9 6.7 12.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 85 250 225 76 350 78 871 103 382 2302 70 Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 Free 2 6 Detector Phase 48484 162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)23.0 23.5 23.0 23.5 170.0 11.0 112.0 112.5 11.5 112.5 112.0 Actuated g/C Ratio 0.14 0.14 0.14 0.14 1.00 0.06 0.66 0.66 0.07 0.66 0.66 v/c Ratio 0.39 0.80 1.29 0.30 0.22 0.68 0.37 0.10 1.65 0.98 0.07 Control Delay 72.9 58.2 221.6 69.3 0.3 105.8 13.7 1.9 353.0 42.9 1.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.9 58.2 221.6 69.3 0.3 105.8 13.7 1.9 353.0 42.9 1.5 LOS EEFEAFBAFDA Approach Delay 61.9 84.9 19.4 84.9 Approach LOS E F B F Queue Length 50th (ft)88 157 ~318 77 0 86 220 0 ~315 1252 0 Queue Length 95th (ft)150 #295 #502 134 0 #164 259 22 #428 #1496 15 Internal Link Dist (ft)926 70 460 952 4: SH 82 & CR 154 /CR 114 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 800 150 Base Capacity (vph)219 313 174 257 1583 119 2331 1082 232 2341 1070 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.39 0.80 1.29 0.30 0.22 0.66 0.37 0.10 1.65 0.98 0.07 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.65 Intersection Signal Delay: 68.9 Intersection LOS: E Intersection Capacity Utilization 101.8%ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)13 337 142 10 537 2 49 060210 Future Volume (vph)13 337 142 10 537 2 49 060210 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 105 0 0 0 Storage Lanes 0 0 0 0 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.957 0.999 0.965 0.886 Flt Protected 0.999 0.999 0.950 0.963 Satd. Flow (prot)0 3384 0 0 3532 0 1681 1644 0 0 1650 0 Flt Permitted 0.999 0.999 0.950 0.963 Satd. Flow (perm)0 3384 0 0 3532 0 1681 1644 0 0 1650 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 340 1037 952 Travel Time (s)2.9 6.6 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)43% Lane Group Flow (vph) 0 534 0 0 597 0 30 30 0 0 13 0 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 38.5%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 1333714210537249060210 Future Vol, veh/h 13 337 142 10 537 2 49 060210 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------105----- 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 22222222222 Mvmt Flow 1436615411584253070211 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 586 0 0 520 0 0 786 1079 260 818 1155 293 Stage 1 ------471471-607607- Stage 2 ------315608-211548- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.545.54-6.545.54- Critical Hdwy Stg 2 ------6.545.54-6.545.54- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 985 - - 1042 - - 283 217 739 268 196 703 Stage 1 ------542558-450485- Stage 2 ------671484-771515- Platoon blocked, %- -- - Mov Cap-1 Maneuver 985 - - 1042 - - 269 209 739 258 189 703 Mov Cap-2 Maneuver ------269209-258189- Stage 1 ------531547-441477- Stage 2 ------647476-749505- Approach EB WB NB SB HCM Control Delay, s 0.3 0.3 19 12.6 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)269 324 985 - - 1042 - - 484 HCM Lane V/C Ratio 0.132 0.075 0.014 - - 0.01 - - 0.027 HCM Control Delay (s) 20.4 17 8.7 0.1 - 8.5 0.1 - 12.6 HCM Lane LOS C C A A - A A - B HCM 95th %tile Q(veh) 0.4 0.2 0 - - 0 - - 0.1 6: CR 114 /CR 114 & CMC West Access 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)18 3 211 53 1 374 Future Volume (vph)18 3 211 53 1 374 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.982 0.850 Flt Protected 0.958 Satd. Flow (prot)1752 0 1863 1583 0 1863 Flt Permitted 0.958 Satd. Flow (perm)1752 0 1863 1583 0 1863 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 23 0 229 58 0 408 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 30.5%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 3 211 53 1 374 Future Vol, veh/h 18 3 211 53 1 374 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 20 3 229 58 1 407 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 638 229 0 0 287 0 Stage 1 229 ----- Stage 2 409 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 441 810 - - 1275 - Stage 1 809 ----- Stage 2 671 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 441 810 - - 1275 - Mov Cap-2 Maneuver 441 ----- Stage 1 808 ----- Stage 2 671 ----- Approach WB NB SB HCM Control Delay, s 13 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 472 1275 - HCM Lane V/C Ratio - - 0.048 0.001 - HCM Control Delay (s) - - 13 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - 7: CMC East Access & CR 114/CR 114 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 177 5 0 402 1 1 Future Volume (vph) 177 5 0 402 1 1 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.932 Flt Protected 0.976 Satd. Flow (prot)1857 0 0 1863 1694 0 Flt Permitted 0.976 Satd. Flow (perm)1857 0 0 1863 1694 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 197 0 0 437 2 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 31.2% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2045 Total AM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 177 5 0 402 1 1 Future Vol, veh/h 177 5 0 402 1 1 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 192 5 0 437 1 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 197 0 632 195 Stage 1 - - - - 195 - Stage 2 - - - - 437 - 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 - - 1376 - 444 846 Stage 1 - - - - 838 - Stage 2 - - - - 651 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 1376 - 444 846 Mov Cap-2 Maneuver - - - - 444 - Stage 1 - - - - 838 - Stage 2 - - - - 651 - 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)582 - - 1376 - HCM Lane V/C Ratio 0.004 ---- HCM Control Delay (s) 11.2 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - 1: SH 82 & Commercial Access /CR 115 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)004806832837 15 37 1252 0 Future Volume (vph)004806832837 15 37 1252 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.865 0.850 0.999 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph)040974033100 0 40 1361 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 92.2%ICU Level of Service F Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 20.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 004806832837 15 37 1252 0 Future Vol, veh/h 0 04806832837 15 37 1252 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 004907433084 16 40 1361 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2989 4547 681 3859 4539 1550 1361 0 0 3100 0 0 Stage 1 1441 1441 - 3098 3098 - - - - - - - Stage 2 1548 3106 - 761 1441 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 6 1 393 ~ 1 1 103 501 - - 103 - - Stage 1 139 196 - 12 27 - - - - - - - Stage 2 119 27 - 364 196 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1 1 393 ~ 1 1 103 501 - - 103 - - Mov Cap-2 Maneuver 1 1 - ~ 1 1 - - - - - - - Stage 1 138 120 - 12 27 - - - - - - - Stage 2 33 27 - 220 120 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.3 $ 1086.5 0 1.7 HCM LOS B F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)501 - - 393 1 103 103 - - HCM Lane V/C Ratio 0.007 - - 0.011 8.696 0.718 0.39 - - HCM Control Delay (s) 12.2 - - 14.3$ 9469.9 100.2 60.8 - - HCM Lane LOS B - - B F F F - - HCM 95th %tile Q(veh) 0 - - 0 2.4 3.8 1.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)18 15 0 0 16 92 0 0 0 64 0 13 Future Volume (vph)18 15 0 0 16 92 0 0 0 64 0 13 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.885 0.977 Flt Protected 0.973 0.960 Satd. Flow (prot)0 1812 0 0 1649 0 0 1863 0 0 1747 0 Flt Permitted 0.973 0.960 Satd. Flow (perm)0 1812 0 0 1649 0 0 1863 0 0 1747 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 36 0 0 117 00000840 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 19.5% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 18 15 0 0 16 92 0 0 0 64 0 13 Future Vol, veh/h 18 15 0 0 16 92 0 0 0 64 0 13 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 20 16 0 0 17 100 0 0 0 70 0 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 117 0 0 16 0 0 130 173 16 123 123 67 Stage 1 ------5656-6767- Stage 2 ------74117-5656- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1471 - - 1602 - - 843 720 1063 852 767 997 Stage 1 ------956848-943839- Stage 2 ------935799-956848- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1471 - - 1602 - - 822 710 1063 843 756 997 Mov Cap-2 Maneuver ------822710-843756- Stage 1 ------943836-930839- Stage 2 ------922799-943836- Approach EB WB NB SB HCM Control Delay, s 4.1 0 0 9.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1471 - - 1602 - - 866 HCM Lane V/C Ratio - 0.013 -----0.097 HCM Control Delay (s) 0 7.5 0 - 0 - - 9.6 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0.3 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 258 15 0 0 16 000000179 Future Volume (vph) 258 15 0 0 16 000000179 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 Flt Protected 0.955 Satd. Flow (prot)0 1779 0 0 1863 0 0 1863 0 0 1611 0 Flt Permitted 0.955 Satd. Flow (perm)0 1779 0 0 1863 0 0 1863 0 0 1611 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 296 0 0 17 000001950 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 39.5% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 7.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 258150016000000179 Future Vol, veh/h 258 15 0 0 16 000000179 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 280160017000000195 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 17 0 0 16 0 0 691 593 16 593 593 17 Stage 1 ------576576-1717- Stage 2 ------11517-576576- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1600 - - 1602 - - 359 418 1063 417 418 1062 Stage 1 ------503502-1002 881 - Stage 2 ------890881-503502- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1600 - - 1602 - - 253 344 1063 360 344 1062 Mov Cap-2 Maneuver ------253344-360344- Stage 1 ------414413-825881- Stage 2 ------727881-414413- Approach EB WB NB SB HCM Control Delay, s 7.3 0 0 9.1 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1600 - - 1602 - - 1062 HCM Lane V/C Ratio - 0.175 -----0.183 HCM Control Delay (s) 0 7.7 0 - 0 - - 9.1 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0.6 - - 0 - - 0.7 4: SH 82 & CR 154 /CR 114 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)50 61 78 174 59 498 153 2284 207 362 955 34 Future Volume (vph)50 61 78 174 59 498 153 2284 207 362 955 34 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 800 150 Storage Lanes 0 1 1 1 1 1 2 1 Taper Length (ft)25 25 145 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.978 0.950 0.950 0.950 Satd. Flow (prot)0 1822 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583 Flt Permitted 0.825 0.576 0.950 0.950 Satd. Flow (perm)0 1537 1583 1073 1863 1583 1770 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)87 193 98 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 1032 Travel Time (s)22.9 2.9 6.7 12.