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HomeMy WebLinkAboutReports - Traffic Study - 11/17/2025 Front Range RV & Boat Storage – Traffic Study 1 | P a g e Traffic Study To: Eric Kelley, Freedom Homes, LLC From: Chandler Croneigh, PE, PTOE Date: November 17, 2025 Front Range RV & Boat Storage Fort Collins, CO Prepared By: Reid Olson, Transportation Engineer II Chandler Croneigh, Transportation Team Lead I ccroneigh@jrengineering.com JR Engineering 7200 South Alton Way, Suite C400 Centennial, CO 80112 Front Range RV & Boat Storage – Traffic Study 2 | P a g e Table of Contents Executive Summary ........................................................................................................................................... 3 Introduction ...................................................................................................................................................... 4 Existing Conditions ............................................................................................................................................ 6 Traffic Volumes and Distribution ....................................................................................................................... 7 Traffic Operations Analysis .............................................................................................................................. 16 Conclusion ....................................................................................................................................................... 20 List of Figures Figure 1: Vicinity, Site Plan, and Study Intersections Map .................................................................................. 5 Figure 2: 2025 Existing Traffic Volumes and Lane Geometry ............................................................................ 10 Figure 3: 2026 Opening Day Background Traffic Volumes ................................................................................ 11 Figure 4: 2045 Background Traffic Volumes ..................................................................................................... 12 Figure 5: Site-Generated Traffic Volumes and Distribution .............................................................................. 13 Figure 6: 2026 Opening Day Total Traffic Volumes ........................................................................................... 14 Figure 7: 2045 Total Traffic Volumes ................................................................................................................ 15 List of Tables Table 1: Routing Distributions ............................................................................................................................ 8 Table 2: Contribution of Site Generated Traffic .................................................................................................. 8 Table 3: Year 2045 Total Traffic Volumes for Turn Lane Warrants ...................................................................... 9 Table 4: 2025 Existing Levels of Service ............................................................................................................ 16 Table 5: 2026 Opening Day Levels of Service ................................................................................................... 16 Table 6: 2045 Total Levels of Service ................................................................................................................ 17 Table 7: 2025 Existing 95th Percentile Queue Lengths ...................................................................................... 18 Table 8: 2026 Opening Day 95th Percentile Queue Lengths .............................................................................. 18 Table 9: 2045 Total 95th Percentile Queue Lengths .......................................................................................... 19 List of Appendices Appendix A: Base Assumptions Appendix B: Traffic Counts Appendix C: Trip Generation Appendix D: Synchro Reports Appendix E: Site Plan Appendix F: Excerpts from the Colorado Parks and Wildlife Office Relocation TIS Appendix G: Excerpts from the NCHRP Report 745 Front Range RV & Boat Storage – Traffic Study 3 | P a g e Executive Summary JR Engineering (JR) has completed a review of the traffic impacts resulting from the proposed development of Front Range RV & Boat Storage project in Fort Collins, Colorado. The objectives of this Traffic Study are: • Estimate site-generated traffic and routing onto adjacent streets. • Perform traffic operations analysis for 2025 existing, 2026 opening day, and 2045 future conditions. • Make roadway improvement recommendations to accommodate new traffic as needed. The methodology, content, and findings of this Study are consistent with the following documents: • Larimer County Urban Area Street Standards (LCUASS) – Chapter 4 – Transportation Impact Study • Colorado State Highway Access Code (CDOT Access Code) The base assumptions form according to LCUASS is included in Appendix A Key Findings of this Study • Levels of Service o All movements maintain a Level of Service of D or better in the Years 2025, 2026, and 2045 with the exception of the following movements in the Year 2045 Future Condition: ▪ County Road 50 & Frontage Road: NBLTR, SBLTR ▪ Vine Drive & Frontage Road: NBLRT, SBLTR • Queue Lengths o Queue lengths both before and after development of the site were acceptable. • Recommendations o The impact of the site’s development was negligible on traffic conditions. JR does not recommend any additional roadway improvements beyond those already committ ed and agreed upon. These are a driveway access and an emergency access along the I-25 East Frontage Road. Front Range RV & Boat Storage – Traffic Study 4 | P a g e Introduction JR has completed a review of the existing and forecasted traffic operations in the vicinity of the planned Front Range Recreational Vehicle (RV) & Boat Storage. A vicinity, site plan, and study intersections map is included in Figure 1. Proposed Land Use The development is anticipated to contain the following land uses: • 398 Units of RV and Boat Storage (ITE CODE 151 – Mini-Warehouse) Study Intersections For this study, three intersections were analyzed, two of which are external and one providing access to the site along East Interstate-25 Frontage Road (referred to as Frontage Road throughout this study). The study intersections, along with a site plan and vicinity map, are shown in Figure 1. Intersection 1 is located at Frontage Road & Site Access. Along the north and southbound approaches there is one lane in each direction. The westbound approach is currently a gravel driveway with no traffic control; a stop sign is proposed. The posted speed limit along Frontage Road is 55 mph. Intersection 2, which is at County Road 50/Mountain Vista Drive & Frontage