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 120 85 189 64 541 166 2483 225 393 1038 37 Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 Free 2 6 Detector Phase 48484 162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)23.0 23.5 23.0 23.5 170.0 11.5 112.0 112.0 11.5 112.0 112.0 Actuated g/C Ratio 0.14 0.14 0.14 0.14 1.00 0.07 0.66 0.66 0.07 0.66 0.66 v/c Ratio 0.58 0.29 1.30 0.25 0.34 1.39 1.07 0.21 1.69 0.45 0.03 Control Delay 81.1 13.5 230.9 68.3 0.6 273.0 67.7 6.7 372.3 14.7 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 81.1 13.5 230.9 68.3 0.6 273.0 67.7 6.7 372.3 14.7 0.1 LOS FBFEAFEAFBA Approach Delay 53.1 60.9 74.8 110.1 Approach LOS D E E F Queue Length 50th (ft)127 0 ~269 65 0 ~245 ~1598 50 ~329 278 0 Queue Length 95th (ft)203 54 #441 117 0 #411 #1709 88 #443 325 0 Internal Link Dist (ft)926 70 460 952 4: SH 82 & CR 154 /CR 114 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 800 150 Base Capacity (vph)207 293 145 257 1583 119 2331 1076 232 2331 1070 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.58 0.29 1.30 0.25 0.34 1.39 1.07 0.21 1.69 0.45 0.03 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.69 Intersection Signal Delay: 81.6 Intersection LOS: F Intersection Capacity Utilization 108.9%ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)16 484 124 5 593 2 102 2 12 1 2 22 Future Volume (vph)16 484 124 5 593 2 102 2 12 1 2 22 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 105 0 0 0 Storage Lanes 0 0 0 0 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.970 0.969 0.880 Flt Protected 0.999 0.950 0.963 0.998 Satd. Flow (prot)0 3430 0 0 3539 0 1681 1651 0 0 1636 0 Flt Permitted 0.999 0.950 0.963 0.998 Satd. Flow (perm)0 3430 0 0 3539 0 1681 1651 0 0 1636 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 340 1037 952 Travel Time (s)2.9 6.6 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)43% Lane Group Flow (vph) 0 678 0 0 652 0 63 63 0 0 27 0 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 45.8%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 16 484 124 5 593 2 102 2 12 1 2 22 Future Vol, veh/h 16 484 124 5 593 2 102 2 12 1 2 22 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------105----- 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 22222222222 Mvmt Flow 17 526 135 5 645 2 111 2 13 1 2 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 647 0 0 661 0 0 962 1285 331 954 1351 324 Stage 1 ------628628-656656- Stage 2 ------334657-298695- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.545.54-6.545.54- Critical Hdwy Stg 2 ------6.545.54-6.545.54- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 934 - - 923 - - 210 163 665 213 149 672 Stage 1 ------437474-421460- Stage 2 ------653460-686442- Platoon blocked, %- -- - Mov Cap-1 Maneuver 934 - - 923 - - 195 157 665 201 143 672 Mov Cap-2 Maneuver ------195157-201143- Stage 1 ------424460-409456- Stage 2 ------622456-650429- Approach EB WB NB SB HCM Control Delay, s 0.3 0.1 30.3 12.9 HCM LOS D B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)195 234 934 - - 923 - - 484 HCM Lane V/C Ratio 0.379 0.223 0.019 - - 0.006 - - 0.056 HCM Control Delay (s) 34.3 24.7 8.9 0.1 - 8.9 0 - 12.9 HCM Lane LOS D C A A - A A - B HCM 95th %tile Q(veh) 1.7 0.8 0.1 - - 0 - - 0.2 6: CR 114 /CR 114 & CMC West Access 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)36 2 446 43 4 319 Future Volume (vph)36 2 446 43 4 319 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.850 Flt Protected 0.955 0.999 Satd. Flow (prot)1766 0 1863 1583 0 1861 Flt Permitted 0.955 0.999 Satd. Flow (perm)1766 0 1863 1583 0 1861 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 41 0 485 47 0 351 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 33.5%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 36 2 446 43 4 319 Future Vol, veh/h 36 2 446 43 4 319 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 39 2 485 47 4 347 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 840 485 0 0 532 0 Stage 1 485 ----- Stage 2 355 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 335 582 - - 1036 - Stage 1 619 ----- Stage 2 710 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 333 582 - - 1036 - Mov Cap-2 Maneuver 333 ----- Stage 1 616 ----- Stage 2 710 ----- Approach WB NB SB HCM Control Delay, s 17 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 341 1036 - HCM Lane V/C Ratio - - 0.121 0.004 - HCM Control Delay (s) - - 17 8.5 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0.4 0 - 7: CMC East Access & CR 114/CR 114 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 416 22 5 275 16 4 Future Volume (vph) 416 22 5 275 16 4 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.974 Flt Protected 0.999 0.961 Satd. Flow (prot)1850 0 0 1861 1744 0 Flt Permitted 0.999 0.961 Satd. Flow (perm)1850 0 0 1861 1744 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 476 0 0 304 21 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 33.2% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2045 Total PM .syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 416 22 5 275 16 4 Future Vol, veh/h 416 22 5 275 16 4 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 452 24 5 299 17 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 476 0 773 464 Stage 1 - - - - 464 - 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 - - 1086 - 367 598 Stage 1 - - - - 633 - Stage 2 - - - - 745 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 1086 - 365 598 Mov Cap-2 Maneuver - - - - 365 - Stage 1 - - - - 629 - Stage 2 - - - - 745 - Approach EB WB NB HCM Control Delay, s 0 0.1 14.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)396 - - 1086 - HCM Lane V/C Ratio 0.055 - - 0.005 - HCM Control Delay (s) 14.6 - - 8.3 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - 1: SH 82 & Commercial Access /CR 115 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)100004131478 5 23 1264 0 Future Volume (vph)100004131478 5 23 1264 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 25 0 100 0 175 0 Storage Lanes 0 0 1 0 1 0 1 0 Taper Length (ft)25 25 85 120 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1770 0 1863 1583 0 1770 3539 0 1770 3539 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 1770 0 1863 1583 0 1770 3539 0 1770 3539 0 Link Speed (mph)20 35 55 55 Link Distance (ft)998 904 13384 2074 Travel Time (s)34.0 17.6 165.9 25.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph)010045031612 0 25 1374 0 Sign Control Stop Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 51.0%ICU Level of Service A Analysis Period (min) 15 1: SH 82 & Commercial Access /CR 115 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering 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 100004131478 5 23 1264 0 Future Vol, veh/h 1 00004131478 5 23 1264 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 25 - - 100 - - 175 - - 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 22222222222 Mvmt Flow 100004531607 5 25 1374 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2234 3042 687 2353 3040 806 1374 0 0 1612 0 0 Stage 1 1424 1424 - 1616 1616 - - - - - - - Stage 2 810 1618 - 737 1424 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 23 13 389 19 13 325 495 - - 401 - - Stage 1 143 200 - 108 161 - - - - - - - Stage 2 340 161 - 376 200 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 19 12 389 18 12 325 495 - - 401 - - Mov Cap-2 Maneuver 19 12 - 18 12 - - - - - - - Stage 1 142 188 - 107 160 - - - - - - - Stage 2 292 160 - 353 188 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 205.7 17.8 0 0.3 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)495 - - 19 - 325 401 - - HCM Lane V/C Ratio 0.007 - - 0.057 - 0.137 0.062 - - HCM Control Delay (s) 12.3 - - 205.7 0 17.8 14.6 - - HCM Lane LOS B - - F A C B - - HCM 95th %tile Q(veh) 0 - - 0.2 - 0.5 0.2 - - 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)14 13 0 0 17 72 0 0 0 80 0 16 Future Volume (vph)14 13 0 0 17 72 0 0 0 80 0 16 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.890 0.978 Flt Protected 0.975 0.960 Satd. Flow (prot)0 1816 0 0 1658 0 0 1863 0 0 1749 0 Flt Permitted 0.975 0.960 Satd. Flow (perm)0 1816 0 0 1658 0 0 1863 0 0 1749 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2024 2044 1084 1110 Travel Time (s)55.2 55.7 29.6 30.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 29 0 0 96 000001040 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 20.2% ICU Level of Service A Analysis Period (min) 15 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 14 13 0 0 17 72 0 0 0 80 0 16 Future Vol, veh/h 14 13 0 0 17 72 0 0 0 80 0 16 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 15 14 0 0 18 78 0 0 0 87 0 17 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 96 0 0 14 0 0 110 140 14 101 101 57 Stage 1 ------4444-5757- Stage 2 ------6696-4444- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1498 - - 1604 - - 868 751 1066 880 789 1009 Stage 1 ------970858-955847- Stage 2 ------945815-970858- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1498 - - 1604 - - 846 743 1066 873 781 1009 Mov Cap-2 Maneuver ------846743-873781- Stage 1 ------960849-945847- Stage 2 ------929815-960849- Approach EB WB NB SB HCM Control Delay, s 3.9 0 0 9.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1498 - - 1604 - - 893 HCM Lane V/C Ratio - 0.01 -----0.117 HCM Control Delay (s) 0 7.4 0 - 0 - - 9.6 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0 - - 0 - - 0.4 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 200 13 0 0 17 000000223 Future Volume (vph) 200 13 0 0 17 000000223 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.865 Flt Protected 0.955 Satd. Flow (prot)0 1779 0 0 1863 0 0 1863 0 0 1611 0 Flt Permitted 0.955 Satd. Flow (perm)0 1779 0 0 1863 0 0 1863 0 0 1611 0 Link Speed (mph)25 25 25 25 Link Distance (ft)2021 1989 1003 1004 Travel Time (s)55.1 54.2 27.4 27.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 231 0 0 18 000002420 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 38.9% ICU Level of Service A Analysis Period (min) 15 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 200130017000000223 Future Vol, veh/h 200 13 0 0 17 000000223 Conflicting Peds, #/hr 0 00000000000 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 22222222222 Mvmt Flow 217140018000000242 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 18 0 0 14 0 0 587 466 14 466 466 18 Stage 1 ------448448-1818- Stage 2 ------13918-448448- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.125.52-6.125.52- Critical Hdwy Stg 2 ------6.125.52-6.125.52- Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1599 - - 1604 - - 421 494 1066 507 494 1061 Stage 1 ------590573-1001 880 - Stage 2 ------864880-590573- Platoon blocked, %- -- - Mov Cap-1 Maneuver 1599 - - 1604 - - 290 426 1066 454 426 1061 Mov Cap-2 Maneuver ------290426-454426- Stage 1 ------509494-864880- Stage 2 ------667880-509494- Approach EB WB NB SB HCM Control Delay, s 7.1 0 0 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)- 1599 - - 1604 - - 1061 HCM Lane V/C Ratio - 0.136 -----0.228 HCM Control Delay (s) 0 7.6 0 - 0 - - 9.4 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) - 0.5 - - 0 - - 0.9 4: SH 82 & CR 154 /CR 114 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)28 20 67 174 29 428 50 939 175 353 906 33 Future Volume (vph)28 20 67 174 29 428 50 939 175 353 906 33 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 40 0 0 380 205 800 150 Storage Lanes 0 1 1 1 1 1 2 1 Taper Length (ft)25 25 145 225 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.972 0.950 0.950 0.950 Satd. Flow (prot)0 1811 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583 Flt Permitted 0.811 0.723 0.950 0.950 Satd. Flow (perm)0 1511 1583 1347 1863 1583 1770 3539 1583 3433 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)87 323 190 80 Link Speed (mph)30 35 55 55 Link Distance (ft)1006 150 540 1032 Travel Time (s)22.9 2.9 6.7 12.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 0 52 73 189 32 465 54 1021 190 384 985 36 Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom Protected Phases 8 4 1 6 5 2 Permitted Phases 4 4 8 Free 2 6 Detector Phase 48484 162526 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0 Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0 Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0 Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0 All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Act Effct Green (s)23.0 23.5 23.0 23.5 170.0 10.4 112.0 116.3 11.5 116.3 112.0 Actuated g/C Ratio 0.14 0.14 0.14 0.14 1.00 0.06 0.66 0.68 0.07 0.68 0.66 v/c Ratio 0.25 0.25 1.04 0.12 0.29 0.50 0.44 0.17 1.66 0.41 0.03 Control Delay 69.6 9.6 145.3 65.8 0.5 93.1 14.6 1.6 356.5 13.0 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.6 9.6 145.3 65.8 0.5 93.1 14.6 1.6 356.5 13.0 0.1 LOS EAFEAFBAFBA Approach Delay 34.6 43.4 16.0 106.6 Approach LOS C D B F Queue Length 50th (ft)53 0 ~226 32 0 59 273 0 ~318 259 0 Queue Length 95th (ft)100 37 #399 69 0 111 318 28 #431 303 0 Internal Link Dist (ft)926 70 460 952 4: SH 82 & CR 154 /CR 114 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Turn Bay Length (ft)40 380 205 800 150 Base Capacity (vph)204 293 182 257 1583 119 2331 1143 232 2421 1070 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.25 0.25 1.04 0.12 0.29 0.45 0.44 0.17 1.66 0.41 0.03 Intersection Summary Area Type:Other Cycle Length: 170 Actuated Cycle Length: 170 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.66 Intersection Signal Delay: 58.6 Intersection LOS: E Intersection Capacity Utilization 71.5%ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: SH 82 & CR 154 /CR 114 5: Frontage Road & CR 114 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)4 451 88 1 570 1 39 15005 Future Volume (vph)4 451 88 1 570 1 39 15005 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 105 0 0 0 Storage Lanes 0 0 0 0 1 0 0 0 Taper Length (ft)25 25 90 25 Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 Frt 0.976 0.969 0.865 Flt Protected 0.950 0.964 Satd. Flow (prot)0 3454 0 0 3539 0 1681 1653 0 0 1611 0 Flt Permitted 0.950 0.964 Satd. Flow (perm)0 3454 0 0 3539 0 1681 1653 0 0 1611 0 Link Speed (mph)35 35 25 25 Link Distance (ft)150 340 1037 952 Travel Time (s)2.9 6.6 28.3 26.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)42% Lane Group Flow (vph) 0 590 0 0 622 0 24 24 0050 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 32.7%ICU Level of Service A Analysis Period (min) 15 5: Frontage Road & CR 114 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 445188157013915005 Future Vol, veh/h 4 451 88 1 570 1 39 15005 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------105----- 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 22222222222 Mvmt Flow 449096162014215005 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 621 0 0 586 0 0 858 1169 293 877 1217 311 Stage 1 ------546546-623623- Stage 2 ------312623-254594- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.545.54-6.545.54- Critical Hdwy Stg 2 ------6.545.54-6.545.54- Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 956 - - 985 - - 251 192 703 243 180 685 Stage 1 ------490516-440476- Stage 2 ------673476-728491- Platoon blocked, %- -- - Mov Cap-1 Maneuver 956 - - 985 - - 247 190 703 239 179 685 Mov Cap-2 Maneuver ------247190-239179- Stage 1 ------487513-437475- Stage 2 ------666475-717488- Approach EB WB NB SB HCM Control Delay, s 0.1 0 20.1 10.3 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)247 292 956 - - 985 - - 685 HCM Lane V/C Ratio 0.114 0.071 0.005 - - 0.001 - - 0.008 HCM Control Delay (s) 21.4 18.3 8.8 0 - 8.7 0 - 10.3 HCM Lane LOS C C A A - A A - B HCM 95th %tile Q(veh) 0.4 0.2 0 - - 0 - - 0 6: CR 114 /CR 114 & CMC West Access 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)41 18 398 35 6 464 Future Volume (vph)41 18 398 35 6 464 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 115 0 Storage Lanes 1 0 1 0 Taper Length (ft)25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.958 0.850 Flt Protected 0.967 0.999 Satd. Flow (prot)1726 0 1863 1583 0 1861 Flt Permitted 0.967 0.999 Satd. Flow (perm)1726 0 1863 1583 0 1861 Link Speed (mph)20 25 25 Link Distance (ft)765 701 502 Travel Time (s)26.1 19.1 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 65 0 433 38 0 511 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 39.2%ICU Level of Service A Analysis Period (min) 15 6: CR 114 /CR 114 & CMC West Access 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 41 18 398 35 6 464 Future Vol, veh/h 41 18 398 35 6 464 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 115 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 45 20 433 38 7 504 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 951 433 0 0 471 0 Stage 1 433 ----- Stage 2 518 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 15.42----- Critical Hdwy Stg 25.42----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 288 623 - - 1091 - Stage 1 654 ----- Stage 2 598 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 285 623 - - 1091 - Mov Cap-2 Maneuver 285 ----- Stage 1 648 ----- Stage 2 598 ----- Approach WB NB SB HCM Control Delay, s 17.9 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)- - 342 1091 - HCM Lane V/C Ratio - - 0.188 0.006 - HCM Control Delay (s) - - 17.9 8.3 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0.7 0 - 7: CMC East Access & CR 114/CR 114 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 309 17 0 342 22 0 Future Volume (vph) 309 17 0 342 22 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 Flt Protected 0.950 Satd. Flow (prot)1850 0 0 1863 1770 0 Flt Permitted 0.950 Satd. Flow (perm)1850 0 0 1863 1770 0 Link Speed (mph)25 25 20 Link Distance (ft)1492 797 669 Travel Time (s)40.7 21.7 22.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph) 354 0 0 372 24 0 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 28.0% ICU Level of Service A Analysis Period (min) 15 7: CMC East Access & CR 114/CR 114 2045 Total Sat.syn Spring Valley Ranch Synchro 10 Report Glenwood Springs, CO McDowell Engineering Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 309 17 0 342 22 0 Future Vol, veh/h 309 17 0 342 22 0 Conflicting Peds, #/hr 0 00000 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 22222 Mvmt Flow 336 18 0 372 24 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 354 0 717 345 Stage 1 - - - - 345 - Stage 2 - - - - 372 - 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 - - 1205 - 396 698 Stage 1 - - - - 717 - Stage 2 - - - - 697 - Platoon blocked, % - -- Mov Cap-1 Maneuver - - 1205 - 396 698 Mov Cap-2 Maneuver - - - - 396 - Stage 1 - - - - 717 - Stage 2 - - - - 697 - Approach EB WB NB HCM Control Delay, s 0 0 14.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)396 - - 1205 - HCM Lane V/C Ratio 0.06 ---- HCM Control Delay (s) 14.7 - - 0 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - SimTraffic Simulation Summary 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 1 Summary of All Intervals Run Number 20 21 22 23 24 25 26 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 2222222 # of Recorded Intervals 1111111 Vehs Entered 5872 5748 5804 5832 5679 5897 5811 Vehs Exited 5364 5511 5288 5485 5445 5586 5465 Starting Vehs 440 473 413 446 472 461 460 Ending Vehs 948 710 929 793 706 772 806 Denied Entry Before 0312004 Denied Entry After 137 188 252 184 278 101 145 Travel Distance (mi)14399 14426 14179 14382 14153 14579 14228 Travel Time (hr)704.7 650.8 718.8 625.4 698.1 624.3 656.0 Total Delay (hr)415.7 361.1 434.0 336.0 413.9 332.1 369.1 Total Stops 5027 4623 4803 4659 4706 6038 5438 Fuel Used (gal)523.1 513.4 519.0 506.1 519.5 511.8 508.6 Summary of All Intervals Run Number 27 28 2922 Sim Traffic Runs\2045 Total AM_Simtraffic Avg Start Time 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 Total Time (min)75 75 75 75 75 Time Recorded (min)60 60 60 60 60 # of Intervals 22222 # of Recorded Intervals 11111 Vehs Entered 5779 5685 5865 5793 5796 Vehs Exited 5340 5195 5305 5604 5416 Starting Vehs 452 472 453 446 452 Ending Vehs 891 962 1013 635 834 Denied Entry Before 04001 Denied Entry After 158 247 163 137 179 Travel Distance (mi)14267 13909 14415 14281 14292 Travel Time (hr)669.5 792.7 710.0 553.7 673.1 Total Delay (hr)383.4 513.7 421.7 267.0 386.2 Total Stops 5122 5403 5236 3428 4953 Fuel Used (gal)511.2 528.5 524.4 491.5 514.3 Interval #0 Information Seeding Start Time 6:45 End Time 7:00 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 2 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min)60 Volumes adjusted by Growth Factors. Run Number 20 21 22 23 24 25 26 Vehs Entered 5872 5748 5804 5832 5679 5897 5811 Vehs Exited 5364 5511 5288 5485 5445 5586 5465 Starting Vehs 440 473 413 446 472 461 460 Ending Vehs 948 710 929 793 706 772 806 Denied Entry Before 0312004 Denied Entry After 137 188 252 184 278 101 145 Travel Distance (mi)14399 14426 14179 14382 14153 14579 14228 Travel Time (hr)704.7 650.8 718.8 625.4 698.1 624.3 656.0 Total Delay (hr)415.7 361.1 434.0 336.0 413.9 332.1 369.1 Total Stops 5027 4623 4803 4659 4706 6038 5438 Fuel Used (gal)523.1 513.4 519.0 506.1 519.5 511.8 508.6 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min)60 Volumes adjusted by Growth Factors. Run Number 27 28 2922 Sim Traffic Runs\2045 Total AM_Simtraffic Avg Vehs Entered 5779 5685 5865 5793 5796 Vehs Exited 5340 5195 5305 5604 5416 Starting Vehs 452 472 453 446 452 Ending Vehs 891 962 1013 635 834 Denied Entry Before 04001 Denied Entry After 158 247 163 137 179 Travel Distance (mi)14267 13909 14415 14281 14292 Travel Time (hr)669.5 792.7 710.0 553.7 673.1 Total Delay (hr)383.4 513.7 421.7 267.0 386.2 Total Stops 5122 5403 5236 3428 4953 Fuel Used (gal)511.2 528.5 524.4 491.5 514.3 SimTraffic Performance Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 3 1: SH 82 & Commercial Access /CR 115 Performance by movement Movement EBR WBL WBR NBL NBT NBR SBL SBT All Denied Delay (hr)0.0 0.6 1.2 0.0 0.0 0.0 0.0 0.6 2.5 Denied Del/Veh (s)0.1 105.0 85.5 0.0 0.0 0.0 1.8 0.9 2.3 Total Delay (hr)0.1 7.9 13.6 0.1 5.0 0.1 0.2 2.7 29.6 Total Del/Veh (s)74.5 1235.5 962.2 62.9 14.2 14.7 11.8 3.8 26.9 Stop Delay (hr)0.1 7.9 13.7 0.1 0.0 0.0 0.1 0.0 21.8 Stop Del/Veh (s)74.5 1236.5 963.7 52.3 0.0 0.0 8.1 0.0 19.8 Total Stops 3 17 50 4 0 0 38 0 112 Stop/Veh 1.00 0.74 0.98 0.80 0.00 0.00 0.64 0.00 0.03 Travel Dist (mi)0.5 2.5 6.4 10.7 2789.4 41.0 22.4 975.9 3848.8 Travel Time (hr)0.1 8.6 15.1 0.3 56.2 0.8 0.7 21.2 103.0 Avg Speed (mph)6 0 0 37 50 49 33 47 38 Fuel Used (gal)0.0 2.0 3.6 0.3 78.1 1.1 0.6 27.6 113.5 Fuel Eff. (mpg)17.0 1.2 1.8 36.0 35.7 36.9 35.6 35.3 33.9 HC Emissions (g)0171990553831393 CO Emissions (g)2 131 333 62 29072 247 236 12336 42419 NOx Emissions (g)0 3 13 13 5076 50 28 1738 6920 Vehicles Entered 3 19 47 5 1202 17 58 2522 3873 Vehicles Exited 3 11 31 4 1196 18 58 2522 3843 Hourly Exit Rate 3 11 31 4 1196 18 58 2522 3843 Input Volume 3 23 51 5 1310 20 61 2536 4009 % of Volume 100 48 61 80 91 90 95 99 96 Denied Entry Before 000000011 Denied Entry After 025000007 Density (ft/veh)486 Occupancy (veh) 0 8 14 0 56 1 1 21 101 SimTraffic Performance Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 4 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Performance by movement Movement EBL EBT WBT WBR SBL SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1 Total Del/Veh (s)2.1 0.3 0.5 0.3 4.5 3.4 2.6 Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1 Stop Del/Veh (s)0.3 0.0 0.0 0.0 2.6 2.6 1.5 Total Stops 10008416101 Stop/Veh 0.11 0.00 0.00 0.00 0.99 1.00 0.56 Travel Dist (mi)3.4 6.0 4.2 16.3 17.2 3.3 50.4 Travel Time (hr)0.1 0.2 0.2 0.7 0.8 0.2 2.2 Avg Speed (mph)24 25 25 24 21 21 23 Fuel Used (gal)0.1 0.2 0.1 0.5 0.5 0.1 1.4 Fuel Eff. (mpg)33.7 34.9 34.2 35.3 34.9 34.7 34.8 HC Emissions (g)0003408 CO Emissions (g) 9 13 11 64 87 9 194 NOx Emissions (g)1 2 2 10 12 1 28 Vehicles Entered 9 16 11 43 84 16 179 Vehicles Exited 9 16 11 43 84 16 179 Hourly Exit Rate 9 16 11 43 84 16 179 Input Volume 9 17 10 43 84 17 180 % of Volume 100 94 110 100 100 94 99 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)2778 Occupancy (veh)0001102 SimTraffic Performance Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 5 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Performance by movement Movement EBL EBT WBT SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.2 0.2 0.1 0.2 0.2 Total Delay (hr)0.1 0.0 0.0 0.3 0.3 Total Del/Veh (s)2.3 1.0 0.2 4.0 3.2 Stop Delay (hr)0.0 0.0 0.0 0.2 0.2 Stop Del/Veh (s)0.0 0.0 0.0 2.7 1.7 Total Stops 2 0 0 231 233 Stop/Veh 0.02 0.00 0.00 0.99 0.62 Travel Dist (mi)43.5 6.1 3.9 42.6 96.2 Travel Time (hr)1.9 0.3 0.2 2.1 4.4 Avg Speed (mph)23 24 24 20 22 Fuel Used (gal)1.3 0.2 0.1 1.2 2.8 Fuel Eff. (mpg)33.4 34.0 34.2 34.3 33.8 HC Emissions (g)9 0 0 10 19 CO Emissions (g)210 16 9 244 479 NOx Emissions (g)31 2 1 32 66 Vehicles Entered 115 16 11 230 372 Vehicles Exited 116 16 11 231 374 Hourly Exit Rate 116 16 11 231 374 Input Volume 119 17 10 235 381 % of Volume 97 94 110 98 98 Denied Entry Before 00000 Denied Entry After 00000 Density (ft/veh)1349 Occupancy (veh)20024 SimTraffic Performance Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 6 4: SH 82 & CR 154 /CR 114 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr)0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.8 0.7 3.7 1.2 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr)1.1 2.6 5.1 2.2 1.1 0.1 1.6 2.6 0.1 61.9 22.2 0.3 Total Del/Veh (s)138.7 150.2 78.9 71.4 84.9 1.5 80.2 11.8 2.1 660.9 40.6 19.9 Stop Delay (hr)1.1 2.5 4.8 2.2 1.0 0.0 1.5 1.6 0.0 61.2 9.7 0.1 Stop Del/Veh (s)132.5 142.8 74.5 69.4 82.1 0.1 77.7 7.3 1.7 653.6 17.8 6.4 Total Stops 32 74 244 75 34 1 67 239 24 470 1215 28 Stop/Veh 1.10 1.19 1.05 0.66 0.74 0.01 0.94 0.30 0.26 1.39 0.62 0.47 Travel Dist (mi)5.0 10.6 40.5 2.6 1.1 3.9 6.9 79.9 9.1 53.9 371.9 11.1 Travel Time (hr)1.3 3.0 6.8 2.4 1.1 0.3 1.8 4.1 0.3 63.2 29.0 0.6 Avg Speed (mph)44611134192711317 Fuel Used (gal)0.4 0.9 2.4 0.7 0.3 0.1 0.5 2.3 0.2 15.6 16.1 0.4 Fuel Eff. (mpg) 12.5 11.8 16.9 3.9 3.7 37.6 13.8 34.1 55.2 3.5 23.1 25.7 HC Emissions (g)2 3 16 3111252441495 CO Emissions (g)60 123 518 76 38 18 77 838 92 1584 5499 210 NOx Emissions (g)5 10 44 84249867552118 Vehicles Entered 28 60 229 111 44 194 69 805 92 313 1933 58 Vehicles Exited 27 59 223 110 44 194 69 804 92 253 1953 58 Hourly Exit Rate 27 59 223 110 44 194 69 804 92 253 1953 58 Input Volume 25 53 230 207 71 322 72 801 95 351 2147 64 % of Volume 108 111 97 53 62 60 96 100 97 72 91 91 Denied Entry Before 000000000000 Denied Entry After 000000000000 Density (ft/veh) Occupancy (veh)13721024063291 SimTraffic Performance Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 7 4: SH 82 & CR 154 /CR 114 Performance by movement Movement All Denied Delay (hr)0.3 Denied Del/Veh (s)0.3 Total Delay (hr)100.9 Total Del/Veh (s)90.5 Stop Delay (hr)85.8 Stop Del/Veh (s)77.0 Total Stops 2503 Stop/Veh 0.62 Travel Dist (mi)596.5 Travel Time (hr)114.1 Avg Speed (mph)5 Fuel Used (gal)39.8 Fuel Eff. (mpg)15.0 HC Emissions (g)253 CO Emissions (g) 9133 NOx Emissions (g)796 Vehicles Entered 3936 Vehicles Exited 3886 Hourly Exit Rate 3886 Input Volume 4438 % of Volume 88 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh)80 Occupancy (veh)114 SimTraffic Performance Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 8 5: Frontage Road & CR 114 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBT SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.2 Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 16.6 17.5 0.1 0.1 1.1 Total Delay (hr)0.0 0.1 0.0 0.7 14.9 0.0 14.0 0.7 0.4 2.6 33.6 Total Del/Veh (s)8.2 1.2 1.1 382.0 160.6 10.1 1070.9 447.1 771.5 860.1 148.7 Stop Delay (hr)0.0 0.0 0.0 0.7 14.8 0.0 14.0 0.7 0.4 2.6 33.4 Stop Del/Veh (s)7.4 0.4 0.2 385.6 159.1 8.8 1068.8 445.6 769.5 859.0 147.5 Total Stops 540026044621198 Stop/Veh 0.56 0.01 0.00 0.00 0.08 0.00 0.94 1.00 1.00 1.00 0.12 Travel Dist (mi)0.2 7.0 2.9 0.4 20.1 0.1 6.4 0.9 0.3 1.8 40.1 Travel Time (hr)0.0 0.5 0.2 0.8 15.5 0.0 14.5 0.8 0.4 2.7 35.5 Avg Speed (mph)6 15 12 0 1 11 01111 Fuel Used (gal)0.0 0.5 0.1 0.2 3.9 0.0 3.4 0.2 0.1 0.7 9.1 Fuel Eff. (mpg) 14.6 12.9 23.1 2.0 5.2 29.9 1.9 4.2 2.7 2.7 4.4 HC Emissions (g)06101401200034 CO Emissions (g) 2 247 27 10 465 1 324 12 7 39 1134 NOx Emissions (g)0 25 4 0 25 0 14 0 0 1 70 Vehicles Entered 9 281 113 6 321 2 44 6 2 11 795 Vehicles Exited 9 281 113 6 318 2 20 4 1 6 760 Hourly Exit Rate 9 281 113 6 318 2 20 4 1 6 760 Input Volume 13 344 142 10 537 2 49 6 2 10 1115 % of Volume 69 82 80 60 59 100 41 67 50 60 68 Denied Entry Before 00000000000 Denied Entry After 00000020002 Density (ft/veh)109 Occupancy (veh)00011601410335 SimTraffic Performance Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 9 6: CR 114 /CR 114 & CMC West Access Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1 Denied Del/Veh (s)0.1 0.1 0.4 3.7 0.0 0.0 0.4 Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.1 0.1 Total Del/Veh (s)6.3 2.8 0.3 0.2 2.1 0.8 0.8 Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s)5.5 3.2 0.0 0.0 0.8 0.0 0.2 Total Stops 173000020 Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.03 Travel Dist (mi)2.3 0.5 26.8 7.2 0.1 36.5 73.3 Travel Time (hr)0.1 0.0 1.1 0.4 0.0 1.6 3.2 Avg Speed (mph)16 17 24 22 19 23 23 Fuel Used (gal)0.1 0.0 0.8 0.2 0.0 1.1 2.2 Fuel Eff. (mpg)30.4 29.5 32.7 34.9 36.6 33.6 33.2 HC Emissions (g)00520714 CO Emissions (g) 6 1 138 41 0 157 343 NOx Emissions (g)1 0 19 5 0 25 49 Vehicles Entered 16 3 211 57 1 393 681 Vehicles Exited 16 3 212 57 1 392 681 Hourly Exit Rate 16 3 212 57 1 392 681 Input Volume 18 3 211 53 1 402 688 % of Volume 89 100 100 108 100 98 99 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)811 Occupancy (veh)0010023 SimTraffic Performance Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 10 7: CMC East Access & CR 114/CR 114 Performance by movement Movement EBT EBR WBT NBL NBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.0 0.0 0.3 0.1 0.2 Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 Total Del/Veh (s)1.1 0.7 0.5 3.4 0.7 Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s)0.0 0.0 0.0 3.5 0.0 Total Stops 000011 Stop/Veh 0.00 0.00 0.00 1.00 0.00 Travel Dist (mi)54.8 1.5 57.3 0.1 0.1 113.7 Travel Time (hr)2.3 0.1 2.4 0.0 0.0 4.8 Avg Speed (mph)24 23 24 15 16 24 Fuel Used (gal)1.6 0.0 1.7 0.0 0.0 3.4 Fuel Eff. (mpg)34.0 37.3 33.0 30.6 32.1 33.5 HC Emissions (g)10 0 13 0 0 22 CO Emissions (g)214 3 308 0 0 525 NOx Emissions (g)34 0 43 0 0 78 Vehicles Entered 210 5 393 0 1 609 Vehicles Exited 209 5 393 0 1 608 Hourly Exit Rate 209 5 393 0 1 608 Input Volume 209 5 402 1 1 618 % of Volume 100 100 98 0 100 98 Denied Entry Before 000000 Denied Entry After 000000 Density (ft/veh)612 Occupancy (veh)202005 SimTraffic Performance Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 11 Total Zone Performance Denied Delay (hr)3.2 Denied Del/Veh (s)2.6 Total Delay (hr)164.9 Total Del/Veh (s)1487.5 Stop Delay (hr)141.2 Stop Del/Veh (s)1274.4 Total Stops 3068 Stop/Veh 7.69 Travel Dist (mi)4819.0 Travel Time (hr)267.2 Avg Speed (mph)18 Fuel Used (gal)172.3 Fuel Eff. (mpg)28.0 HC Emissions (g)1743 CO Emissions (g)54227 NOx Emissions (g)8008 Vehicles Entered 4456 Vehicles Exited 90 Hourly Exit Rate 90 Input Volume 11429 % of Volume 1 Denied Entry Before 1 Denied Entry After 9 Density (ft/veh)301 Occupancy (veh)264 Queuing and Blocking Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 12 Intersection: 1: SH 82 & Commercial Access /CR 115 Movement EB WB WB NB NB SB Directions Served LTR L TR L TR L Maximum Queue (ft)32 49 758 24 2 68 Average Queue (ft)4 39 499 5 0 24 95th Queue (ft)19 53 957 19 2 52 Link Distance (ft)951 858 13321 Upstream Blk Time (%)19 Queuing Penalty (veh)0 Storage Bay Dist (ft)25 100 175 Storage Blk Time (%)96 6 Queuing Penalty (veh)49 1 Intersection: 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Movement EB SB Directions Served LTR LTR Maximum Queue (ft)21 70 Average Queue (ft)1 35 95th Queue (ft)10 57 Link Distance (ft)1996 1082 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Movement EB SB Directions Served LTR LTR Maximum Queue (ft)30 82 Average Queue (ft)2 49 95th Queue (ft)15 74 Link Distance (ft)1993 976 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 13 Intersection: 4: SH 82 & CR 154 /CR 114 Movement EB EB WB WB WB NB NB NB NB SB SB SB Directions Served LT R L T R L T T R L L T Maximum Queue (ft) 666 66 71 69 19 140 218 210 50 912 962 1063 Average Queue (ft) 311 60 58 38 1 69 123 105 15 736 779 808 95th Queue (ft)724 82 71 76 13 129 208 193 40 1068 1123 1254 Link Distance (ft)942 50 50 50 467 467 963 Upstream Blk Time (%) 0 89 34 0 19 30 Queuing Penalty (veh) 0 178 68 0 0 384 Storage Bay Dist (ft)40 380 205 800 800 Storage Blk Time (%) 59 14 0 45 49 12 Queuing Penalty (veh) 135 11 0 475 514 41 Intersection: 4: SH 82 & CR 154 /CR 114 Movement SB SB B15 B15 B10 B10 Directions Served T R TTTT Maximum Queue (ft) 1037 345 1011 1006 2676 2729 Average Queue (ft) 695 42 387 387 511 519 95th Queue (ft)1169 204 1179 1182 2301 2325 Link Distance (ft)963 992 992 13321 13321 Upstream Blk Time (%) 6 21 23 Queuing Penalty (veh) 72 265 294 Storage Bay Dist (ft)150 Storage Blk Time (%) 25 Queuing Penalty (veh) 16 Intersection: 5: Frontage Road & CR 114 Movement EB EB WB WB B20 B20 B33 NB NB SB Directions Served LT TR LT TR T T T L LTR LTR Maximum Queue (ft)55 20 373 233 195 96 1332 184 625 170 Average Queue (ft)9 1 349 26 174 6 1140 142 275 72 95th Queue (ft)39 8 366 130 225 61 1767 233 819 200 Link Distance (ft)50 50 278 278 122 122 1291 993 901 Upstream Blk Time (%) 1 0 98 1 88 0 74 3 Queuing Penalty (veh)3000000 0 Storage Bay Dist (ft)105 Storage Blk Time (%)79 0 Queuing Penalty (veh)24 0 Queuing and Blocking Report 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 14 Intersection: 6: CR 114 /CR 114 & CMC West Access Movement WB SB Directions Served LR LT Maximum Queue (ft)31 8 Average Queue (ft)12 0 95th Queue (ft)31 5 Link Distance (ft)723 452 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 7: CMC East Access & CR 114/CR 114 Movement NB Directions Served LR Maximum Queue (ft)25 Average Queue (ft)1 95th Queue (ft)11 Link Distance (ft)634 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 2530 Actuated Signals, Observed Splits 2045 Total AM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 15 Intersection: 4: SH 82 & CR 154 /CR 114 Phase 124568 Movement(s) Served NBL SBT EBWB SBL NBT EBWB Maximum Green (s) 11.5 112.0 23.5 11.5 112.0 23.0 Minimum Green (s) 4.0 20.0 12.0 4.0 20.0 12.0 Recall None C-Max None None C-Max None Avg. Green (s)10.5 113.9 23.4 11.6 112.0 22.9 g/C Ratio NANANANANANA Cycles Skipped (%)000000 Cycles @ Minimum (%)000000 Cycles Maxed Out (%) 55 100 95 100 100 95 Cycles with Peds (%) 000000 Controller Summary Average Cycle Length (s): NA Number of Complete Cycles : 0 SimTraffic Simulation Summary 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 1 Summary of All Intervals Run Number 20 21 22 23 24 25 26 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 2222222 # of Recorded Intervals 1111111 Vehs Entered 6155 6211 5953 5928 6094 6169 5861 Vehs Exited 5880 5979 5808 5794 5858 5905 5668 Starting Vehs 469 482 508 513 475 522 496 Ending Vehs 744 714 653 647 711 786 689 Denied Entry Before 1012112 Denied Entry After 541 456 550 702 491 515 691 Travel Distance (mi)14794 15164 14361 14443 14642 14986 14052 Travel Time (hr)872.5 801.6 769.5 887.3 830.2 877.6 826.0 Total Delay (hr)570.2 493.6 475.8 593.3 532.0 573.6 538.4 Total Stops 6960 7041 6375 6593 6974 7392 5908 Fuel Used (gal)576.6 570.3 543.8 573.5 564.1 585.9 544.3 Summary of All Intervals Run Number 27 28 2922 Sim Traffic Runs\2045 Total PM_Simtraffic Avg Start Time 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 Total Time (min)75 75 75 75 75 Time Recorded (min)60 60 60 60 60 # of Intervals 22222 # of Recorded Intervals 11111 Vehs Entered 6117 5930 6034 6129 6054 Vehs Exited 5903 5742 5833 5893 5844 Starting Vehs 535 529 475 438 494 Ending Vehs 749 717 676 674 702 Denied Entry Before 3 17 0 3 3 Denied Entry After 606 686 497 438 560 Travel Distance (mi)14852 14359 14766 14748 14651 Travel Time (hr)878.9 957.5 816.3 788.6 846.0 Total Delay (hr)576.7 664.5 515.0 487.5 547.3 Total Stops 7074 6632 7049 6762 6796 Fuel Used (gal)580.4 585.0 561.4 557.0 567.5 Interval #0 Information Seeding Start Time 6:45 End Time 7:00 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 2 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min)60 Volumes adjusted by Growth Factors. Run Number 20 21 22 23 24 25 26 Vehs Entered 6155 6211 5953 5928 6094 6169 5861 Vehs Exited 5880 5979 5808 5794 5858 5905 5668 Starting Vehs 469 482 508 513 475 522 496 Ending Vehs 744 714 653 647 711 786 689 Denied Entry Before 1012112 Denied Entry After 541 456 550 702 491 515 691 Travel Distance (mi)14794 15164 14361 14443 14642 14986 14052 Travel Time (hr)872.5 801.6 769.5 887.3 830.2 877.6 826.0 Total Delay (hr)570.2 493.6 475.8 593.3 532.0 573.6 538.4 Total Stops 6960 7041 6375 6593 6974 7392 5908 Fuel Used (gal)576.6 570.3 543.8 573.5 564.1 585.9 544.3 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min)60 Volumes adjusted by Growth Factors. Run Number 27 28 2922 Sim Traffic Runs\2045 Total PM_Simtraffic Avg Vehs Entered 6117 5930 6034 6129 6054 Vehs Exited 5903 5742 5833 5893 5844 Starting Vehs 535 529 475 438 494 Ending Vehs 749 717 676 674 702 Denied Entry Before 3 17 0 3 3 Denied Entry After 606 686 497 438 560 Travel Distance (mi)14852 14359 14766 14748 14651 Travel Time (hr)878.9 957.5 816.3 788.6 846.0 Total Delay (hr)576.7 664.5 515.0 487.5 547.3 Total Stops 7074 6632 7049 6762 6796 Fuel Used (gal)580.4 585.0 561.4 557.0 567.5 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 3 1: SH 82 & Commercial Access /CR 115 Performance by movement Movement EBR WBL WBR NBL NBT NBR SBL SBT All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 Denied Del/Veh (s)0.1 4.5 1.6 0.0 0.0 0.0 2.1 0.2 0.1 Total Delay (hr)0.0 2.1 7.0 0.0 16.2 0.1 0.8 0.5 26.7 Total Del/Veh (s)7.5 923.4 349.0 25.9 23.3 23.8 80.3 1.4 24.7 Stop Delay (hr)0.0 2.0 7.0 0.0 0.0 0.0 0.8 0.0 9.9 Stop Del/Veh (s)7.3 921.8 349.2 5.5 0.0 0.0 78.0 0.0 9.1 Total Stops 4 8 71 2 0 0 35 0 120 Stop/Veh 1.00 1.00 0.99 0.67 0.00 0.00 0.92 0.00 0.03 Travel Dist (mi)0.8 1.2 11.0 7.0 5975.2 32.5 14.0 481.9 6523.5 Travel Time (hr)0.0 2.1 7.4 0.2 125.7 0.7 1.2 9.4 146.7 Avg Speed (mph)16 1 1 46 48 46 12 52 45 Fuel Used (gal)0.0 0.5 2.0 0.2 173.1 0.9 0.6 14.3 191.6 Fuel Eff. (mpg)30.2 2.4 5.5 34.4 34.5 35.6 24.9 33.7 34.0 HC Emissions (g)00912265 4 4 208 2493 CO Emissions (g) 2 49 363 66 72926 233 180 7171 80989 NOx Emissions (g)0 2 20 9 10840 38 19 951 11879 Vehicles Entered 4 8 70 3 2363 13 36 1245 3742 Vehicles Exited 4 7 65 3 2375 13 37 1245 3749 Hourly Exit Rate 4 7 65 3 2375 13 37 1245 3749 Input Volume 4 8 68 3 2837 15 37 1252 4224 % of Volume 100 88 96 100 84 87 100 99 89 Denied Entry Before 000000000 Denied Entry After 000000000 Density (ft/veh)333 Occupancy (veh)0270126119147 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 4 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Performance by movement Movement EBL EBT WBT WBR SBL SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1 Total Del/Veh (s)2.1 0.2 1.0 0.7 4.5 3.2 2.1 Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s)0.4 0.0 0.0 0.0 2.8 2.6 1.0 Total Stops 2000621579 Stop/Veh 0.11 0.00 0.00 0.00 1.00 1.00 0.37 Travel Dist (mi)7.1 4.9 5.6 34.4 12.7 3.1 67.8 Travel Time (hr)0.3 0.2 0.2 1.5 0.6 0.1 2.9 Avg Speed (mph)24 25 24 24 21 21 23 Fuel Used (gal)0.2 0.1 0.2 1.0 0.4 0.1 1.9 Fuel Eff. (mpg)34.1 34.5 34.4 35.2 34.8 34.3 34.8 HC Emissions (g)10082011 CO Emissions (g) 18 11 15 166 53 9 271 NOx Emissions (g)3 2 2 25 7 1 40 Vehicles Entered 19 13 15 90 62 15 214 Vehicles Exited 19 13 15 90 62 15 214 Hourly Exit Rate 19 13 15 90 62 15 214 Input Volume 18 15 16 92 64 13 218 % of Volume 106 87 94 98 97 115 98 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)2096 Occupancy (veh)0001103 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 5 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Performance by movement Movement EBL EBT WBT SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.2 0.2 0.1 0.2 0.2 Total Delay (hr)0.2 0.0 0.0 0.2 0.4 Total Del/Veh (s)3.0 2.3 0.3 3.7 3.1 Stop Delay (hr)0.0 0.0 0.0 0.1 0.1 Stop Del/Veh (s)0.0 0.0 0.0 2.7 1.0 Total Stops 4 0 0 176 180 Stop/Veh 0.02 0.00 0.00 0.99 0.39 Travel Dist (mi)95.4 5.7 5.6 32.5 139.2 Travel Time (hr)4.1 0.2 0.2 1.6 6.2 Avg Speed (mph)23 24 24 20 23 Fuel Used (gal)2.8 0.2 0.2 1.0 4.1 Fuel Eff. (mpg)33.5 34.0 34.0 34.2 33.7 HC Emissions (g)23 0 0 8 32 CO Emissions (g)521 15 13 196 745 NOx Emissions (g)78 2 2 26 108 Vehicles Entered 253 15 15 176 459 Vehicles Exited 253 15 15 176 459 Hourly Exit Rate 253 15 15 176 459 Input Volume 258 15 16 179 468 % of Volume 98 100 94 98 98 Denied Entry Before 00000 Denied Entry After 00000 Density (ft/veh)956 Occupancy (veh)40026 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 6 4: SH 82 & CR 154 /CR 114 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 5.9 11.9 0.6 Denied Del/Veh (s)0.4 0.5 3.8 1.6 0.4 0.1 0.0 0.0 0.0 64.2 45.2 68.2 Total Delay (hr)1.3 1.7 0.9 2.3 0.9 0.2 12.3 25.0 0.8 60.8 3.8 0.0 Total Del/Veh (s)91.6 100.8 42.2 74.5 77.5 1.7 315.2 45.9 15.8 649.8 15.0 3.8 Stop Delay (hr)1.2 1.6 0.8 2.2 0.9 0.0 12.0 13.8 0.4 60.3 2.1 0.0 Stop Del/Veh (s)86.7 95.0 38.5 72.6 74.8 0.1 307.3 25.3 8.1 644.5 8.1 1.8 Total Stops 51 66 80 76 33 8 180 1348 87 450 301 9 Stop/Veh 1.00 1.08 1.01 0.69 0.77 0.02 1.29 0.69 0.48 1.34 0.33 0.30 Travel Dist (mi)8.9 10.5 13.9 2.5 1.0 7.4 12.8 192.9 18.1 52.7 173.1 5.7 Travel Time (hr)1.6 2.1 1.5 2.5 1.0 0.6 12.7 28.5 1.5 68.1 18.9 0.8 Avg Speed (mph)6 5 10 1 1 12 1 7 12 1 25 32 Fuel Used (gal)0.6 0.7 0.7 0.7 0.3 0.2 3.3 11.8 0.9 16.4 8.4 0.3 Fuel Eff. (mpg) 15.6 14.6 20.9 3.8 4.0 34.9 3.9 16.3 19.6 3.2 20.5 20.8 HC Emissions (g)3 4 10 2128721057793 CO Emissions (g)104 133 245 67 33 38 335 2066 399 1675 3394 93 NOx Emissions (g)8 11 25 7 3 5 21 252 35 79 272 8 Vehicles Entered 50 59 78 108 42 368 135 1935 181 314 911 30 Vehicles Exited 50 59 78 108 41 369 122 1942 182 251 910 30 Hourly Exit Rate 50 59 78 108 41 369 122 1942 182 251 910 30 Input Volume 50 61 78 174 59 498 153 2284 207 362 955 34 % of Volume 100 97 100 62 69 74 80 85 88 69 95 88 Denied Entry Before 000000000000 Denied Entry After 00000000016351 Density (ft/veh) Occupancy (veh)221211132916270 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 7 4: SH 82 & CR 154 /CR 114 Performance by movement Movement All Denied Delay (hr)18.5 Denied Del/Veh (s) 15.6 Total Delay (hr) 110.0 Total Del/Veh (s)92.5 Stop Delay (hr)95.4 Stop Del/Veh (s)80.2 Total Stops 2689 Stop/Veh 0.63 Travel Dist (mi)499.4 Travel Time (hr)139.6 Avg Speed (mph)4 Fuel Used (gal)44.3 Fuel Eff. (mpg)11.3 HC Emissions (g)250 CO Emissions (g) 8582 NOx Emissions (g)727 Vehicles Entered 4211 Vehicles Exited 4142 Hourly Exit Rate 4142 Input Volume 4915 % of Volume 84 Denied Entry Before 0 Denied Entry After 52 Density (ft/veh)75 Occupancy (veh)121 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 8 5: Frontage Road & CR 114 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 9.0 0.2 0.9 0.0 0.0 0.0 Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 308.4 373.4 263.3 0.1 0.1 Total Delay (hr)0.0 0.1 0.0 0.4 14.2 0.0 23.4 0.1 1.6 0.1 0.4 5.7 Total Del/Veh (s)10.7 1.1 0.9 349.5 109.1 2.6 1079.9 495.9 588.9 770.8 973.5 Stop Delay (hr)0.0 0.0 0.0 0.4 13.8 0.0 23.4 0.1 1.6 0.1 0.4 5.7 Stop Del/Veh (s)9.8 0.4 0.2 352.7 106.5 1.5 1079.0 491.8 588.7 769.7 973.3 Total Stops 7501560772100121 Stop/Veh 0.58 0.01 0.00 0.25 0.12 0.00 0.99 2.00 1.00 0.50 1.00 Travel Dist (mi)0.3 8.9 2.4 0.2 28.6 0.1 11.1 0.2 1.5 0.1 0.2 3.2 Travel Time (hr)0.1 0.7 0.2 0.4 15.0 0.0 32.8 0.4 2.6 0.1 0.4 5.8 Avg Speed (mph)5 13 12 1 2 18 021111 Fuel Used (gal)0.0 0.7 0.1 0.1 3.7 0.0 7.7 0.1 0.6 0.0 0.1 1.4 Fuel Eff. (mpg) 12.3 12.5 20.8 2.2 7.7 48.0 1.4 2.9 2.4 2.3 2.2 2.3 HC Emissions (g)08101302900000 CO Emissions (g) 3 292 32 5 420 1 744 5 35 2 6 85 NOx Emissions (g)1 33 5 0 22 0 30 01002 Vehicles Entered 12 381 99 4 459 2 73 190120 Vehicles Exited 12 381 99 3 451 2 44 170111 Hourly Exit Rate 12381993451244170111 Input Volume 16 490 124 5 593 2 102 2 12 1 2 22 % of Volume 75 78 80 60 76 100 43 50 58 0 50 50 Denied Entry Before 000000000000 Denied Entry After 0000003213000 Density (ft/veh) Occupancy (veh)01001502402006 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 9 5: Frontage Road & CR 114 Performance by movement Movement All Denied Delay (hr)10.1 Denied Del/Veh (s) 33.1 Total Delay (hr) 46.1 Total Del/Veh (s)154.2 Stop Delay (hr)45.6 Stop Del/Veh (s)152.7 Total Stops 180 Stop/Veh 0.17 Travel Dist (mi)56.9 Travel Time (hr)58.4 Avg Speed (mph)1 Fuel Used (gal)14.6 Fuel Eff. (mpg)3.9 HC Emissions (g)52 CO Emissions (g)1630 NOx Emissions (g)94 Vehicles Entered 1061 Vehicles Exited 1012 Hourly Exit Rate 1012 Input Volume 1371 % of Volume 74 Denied Entry Before 0 Denied Entry After 36 Density (ft/veh)79 Occupancy (veh)48 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 10 6: CR 114 /CR 114 & CMC West Access Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.1 Denied Del/Veh (s)0.1 0.1 0.5 3.3 0.2 0.0 0.4 Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.2 Total Del/Veh (s)7.8 3.1 0.6 0.3 4.0 0.7 0.9 Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s)6.9 3.4 0.0 0.0 1.9 0.0 0.3 Total Stops 342001037 Stop/Veh 1.00 1.00 0.00 0.00 0.33 0.00 0.04 Travel Dist (mi)4.6 0.2 56.9 5.4 0.3 29.5 97.0 Travel Time (hr)0.3 0.0 2.4 0.3 0.0 1.3 4.3 Avg Speed (mph)15 17 24 22 18 23 23 Fuel Used (gal)0.2 0.0 1.8 0.2 0.0 0.9 3.0 Fuel Eff. (mpg)29.2 29.9 32.4 33.8 32.3 33.7 32.7 HC Emissions (g)1 0 14 2 0 5 23 CO Emissions (g)33 1 347 47 1 115 543 NOx Emissions (g)5 0 47 6 0 18 77 Vehicles Entered 33 2 449 43 3 326 856 Vehicles Exited 34 2 450 43 3 325 857 Hourly Exit Rate 34 2 450 43 3 325 857 Input Volume 36 2 446 43 4 319 850 % of Volume 94 100 101 100 75 102 101 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)609 Occupancy (veh)0020014 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 11 7: CMC East Access & CR 114/CR 114 Performance by movement Movement EBT EBR WBL WBT NBL NBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.0 0.0 0.2 0.2 0.1 0.1 0.1 Total Delay (hr)0.3 0.0 0.0 0.0 0.0 0.0 0.4 Total Del/Veh (s)2.6 2.2 4.3 0.5 6.4 2.8 1.9 Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s)0.0 0.0 2.6 0.0 5.4 2.8 0.2 Total Stops 003116525 Stop/Veh 0.00 0.00 0.50 0.00 1.00 1.00 0.03 Travel Dist (mi)119.5 6.0 0.8 40.8 1.9 0.6 169.6 Travel Time (hr)5.1 0.3 0.0 1.7 0.1 0.0 7.3 Avg Speed (mph)23 23 20 24 15 17 23 Fuel Used (gal)3.5 0.2 0.0 1.2 0.1 0.0 5.0 Fuel Eff. (mpg)33.9 35.1 33.9 33.0 29.2 30.4 33.6 HC Emissions (g)25 0080033 CO Emissions (g)552 12 3 208 5 1 781 NOx Emissions (g)89 2 0 29 1 0 121 Vehicles Entered 430 21 6 280 15 5 757 Vehicles Exited 430 21 6 280 16 5 758 Hourly Exit Rate 430 21 6 280 16 5 758 Input Volume 426 22 5 275 16 4 748 % of Volume 101 95 120 102 100 125 101 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)397 Occupancy (veh)5002007 SimTraffic Performance Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 12 Total Zone Performance Denied Delay (hr)28.9 Denied Del/Veh (s)31.0 Total Delay (hr)184.0 Total Del/Veh (s)1766.0 Stop Delay (hr)151.2 Stop Del/Veh (s)1451.4 Total Stops 3310 Stop/Veh 8.83 Travel Dist (mi)7553.3 Travel Time (hr)365.5 Avg Speed (mph)22 Fuel Used (gal)264.6 Fuel Eff. (mpg)28.5 HC Emissions (g)2894 CO Emissions (g)93541 NOx Emissions (g)13045 Vehicles Entered 3262 Vehicles Exited 17 Hourly Exit Rate 17 Input Volume 12794 % of Volume 0 Denied Entry Before 0 Denied Entry After 88 Density (ft/veh)236 Occupancy (veh)337 Queuing and Blocking Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 13 Intersection: 1: SH 82 & Commercial Access /CR 115 Movement EB WB WB NB NB B15 B15 B15 SB SB Directions Served LTR L TR L TR T T L T Maximum Queue (ft)33 49 470 19 6 1005 1008 721 112 18 Average Queue (ft)4 27 225 1 0 243 238 33 39 1 95th Queue (ft)22 57 558 11 5 935 926 324 91 15 Link Distance (ft)951 858 13321 963 963 963 2040 Upstream Blk Time (%)2 0 1 0 Queuing Penalty (veh)0 4 7 1 Storage Bay Dist (ft)25 100 175 Storage Blk Time (%)68 68 Queuing Penalty (veh)46 5 Intersection: 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Movement EB SB Directions Served LTR LTR Maximum Queue (ft)28 60 Average Queue (ft)2 32 95th Queue (ft)14 52 Link Distance (ft)1996 1082 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Movement EB SB Directions Served LTR LTR Maximum Queue (ft)45 79 Average Queue (ft)4 44 95th Queue (ft)25 68 Link Distance (ft)1993 976 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 14 Intersection: 4: SH 82 & CR 154 /CR 114 Movement EB EB WB WB WB NB NB NB NB B14 B14 SB Directions Served LT R L T R L T T R T T L Maximum Queue (ft) 342 68 71 68 74 466 574 563 390 1402 1401 912 Average Queue (ft) 169 46 59 35 7 378 540 501 182 1332 1335 719 95th Queue (ft)316 89 72 74 41 579 562 651 476 1616 1583 1056 Link Distance (ft)942 50 50 50 467 467 1349 1349 Upstream Blk Time (%)90 26 0 9 42 26 45 46 Queuing Penalty (veh)214 63 1000 00 Storage Bay Dist (ft)40 380 205 800 Storage Blk Time (%) 63 2 36 25 34 39 Queuing Penalty (veh) 49 3 407 38 71 188 Intersection: 4: SH 82 & CR 154 /CR 114 Movement SB SB SB SB B15 B15 B10 B10 Directions Served L T T R TTTT Maximum Queue (ft) 962 1046 954 43 675 600 83 78 Average Queue (ft) 745 596 298 8 163 113 17 16 95th Queue (ft)1108 1278 783 30 663 555 160 157 Link Distance (ft)963 963 992 992 13321 13321 Upstream Blk Time (%) 19 26 0 4 2 Queuing Penalty (veh) 0 163 0 26 10 Storage Bay Dist (ft) 800 150 Storage Blk Time (%) 45 1 6 Queuing Penalty (veh) 215 5 2 Intersection: 5: Frontage Road & CR 114 Movement EB EB WB WB B20 B20 B33 NB NB SB Directions Served LT TR LT TR T T T L LTR LTR Maximum Queue (ft)58 24 373 240 196 88 1336 190 871 333 Average Queue (ft)10 1 330 26 136 8 784 161 530 147 95th Queue (ft)42 12 416 144 252 70 1723 232 1225 339 Link Distance (ft)50 50 278 278 122 122 1291 993 901 Upstream Blk Time (%) 2 0 84 2 66 1 40 34 Queuing Penalty (veh)7000000 0 Storage Bay Dist (ft)105 Storage Blk Time (%)89 3 Queuing Penalty (veh)58 1 Queuing and Blocking Report 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 15 Intersection: 6: CR 114 /CR 114 & CMC West Access Movement WB SB Directions Served LR LT Maximum Queue (ft)52 24 Average Queue (ft)18 1 95th Queue (ft)39 12 Link Distance (ft)723 452 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 7: CMC East Access & CR 114/CR 114 Movement WB NB Directions Served LT LR Maximum Queue (ft)46 41 Average Queue (ft)4 14 95th Queue (ft)24 38 Link Distance (ft)768 634 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 1584 Actuated Signals, Observed Splits 2045 Total PM_Simtraffic.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 16 Intersection: 4: SH 82 & CR 154 /CR 114 Phase 124568 Movement(s) Served NBL SBT EBWB SBL NBT EBWB Maximum Green (s) 11.5 112.0 23.5 11.5 112.0 23.0 Minimum Green (s) 4.0 20.0 12.0 4.0 20.0 12.0 Recall None C-Max None None C-Max None Avg. Green (s)11.6 112.0 23.4 11.6 112.0 22.9 g/C Ratio NANANANANANA Cycles Skipped (%)000000 Cycles @ Minimum (%)000000 Cycles Maxed Out (%) 95 100 95 100 100 95 Cycles with Peds (%) 000000 Controller Summary Average Cycle Length (s): NA Number of Complete Cycles : 0 SimTraffic Simulation Summary 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 1 Summary of All Intervals Run Number 20 21 22 23 24 25 26 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 2222222 # of Recorded Intervals 1111111 Vehs Entered 5900 5944 5858 5960 6017 5869 5744 Vehs Exited 5688 5730 5737 5713 5808 5732 5627 Starting Vehs 449 387 437 402 431 449 457 Ending Vehs 661 601 558 649 640 586 574 Denied Entry Before 1440001 Denied Entry After 144 95 134 107 61 179 239 Travel Distance (mi)14700 14846 14771 14876 14978 14938 14440 Travel Time (hr)605.9 525.1 570.5 599.2 540.2 631.2 663.2 Total Delay (hr)310.4 226.5 274.1 301.5 239.1 331.8 373.4 Total Stops 4635 4097 4579 6114 4407 5767 4165 Fuel Used (gal)513.3 498.5 506.3 514.6 508.6 524.3 519.0 Summary of All Intervals Run Number 27 28 2922 Sim Traffic Runs\2045 Total AM_Simtraffic_180s Avg Start Time 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 Total Time (min)75 75 75 75 75 Time Recorded (min)60 60 60 60 60 # of Intervals 22222 # of Recorded Intervals 11111 Vehs Entered 5968 5777 5849 5938 5891 Vehs Exited 5792 5643 5716 5747 5722 Starting Vehs 423 427 413 395 421 Ending Vehs 599 561 546 586 595 Denied Entry Before 00111 Denied Entry After 12 243 127 122 133 Travel Distance (mi)15040 14486 14590 14878 14776 Travel Time (hr)550.8 638.7 598.5 570.9 590.4 Total Delay (hr)249.5 347.4 305.0 271.8 293.7 Total Stops 5612 4949 4358 5132 4889 Fuel Used (gal)506.0 515.3 508.6 507.9 511.1 Interval #0 Information Seeding Start Time 6:45 End Time 7:00 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 2 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min)60 Volumes adjusted by Growth Factors. Run Number 20 21 22 23 24 25 26 Vehs Entered 5900 5944 5858 5960 6017 5869 5744 Vehs Exited 5688 5730 5737 5713 5808 5732 5627 Starting Vehs 449 387 437 402 431 449 457 Ending Vehs 661 601 558 649 640 586 574 Denied Entry Before 1440001 Denied Entry After 144 95 134 107 61 179 239 Travel Distance (mi)14700 14846 14771 14876 14978 14938 14440 Travel Time (hr)605.9 525.1 570.5 599.2 540.2 631.2 663.2 Total Delay (hr)310.4 226.5 274.1 301.5 239.1 331.8 373.4 Total Stops 4635 4097 4579 6114 4407 5767 4165 Fuel Used (gal)513.3 498.5 506.3 514.6 508.6 524.3 519.0 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min)60 Volumes adjusted by Growth Factors. Run Number 27 28 2922 Sim Traffic Runs\2045 Total AM_Simtraffic_180s Avg Vehs Entered 5968 5777 5849 5938 5891 Vehs Exited 5792 5643 5716 5747 5722 Starting Vehs 423 427 413 395 421 Ending Vehs 599 561 546 586 595 Denied Entry Before 00111 Denied Entry After 12 243 127 122 133 Travel Distance (mi)15040 14486 14590 14878 14776 Travel Time (hr)550.8 638.7 598.5 570.9 590.4 Total Delay (hr)249.5 347.4 305.0 271.8 293.7 Total Stops 5612 4949 4358 5132 4889 Fuel Used (gal)506.0 515.3 508.6 507.9 511.1 SimTraffic Performance Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 3 1: SH 82 & Commercial Access /CR 115 Performance by movement Movement EBR WBL WBR NBL NBT NBR SBL SBT All Denied Delay (hr)0.0 0.7 2.4 0.0 0.0 0.0 0.0 0.6 3.8 Denied Del/Veh (s)0.1 122.1 166.1 0.1 0.0 0.1 1.7 0.9 3.5 Total Delay (hr)0.1 9.2 13.9 0.1 5.1 0.1 0.2 2.8 31.5 Total Del/Veh (s)61.6 1439.3 1066.0 80.3 14.5 13.2 12.6 3.9 28.2 Stop Delay (hr)0.1 9.2 13.9 0.1 0.0 0.0 0.1 0.0 23.4 Stop Del/Veh (s)61.6 1439.4 1066.9 68.2 0.0 0.0 8.5 0.0 21.0 Total Stops 3 17 45 5 0 0 37 0 107 Stop/Veh 1.00 0.74 0.96 1.00 0.00 0.00 0.63 0.00 0.03 Travel Dist (mi)0.5 2.4 5.4 11.1 2866.2 44.1 22.5 991.1 3943.2 Travel Time (hr)0.1 10.0 16.5 0.3 57.8 0.9 0.7 21.6 107.9 Avg Speed (mph)6 0 0 35 50 48 32 47 38 Fuel Used (gal)0.0 2.4 3.9 0.3 81.1 1.2 0.6 28.2 117.8 Fuel Eff. (mpg)18.2 1.0 1.4 34.2 35.3 37.3 34.7 35.1 33.5 HC Emissions (g)0 1 10 1 1097 5 5 376 1496 CO Emissions (g)2 146 357 68 32159 260 243 12295 45531 NOx Emissions (g)0 3 13 14 5390 52 26 1743 7242 Vehicles Entered 3 19 43 5 1218 19 58 2561 3926 Vehicles Exited 3 9 25 5 1227 19 58 2564 3910 Hourly Exit Rate 3 9 25 5 1227 19 58 2564 3910 Input Volume 3 23 51 5 1310 20 61 2536 4009 % of Volume 100 39 49 100 94 95 95 101 98 Denied Entry Before 000000011 Denied Entry After 0390000113 Density (ft/veh)469 Occupancy (veh) 0 9 14 0 58 1 1 21 104 SimTraffic Performance Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 4 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Performance by movement Movement EBL EBT WBT WBR SBL SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.1 0.1 0.2 0.1 0.2 0.1 0.1 Total Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1 Total Del/Veh (s)2.4 0.2 0.2 0.3 4.6 2.9 2.5 Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1 Stop Del/Veh (s)0.6 0.0 0.0 0.0 2.7 2.3 1.4 Total Stops 10008118100 Stop/Veh 0.12 0.00 0.00 0.00 0.99 0.95 0.54 Travel Dist (mi)3.1 7.5 3.6 18.3 16.7 3.8 52.9 Travel Time (hr)0.1 0.3 0.1 0.8 0.8 0.2 2.3 Avg Speed (mph)24 25 24 24 21 21 23 Fuel Used (gal)0.1 0.2 0.1 0.5 0.5 0.1 1.5 Fuel Eff. (mpg)34.8 34.0 33.8 35.4 34.6 34.3 34.7 HC Emissions (g)0103509 CO Emissions (g) 8 16 9 73 103 11 220 NOx Emissions (g)1 3 1 11 14 1 32 Vehicles Entered 8 20 9 48 81 18 184 Vehicles Exited 8 20 9 48 81 18 184 Hourly Exit Rate 8 20 9 48 81 18 184 Input Volume 9 17 10 43 84 17 180 % of Volume 89 118 90 112 96 106 102 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)2657 Occupancy (veh)0001102 SimTraffic Performance Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 5 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Performance by movement Movement EBL EBT WBT SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.2 0.1 0.1 0.2 0.2 Total Delay (hr)0.1 0.0 0.0 0.3 0.4 Total Del/Veh (s)2.2 1.3 0.1 4.1 3.3 Stop Delay (hr)0.0 0.0 0.0 0.2 0.2 Stop Del/Veh (s)0.0 0.0 0.0 2.7 1.7 Total Stops 1 0 0 238 239 Stop/Veh 0.01 0.00 0.00 0.99 0.62 Travel Dist (mi)45.1 6.6 3.2 44.0 98.9 Travel Time (hr)1.9 0.3 0.1 2.2 4.5 Avg Speed (mph)24 24 25 20 22 Fuel Used (gal)1.3 0.2 0.1 1.3 2.9 Fuel Eff. (mpg)33.7 33.8 36.0 34.1 34.0 HC Emissions (g)10 0 0 10 20 CO Emissions (g)226 17 7 245 495 NOx Emissions (g)33 2 1 32 69 Vehicles Entered 119 17 9 238 383 Vehicles Exited 119 18 9 237 383 Hourly Exit Rate 119 18 9 237 383 Input Volume 119 17 10 235 381 % of Volume 100 106 90 101 101 Denied Entry Before 00000 Denied Entry After 00000 Density (ft/veh)1312 Occupancy (veh)20024 SimTraffic Performance Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 6 4: SH 82 & CR 154 /CR 114 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr)0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.7 0.7 3.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr)0.6 1.4 2.1 2.2 1.2 0.1 1.9 3.5 0.1 31.6 40.5 0.8 Total Del/Veh (s)92.6 94.4 33.1 60.3 89.2 1.4 92.5 15.5 3.4 320.6 66.7 43.8 Stop Delay (hr)0.6 1.3 1.9 2.2 1.2 0.0 1.8 2.4 0.1 30.2 20.8 0.4 Stop Del/Veh (s)87.3 88.0 29.4 58.4 86.4 0.1 89.6 10.4 2.9 306.1 34.3 21.6 Total Stops 23 58 223 76 37 1 70 284 32 524 1893 53 Stop/Veh 0.96 1.07 0.97 0.57 0.76 0.00 0.97 0.35 0.32 1.48 0.87 0.80 Travel Dist (mi)4.1 9.3 40.4 3.1 1.2 4.5 7.1 80.2 10.0 64.6 407.5 12.5 Travel Time (hr)0.8 1.7 3.9 2.4 1.3 0.4 2.1 5.0 0.4 33.3 48.0 1.2 Avg Speed (mph)5 5 11 1 1 13 3 16 24 2 8 11 Fuel Used (gal)0.3 0.6 1.7 0.7 0.3 0.1 0.6 2.5 0.2 9.4 19.5 0.6 Fuel Eff. (mpg) 15.8 15.9 23.6 4.5 3.6 36.8 12.4 31.6 50.9 6.9 20.9 22.2 HC Emissions (g)2 4 14 3112262501173 CO Emissions (g)49 111 434 84 42 22 89 850 106 1964 3165 160 NOx Emissions (g)5 10 41 10 4 3 4 96 7 111 391 13 Vehicles Entered 23 52 226 132 48 222 72 807 101 347 2138 65 Vehicles Exited 23 53 228 132 48 222 71 808 100 314 2123 65 Hourly Exit Rate 23 53 228 132 48 222 71 808 100 314 2123 65 Input Volume 25 53 230 207 71 322 72 801 95 351 2147 64 % of Volume 92 100 99 64 68 69 99 101 105 89 99 102 Denied Entry Before 000000000000 Denied Entry After 000000000000 Density (ft/veh) Occupancy (veh)12421025033481 SimTraffic Performance Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 7 4: SH 82 & CR 154 /CR 114 Performance by movement Movement All Denied Delay (hr)0.3 Denied Del/Veh (s)0.2 Total Delay (hr)86.1 Total Del/Veh (s)71.9 Stop Delay (hr)62.8 Stop Del/Veh (s)52.4 Total Stops 3274 Stop/Veh 0.76 Travel Dist (mi)644.5 Travel Time (hr)100.4 Avg Speed (mph)6 Fuel Used (gal)36.4 Fuel Eff. (mpg)17.7 HC Emissions (g)224 CO Emissions (g) 7075 NOx Emissions (g)695 Vehicles Entered 4233 Vehicles Exited 4187 Hourly Exit Rate 4187 Input Volume 4438 % of Volume 94 Denied Entry Before 0 Denied Entry After 0 Density (ft/veh)91 Occupancy (veh)100 SimTraffic Performance Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 8 5: Frontage Road & CR 114 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBR SBT SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.3 0.1 0.1 0.1 Total Delay (hr)0.0 0.1 0.0 0.6 14.6 0.0 10.5 0.5 0.3 1.8 28.4 Total Del/Veh (s)9.8 1.3 1.3 368.9 139.1 20.3 698.9 236.7 529.8 630.7 109.9 Stop Delay (hr)0.0 0.0 0.0 0.6 14.4 0.0 10.5 0.5 0.3 1.8 28.0 Stop Del/Veh (s)9.0 0.4 0.2 370.3 137.0 18.3 697.2 235.5 527.8 630.2 108.4 Total Stops 6601380547210124 Stop/Veh 0.55 0.02 0.00 0.17 0.10 0.00 1.00 1.00 1.00 1.00 0.13 Travel Dist (mi)0.3 7.9 3.5 0.4 22.9 0.1 8.1 1.0 0.3 1.7 46.2 Travel Time (hr)0.0 0.6 0.3 0.6 15.3 0.0 10.8 0.5 0.3 1.8 30.3 Avg Speed (mph)6 14 12 12612112 Fuel Used (gal)0.0 0.6 0.2 0.2 3.8 0.0 2.6 0.1 0.1 0.5 8.0 Fuel Eff. (mpg) 14.8 13.7 23.0 2.5 6.0 21.2 3.1 7.6 4.3 3.7 5.8 HC Emissions (g)0720180700033 CO Emissions (g) 2 252 38 9 502 0 228 9 5 27 1074 NOx Emissions (g)0 27 5 0 27 0 11 1 0 1 73 Vehicles Entered 11 323 133 6 366 2 51 6 2 10 910 Vehicles Exited 11 322 134 6 362 2 30 5 2 7 881 Hourly Exit Rate 11 322 134 6 362 2 30 5 2 7 881 Input Volume 13 344 142 10 537 2 49 6 2 10 1115 % of Volume 85 94 94 60 67 100 61 83 100 70 79 Denied Entry Before 00000000000 Denied Entry After 00000000000 Density (ft/veh)126 Occupancy (veh)01011501110230 SimTraffic Performance Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 9 6: CR 114 /CR 114 & CMC West Access Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1 Denied Del/Veh (s)0.1 0.1 0.4 3.6 0.0 0.0 0.4 Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.1 0.1 Total Del/Veh (s)6.4 2.5 0.3 0.1 1.3 0.8 0.8 Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s)5.5 2.9 0.0 0.0 0.4 0.0 0.1 Total Stops 163000019 Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.03 Travel Dist (mi)2.3 0.4 26.0 6.8 0.1 36.7 72.3 Travel Time (hr)0.1 0.0 1.1 0.4 0.0 1.6 3.2 Avg Speed (mph)16 17 24 22 20 23 23 Fuel Used (gal)0.1 0.0 0.8 0.2 0.0 1.1 2.2 Fuel Eff. (mpg)29.7 30.7 32.9 34.9 33.9 33.7 33.3 HC Emissions (g)00420815 CO Emissions (g) 6 1 120 48 0 184 359 NOx Emissions (g)1 0 16 6 0 29 52 Vehicles Entered 16 3 206 54 1 394 674 Vehicles Exited 16 3 205 54 1 394 673 Hourly Exit Rate 16 3 205 54 1 394 673 Input Volume 18 3 211 53 1 402 688 % of Volume 89 100 97 102 100 98 98 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)822 Occupancy (veh)0010023 SimTraffic Performance Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 10 7: CMC East Access & CR 114/CR 114 Performance by movement Movement EBT EBR WBT NBL NBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.0 0.0 0.4 0.1 0.2 Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 Total Del/Veh (s)1.0 0.8 0.5 3.2 0.7 Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s)0.0 0.0 0.0 3.3 0.0 Total Stops 000011 Stop/Veh 0.00 0.00 0.00 1.00 0.00 Travel Dist (mi)52.5 1.5 57.6 0.0 0.1 111.8 Travel Time (hr)2.2 0.1 2.4 0.0 0.0 4.7 Avg Speed (mph)24 23 24 15 16 24 Fuel Used (gal)1.5 0.0 1.7 0.0 0.0 3.3 Fuel Eff. (mpg)34.3 35.7 33.1 30.8 32.0 33.7 HC Emissions (g)8 0 15 0 0 23 CO Emissions (g)183 3 339 0 0 526 NOx Emissions (g)30 0 48 0 0 78 Vehicles Entered 203 5 395 0 1 604 Vehicles Exited 201 5 395 0 1 602 Hourly Exit Rate 201 5 395 0 1 602 Input Volume 209 5 402 1 1 618 % of Volume 96 100 98 0 100 97 Denied Entry Before 000000 Denied Entry After 000000 Density (ft/veh)622 Occupancy (veh)202005 SimTraffic Performance Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 11 Total Zone Performance Denied Delay (hr)4.3 Denied Del/Veh (s)3.4 Total Delay (hr)146.8 Total Del/Veh (s)1334.2 Stop Delay (hr)114.5 Stop Del/Veh (s)1041.1 Total Stops 3864 Stop/Veh 9.76 Travel Dist (mi)4969.9 Travel Time (hr)253.3 Avg Speed (mph)20 Fuel Used (gal)172.1 Fuel Eff. (mpg)28.9 HC Emissions (g)1820 CO Emissions (g)55281 NOx Emissions (g)8241 Vehicles Entered 4489 Vehicles Exited 98 Hourly Exit Rate 98 Input Volume 11429 % of Volume 1 Denied Entry Before 1 Denied Entry After 13 Density (ft/veh)319 Occupancy (veh)249 Queuing and Blocking Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 12 Intersection: 1: SH 82 & Commercial Access /CR 115 Movement EB WB WB NB NB SB Directions Served LTR L TR L TR L Maximum Queue (ft)32 49 807 34 2 70 Average Queue (ft)3 38 533 5 0 24 95th Queue (ft)18 53 1014 24 3 54 Link Distance (ft)951 858 13321 Upstream Blk Time (%)25 Queuing Penalty (veh)0 Storage Bay Dist (ft)25 100 175 Storage Blk Time (%)95 6 Queuing Penalty (veh)49 1 Intersection: 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Movement EB SB Directions Served LTR LTR Maximum Queue (ft)30 70 Average Queue (ft)1 36 95th Queue (ft)12 57 Link Distance (ft)1996 1082 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Movement EB SB Directions Served LTR LTR Maximum Queue (ft)22 84 Average Queue (ft)1 50 95th Queue (ft)11 75 Link Distance (ft)1993 976 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 13 Intersection: 4: SH 82 & CR 154 /CR 114 Movement EB EB WB WB WB NB NB NB NB SB SB SB Directions Served LT R L T R L T T R L L T Maximum Queue (ft) 494 70 69 69 19 165 258 242 71 714 937 1048 Average Queue (ft) 192 59 58 42 1 74 168 144 19 435 611 805 95th Queue (ft)428 84 70 77 12 139 240 217 52 779 1077 1199 Link Distance (ft)942 50 50 50 467 467 963 Upstream Blk Time (%)87 39 0 0 9 Queuing Penalty (veh)174 78 0 0 112 Storage Bay Dist (ft)40 380 205 800 800 Storage Blk Time (%) 49 12 1 3 4 15 Queuing Penalty (veh) 114 9 1 28 47 53 Intersection: 4: SH 82 & CR 154 /CR 114 Movement SB SB B15 B15 B10 B10 Directions Served T R TTTT Maximum Queue (ft) 1045 375 464 469 15 18 Average Queue (ft) 816 98 121 130 0 1 95th Queue (ft)1205 352 492 506 15 18 Link Distance (ft)963 992 992 13321 13321 Upstream Blk Time (%) 13 0 0 Queuing Penalty (veh) 171 2 2 Storage Bay Dist (ft)150 Storage Blk Time (%) 35 Queuing Penalty (veh) 22 Intersection: 5: Frontage Road & CR 114 Movement EB EB WB WB B20 B20 B33 NB NB SB Directions Served LT TR LT TR T T T L LTR LTR Maximum Queue (ft)58 23 379 232 202 122 1334 186 581 131 Average Queue (ft)11 1 342 34 165 8 1024 134 186 52 95th Queue (ft)46 10 393 155 244 72 1809 219 600 155 Link Distance (ft)50 50 278 278 122 122 1291 993 901 Upstream Blk Time (%) 2 0 93 1 82 59 0 Queuing Penalty (veh)50000 0 0 Storage Bay Dist (ft)105 Storage Blk Time (%)71 0 Queuing Penalty (veh)21 0 Queuing and Blocking Report 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 14 Intersection: 6: CR 114 /CR 114 & CMC West Access Movement WB SB Directions Served LR LT Maximum Queue (ft)33 5 Average Queue (ft)11 0 95th Queue (ft)31 6 Link Distance (ft)723 452 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 7: CMC East Access & CR 114/CR 114 Movement NB Directions Served LR Maximum Queue (ft)20 Average Queue (ft)1 95th Queue (ft)11 Link Distance (ft)634 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 889 Actuated Signals, Observed Splits 2045 Total AM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 15 Intersection: 4: SH 82 & CR 154 /CR 114 Phase 124568 Movement(s) Served NBL SBT EBWB SBL NBT EBWB Maximum Green (s) 11.5 117.0 28.5 16.5 112.0 28.0 Minimum Green (s) 4.0 20.0 12.0 4.0 20.0 12.0 Recall None C-Max None None C-Max None Avg. Green (s)11.0 118.5 28.1 16.9 112.0 27.6 g/C Ratio NANANANANANA Cycles Skipped (%)000000 Cycles @ Minimum (%)000000 Cycles Maxed Out (%) 58 100 95 100 100 95 Cycles with Peds (%) 000000 Controller Summary Average Cycle Length (s): NA Number of Complete Cycles : 0 SimTraffic Simulation Summary 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 1 Summary of All Intervals Run Number 20 21 22 23 24 25 26 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 2222222 # of Recorded Intervals 1111111 Vehs Entered 6058 6098 6115 6257 6003 6094 5901 Vehs Exited 5874 5897 5984 6074 5931 5983 5851 Starting Vehs 501 519 542 499 560 534 500 Ending Vehs 685 720 673 682 632 645 550 Denied Entry Before 28 2 33 1 1 76 1 Denied Entry After 666 681 603 490 633 665 484 Travel Distance (mi)14786 14748 14593 15057 14550 14641 14338 Travel Time (hr)933.2 956.2 926.4 798.2 864.6 931.9 737.6 Total Delay (hr)630.7 654.3 627.2 490.1 566.3 631.7 445.1 Total Stops 6750 6779 6637 6778 6243 6617 6108 Fuel Used (gal)590.8 596.0 582.5 567.0 567.5 586.6 533.9 Summary of All Intervals Run Number 27 28 2922 Sim Traffic Runs\2045 Total PM_Simtraffic_180s Avg Start Time 6:45 6:45 6:45 6:45 6:45 End Time 8:00 8:00 8:00 8:00 8:00 Total Time (min)75 75 75 75 75 Time Recorded (min)60 60 60 60 60 # of Intervals 22222 # of Recorded Intervals 11111 Vehs Entered 6073 6184 6046 5831 6058 Vehs Exited 5899 6039 5910 5728 5925 Starting Vehs 519 531 505 489 513 Ending Vehs 693 676 641 592 650 Denied Entry Before 320113 Denied Entry After 545 576 542 573 586 Travel Distance (mi)14618 14746 14737 14161 14634 Travel Time (hr)832.2 904.6 821.7 774.9 862.0 Total Delay (hr)532.7 602.2 519.5 484.8 562.2 Total Stops 6649 6799 6592 5703 6512 Fuel Used (gal)562.3 583.1 562.6 536.5 569.9 Interval #0 Information Seeding Start Time 6:45 End Time 7:00 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 2 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min)60 Volumes adjusted by Growth Factors. Run Number 20 21 22 23 24 25 26 Vehs Entered 6058 6098 6115 6257 6003 6094 5901 Vehs Exited 5874 5897 5984 6074 5931 5983 5851 Starting Vehs 501 519 542 499 560 534 500 Ending Vehs 685 720 673 682 632 645 550 Denied Entry Before 28 2 33 1 1 76 1 Denied Entry After 666 681 603 490 633 665 484 Travel Distance (mi)14786 14748 14593 15057 14550 14641 14338 Travel Time (hr)933.2 956.2 926.4 798.2 864.6 931.9 737.6 Total Delay (hr)630.7 654.3 627.2 490.1 566.3 631.7 445.1 Total Stops 6750 6779 6637 6778 6243 6617 6108 Fuel Used (gal)590.8 596.0 582.5 567.0 567.5 586.6 533.9 Interval #1 Information Recording Start Time 7:00 End Time 8:00 Total Time (min)60 Volumes adjusted by Growth Factors. Run Number 27 28 2922 Sim Traffic Runs\2045 Total PM_Simtraffic_180s Avg Vehs Entered 6073 6184 6046 5831 6058 Vehs Exited 5899 6039 5910 5728 5925 Starting Vehs 519 531 505 489 513 Ending Vehs 693 676 641 592 650 Denied Entry Before 320113 Denied Entry After 545 576 542 573 586 Travel Distance (mi)14618 14746 14737 14161 14634 Travel Time (hr)832.2 904.6 821.7 774.9 862.0 Total Delay (hr)532.7 602.2 519.5 484.8 562.2 Total Stops 6649 6799 6592 5703 6512 Fuel Used (gal)562.3 583.1 562.6 536.5 569.9 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 3 1: SH 82 & Commercial Access /CR 115 Performance by movement Movement EBR WBL WBR NBL NBT NBR SBL SBT All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 Denied Del/Veh (s)0.1 3.9 0.2 0.0 0.0 0.0 1.9 0.2 0.1 Total Delay (hr)0.0 1.3 3.4 0.0 15.6 0.1 0.9 0.5 21.7 Total Del/Veh (s)6.0 658.2 167.9 23.9 22.9 25.0 82.5 1.4 20.3 Stop Delay (hr)0.0 1.3 3.3 0.0 0.0 0.0 0.8 0.0 5.5 Stop Del/Veh (s)6.1 655.3 166.8 4.9 0.0 0.1 80.1 0.0 5.1 Total Stops 3 7 72 2 0 1 35 1 121 Stop/Veh 0.75 1.00 1.00 0.67 0.00 0.08 0.92 0.00 0.03 Travel Dist (mi)0.6 1.1 11.1 6.8 5883.3 29.0 14.4 487.2 6433.5 Travel Time (hr)0.0 1.3 3.7 0.1 123.7 0.6 1.2 9.5 140.2 Avg Speed (mph)15 1 3 46 48 46 12 52 46 Fuel Used (gal)0.0 0.3 1.2 0.2 170.1 0.8 0.6 14.4 187.6 Fuel Eff. (mpg)29.8 3.1 9.6 33.4 34.6 35.6 24.8 33.8 34.3 HC Emissions (g)00612371 4 3 224 2609 CO Emissions (g) 1 35 279 59 73472 179 167 7500 81692 NOx Emissions (g)0 1 17 9 11037 34 17 991 12105 Vehicles Entered 3 7 70 3 2328 11 37 1258 3717 Vehicles Exited 3 5 66 3 2338 12 37 1259 3723 Hourly Exit Rate 3 5 66 3 2338 12 37 1259 3723 Input Volume 4 8 68 3 2837 15 37 1252 4224 % of Volume 75 62 97 100 82 80 100 101 88 Denied Entry Before 000000000 Denied Entry After 000000000 Density (ft/veh)349 Occupancy (veh)0140124119140 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 4 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Performance by movement Movement EBL EBT WBT WBR SBL SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1 Total Del/Veh (s)2.3 0.5 1.2 0.7 4.6 3.3 2.1 Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1 Stop Del/Veh (s)0.6 0.0 0.0 0.0 2.8 2.6 1.0 Total Stops 3000651280 Stop/Veh 0.17 0.00 0.00 0.00 0.98 1.00 0.36 Travel Dist (mi)6.8 5.8 6.3 34.8 13.3 2.4 69.5 Travel Time (hr)0.3 0.2 0.3 1.5 0.6 0.1 3.0 Avg Speed (mph)24 24 24 24 21 21 23 Fuel Used (gal)0.2 0.2 0.2 1.0 0.4 0.1 2.0 Fuel Eff. (mpg)34.0 33.9 33.4 35.2 34.7 34.5 34.7 HC Emissions (g)00072010 CO Emissions (g) 17 14 17 147 47 8 249 NOx Emissions (g)3 2 2 22 6 1 36 Vehicles Entered 18 15 16 91 65 12 217 Vehicles Exited 18 15 17 92 65 12 219 Hourly Exit Rate 18 15 17 92 65 12 219 Input Volume 18 15 16 92 64 13 218 % of Volume 100 100 106 100 102 92 100 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)2044 Occupancy (veh)0001103 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 5 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Performance by movement Movement EBL EBT WBT SBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.3 0.2 0.1 0.2 0.2 Total Delay (hr)0.2 0.0 0.0 0.2 0.4 Total Del/Veh (s)3.2 2.2 0.2 3.6 3.2 Stop Delay (hr)0.0 0.0 0.0 0.1 0.1 Stop Del/Veh (s)0.0 0.0 0.0 2.6 1.0 Total Stops 5 0 0 177 182 Stop/Veh 0.02 0.00 0.00 0.99 0.38 Travel Dist (mi)100.8 6.8 5.9 32.6 146.2 Travel Time (hr)4.4 0.3 0.2 1.6 6.5 Avg Speed (mph)23 24 25 21 23 Fuel Used (gal)3.0 0.2 0.2 1.0 4.3 Fuel Eff. (mpg)33.5 34.4 34.3 34.3 33.7 HC Emissions (g)24 0 0 8 32 CO Emissions (g)543 18 13 185 760 NOx Emissions (g)81 2 2 24 110 Vehicles Entered 268 18 16 176 478 Vehicles Exited 267 18 16 177 478 Hourly Exit Rate 267 18 16 177 478 Input Volume 258 15 16 179 468 % of Volume 103 120 100 99 102 Denied Entry Before 00000 Denied Entry After 00000 Density (ft/veh)909 Occupancy (veh)40026 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 6 4: SH 82 & CR 154 /CR 114 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr)0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 1.9 4.5 0.2 Denied Del/Veh (s)0.4 0.4 3.9 2.2 0.7 0.1 0.0 0.0 0.0 19.0 17.1 17.8 Total Delay (hr)1.2 1.6 1.0 2.2 1.0 0.2 13.4 27.9 0.9 41.3 4.2 0.0 Total Del/Veh (s)85.3 91.1 40.8 61.3 76.1 1.7 373.0 52.9 18.2 401.4 16.0 4.0 Stop Delay (hr)1.1 1.5 0.9 2.1 1.0 0.0 13.1 17.0 0.5 40.2 2.4 0.0 Stop Del/Veh (s)80.9 85.6 37.3 59.4 73.3 0.1 364.6 32.1 10.0 391.5 9.1 2.0 Total Stops 47 67 85 81 36 7 174 1331 83 514 316 10 Stop/Veh 0.96 1.03 0.99 0.62 0.75 0.02 1.35 0.70 0.48 1.39 0.33 0.29 Travel Dist (mi)8.6 11.3 15.2 3.0 1.1 8.3 12.1 184.6 17.0 63.3 176.3 6.3 Travel Time (hr)1.5 2.0 1.6 2.4 1.1 0.7 13.8 31.3 1.5 44.8 12.0 0.4 Avg Speed (mph)6 6 10 1 1 12 1 6 11 1 24 31 Fuel Used (gal)0.5 0.7 0.7 0.7 0.3 0.2 3.5 12.2 0.9 11.2 6.6 0.2 Fuel Eff. (mpg) 16.3 15.7 21.1 4.3 4.1 36.2 3.5 15.2 18.9 5.6 26.8 35.6 HC Emissions (g)3382128701044733 CO Emissions (g) 98 129 230 72 39 41 325 1888 389 1342 2837 88 NOx Emissions (g)8 11 22 8 3 5 19 239 36 73 263 9 Vehicles Entered 48 63 85 128 47 416 125 1852 171 358 937 33 Vehicles Exited 48 63 84 127 47 415 118 1856 171 313 940 33 Hourly Exit Rate 48 63 84 127 47 415 118 1856 171 313 940 33 Input Volume 50 61 78 174 59 498 153 2284 207 362 955 34 % of Volume 96 103 108 73 80 83 77 81 83 86 98 97 Denied Entry Before 000000000000 Denied Entry After 0000000006150 Density (ft/veh) Occupancy (veh)122211143124370 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 7 4: SH 82 & CR 154 /CR 114 Performance by movement Movement All Denied Delay (hr)6.8 Denied Del/Veh (s)5.7 Total Delay (hr)94.9 Total Del/Veh (s)78.5 Stop Delay (hr)79.8 Stop Del/Veh (s)66.0 Total Stops 2751 Stop/Veh 0.63 Travel Dist (mi)507.1 Travel Time (hr)113.1 Avg Speed (mph)5 Fuel Used (gal)37.7 Fuel Eff. (mpg)13.4 HC Emissions (g)228 CO Emissions (g) 7479 NOx Emissions (g)696 Vehicles Entered 4263 Vehicles Exited 4215 Hourly Exit Rate 4215 Input Volume 4915 % of Volume 86 Denied Entry Before 0 Denied Entry After 21 Density (ft/veh)86 Occupancy (veh)106 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 8 5: Frontage Road & CR 114 Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 10.5 0.1 1.4 0.0 0.0 0.0 Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 360.2 523.7 382.1 0.1 0.1 Total Delay (hr)0.0 0.1 0.0 0.4 13.8 0.0 25.7 0.3 2.0 0.1 0.5 7.2 Total Del/Veh (s)11.8 1.3 1.0 321.4 89.4 13.6 1302.3 1187.9 1020.4 912.1 1175.6 Stop Delay (hr)0.0 0.0 0.0 0.4 13.4 0.0 25.6 0.3 2.0 0.1 0.5 7.2 Stop Del/Veh (s)11.1 0.4 0.2 324.4 86.4 12.5 1300.3 1185.0 1018.6 910.4 1175.0 Total Stops 960193068170220 Stop/Veh 0.60 0.01 0.00 0.25 0.17 0.00 0.96 1.00 1.00 1.00 0.91 Travel Dist (mi)0.3 10.1 2.7 0.2 34.2 0.2 8.9 0.2 0.9 0.1 0.3 3.1 Travel Time (hr)0.1 0.8 0.2 0.4 14.8 0.0 36.6 0.5 3.4 0.1 0.5 7.3 Avg Speed (mph)5 13 12 1 2 11 010110 Fuel Used (gal)0.0 0.8 0.1 0.1 3.8 0.0 8.5 0.1 0.8 0.0 0.1 1.7 Fuel Eff. (mpg) 12.5 13.2 21.4 2.6 9.1 34.4 1.1 1.6 1.1 3.1 2.3 1.8 HC Emissions (g)09101103000000 CO Emissions (g) 4 316 31 5 394 1 790 6 42 1 7 98 NOx Emissions (g)1 35 5 0 23 0 29 01002 Vehicles Entered 15 424 108 4 550 2 66 170220 Vehicles Exited 14 423 108 3 536 2 30 130111 Hourly Exit Rate 144231083536230130111 Input Volume 16 490 124 5 593 2 102 2 12 1 2 22 % of Volume 88 86 87 60 90 100 29 50 25 0 50 50 Denied Entry Before 000000000000 Denied Entry After 0000003906000 Density (ft/veh) Occupancy (veh)01001502602017 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 9 5: Frontage Road & CR 114 Performance by movement Movement All Denied Delay (hr)12.0 Denied Del/Veh (s) 34.8 Total Delay (hr) 50.2 Total Del/Veh (s)148.9 Stop Delay (hr)49.5 Stop Del/Veh (s)147.0 Total Stops 207 Stop/Veh 0.17 Travel Dist (mi)61.1 Travel Time (hr)64.6 Avg Speed (mph)1 Fuel Used (gal)16.1 Fuel Eff. (mpg)3.8 HC Emissions (g)52 CO Emissions (g)1694 NOx Emissions (g)96 Vehicles Entered 1199 Vehicles Exited 1132 Hourly Exit Rate 1132 Input Volume 1371 % of Volume 83 Denied Entry Before 0 Denied Entry After 45 Density (ft/veh)73 Occupancy (veh)53 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 10 6: CR 114 /CR 114 & CMC West Access Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.1 Denied Del/Veh (s)0.1 0.1 0.5 3.3 0.0 0.1 0.5 Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.2 Total Del/Veh (s)8.8 4.9 0.6 0.2 3.3 0.7 1.0 Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s)7.8 4.9 0.0 0.0 0.8 0.0 0.4 Total Stops 363000039 Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.05 Travel Dist (mi)5.0 0.4 57.2 5.7 0.2 28.5 97.0 Travel Time (hr)0.3 0.0 2.4 0.3 0.0 1.2 4.3 Avg Speed (mph)14 16 24 22 20 24 23 Fuel Used (gal)0.2 0.0 1.8 0.2 0.0 0.8 3.0 Fuel Eff. (mpg)28.5 31.5 32.5 34.2 35.8 33.8 32.7 HC Emissions (g)1 0 13 1 0 5 21 CO Emissions (g)33 1 327 35 1 122 519 NOx Emissions (g)4 0 44 4 0 20 73 Vehicles Entered 36 3 451 45 2 314 851 Vehicles Exited 36 3 451 45 2 314 851 Hourly Exit Rate 36 3 451 45 2 314 851 Input Volume 36 2 446 43 4 319 850 % of Volume 100 150 101 105 50 98 100 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)606 Occupancy (veh)0020014 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 11 7: CMC East Access & CR 114/CR 114 Performance by movement Movement EBT EBR WBL WBT NBL NBR All Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s)0.0 0.0 0.3 0.2 0.1 0.1 0.1 Total Delay (hr)0.3 0.0 0.0 0.0 0.0 0.0 0.4 Total Del/Veh (s)2.5 2.2 3.3 0.5 7.1 4.7 1.9 Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s)0.0 0.0 1.6 0.0 6.2 4.8 0.2 Total Stops 001114420 Stop/Veh 0.00 0.00 0.25 0.00 0.93 1.00 0.03 Travel Dist (mi)120.0 6.7 0.6 39.3 1.8 0.5 168.8 Travel Time (hr)5.1 0.3 0.0 1.6 0.1 0.0 7.3 Avg Speed (mph)23 22 21 24 15 15 23 Fuel Used (gal)3.5 0.2 0.0 1.2 0.1 0.0 5.0 Fuel Eff. (mpg)34.0 35.8 32.8 33.2 29.5 30.6 33.8 HC Emissions (g)21 0090030 CO Emissions (g)496 13 2 213 5 1 731 NOx Emissions (g)79 2 0 30 0 0 112 Vehicles Entered 431 24 4 269 15 4 747 Vehicles Exited 432 24 4 269 15 4 748 Hourly Exit Rate 432 24 4 269 15 4 748 Input Volume 426 22 5 275 16 4 748 % of Volume 101 109 80 98 94 100 100 Denied Entry Before 0000000 Denied Entry After 0000000 Density (ft/veh)399 Occupancy (veh)5002007 SimTraffic Performance Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 12 Total Zone Performance Denied Delay (hr)19.1 Denied Del/Veh (s)20.3 Total Delay (hr)168.0 Total Del/Veh (s)1531.1 Stop Delay (hr)135.2 Stop Del/Veh (s)1231.9 Total Stops 3400 Stop/Veh 8.61 Travel Dist (mi)7483.2 Travel Time (hr)339.1 Avg Speed (mph)23 Fuel Used (gal)255.7 Fuel Eff. (mpg)29.3 HC Emissions (g)2982 CO Emissions (g)93123 NOx Emissions (g)13227 Vehicles Entered 3319 Vehicles Exited 18 Hourly Exit Rate 18 Input Volume 12794 % of Volume 0 Denied Entry Before 0 Denied Entry After 66 Density (ft/veh)248 Occupancy (veh)320 Queuing and Blocking Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 13 Intersection: 1: SH 82 & Commercial Access /CR 115 Movement EB WB WB NB NB B15 B15 B15 SB SB Directions Served LTR L TR L TR T T L T Maximum Queue (ft)31 49 299 27 18 999 1005 446 103 36 Average Queue (ft)3 22 124 2 1 207 273 26 38 2 95th Queue (ft)18 52 315 12 9 856 997 286 97 39 Link Distance (ft)951 858 13321 963 963 963 2040 Upstream Blk Time (%)0 1 0 Queuing Penalty (veh)3 10 1 Storage Bay Dist (ft)25 100 175 Storage Blk Time (%)61 62 1 0 Queuing Penalty (veh)41 5 4 0 Intersection: 2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Movement EB SB Directions Served LTR LTR Maximum Queue (ft)33 61 Average Queue (ft)3 32 95th Queue (ft)17 54 Link Distance (ft)1996 1082 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Movement EB SB Directions Served LTR LTR Maximum Queue (ft)50 78 Average Queue (ft)4 43 95th Queue (ft)26 67 Link Distance (ft)1993 976 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 14 Intersection: 4: SH 82 & CR 154 /CR 114 Movement EB EB WB WB WB NB NB NB NB B14 B14 SB Directions Served LT R L T R L T T R T T L Maximum Queue (ft) 375 67 74 68 80 466 570 564 390 1404 1403 800 Average Queue (ft) 171 47 58 41 6 398 540 530 209 1369 1368 539 95th Queue (ft)320 89 72 77 39 569 553 597 510 1405 1419 913 Link Distance (ft)942 50 50 50 467 467 1349 1349 Upstream Blk Time (%)88 29 0 4 42 35 48 50 Queuing Penalty (veh)210 70 1000 00 Storage Bay Dist (ft)40 380 205 800 Storage Blk Time (%) 60 3 34 33 41 11 Queuing Penalty (veh) 47 3 389 50 85 51 Intersection: 4: SH 82 & CR 154 /CR 114 Movement SB SB SB SB B15 B15 Directions Served L T T R T T Maximum Queue (ft) 823 803 727 56 56 25 Average Queue (ft) 555 322 263 8 5 2 95th Queue (ft)928 829 653 34 57 36 Link Distance (ft)963 963 992 992 Upstream Blk Time (%) 1 2 0 Queuing Penalty (veh) 0 13 0 Storage Bay Dist (ft) 800 150 Storage Blk Time (%) 13 1 8 Queuing Penalty (veh) 62 3 3 Intersection: 5: Frontage Road & CR 114 Movement EB EB WB WB B20 B20 B33 NB NB SB Directions Served LT TR LT TR T T T L LTR LTR Maximum Queue (ft)55 8 366 260 193 91 1016 187 1005 329 Average Queue (ft)15 0 319 48 115 6 429 159 599 180 95th Queue (ft)50 5 426 212 242 57 1285 241 1271 437 Link Distance (ft)50 50 278 278 122 122 1291 993 901 Upstream Blk Time (%) 3 76 2 46 1 14 39 Queuing Penalty (veh) 10 00000 0 Storage Bay Dist (ft)105 Storage Blk Time (%)87 1 Queuing Penalty (veh)57 1 Queuing and Blocking Report 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 15 Intersection: 6: CR 114 /CR 114 & CMC West Access Movement WB SB Directions Served LR LT Maximum Queue (ft)64 22 Average Queue (ft)20 1 95th Queue (ft)46 13 Link Distance (ft)723 452 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 7: CMC East Access & CR 114/CR 114 Movement WB NB Directions Served LT LR Maximum Queue (ft)29 38 Average Queue (ft)2 13 95th Queue (ft)18 37 Link Distance (ft)768 634 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 1118 Actuated Signals, Observed Splits 2045 Total PM_Simtraffic_180s.syn Spring Valley Ranch McDowell Engineering Glenwood Springs, CO Page 16 Intersection: 4: SH 82 & CR 154 /CR 114 Phase 124568 Movement(s) Served NBL SBT EBWB SBL NBT EBWB Maximum Green (s) 11.5 117.0 28.5 16.5 112.0 28.0 Minimum Green (s) 4.0 20.0 12.0 4.0 20.0 12.0 Recall None C-Max None None C-Max None Avg. Green (s)11.6 117.0 28.4 16.6 112.0 27.9 g/C Ratio NANANANANANA Cycles Skipped (%)000000 Cycles @ Minimum (%)000000 Cycles Maxed Out (%) 95 100 95 100 100 95 Cycles with Peds (%) 000000 Controller Summary Average Cycle Length (s): NA Number of Complete Cycles : 0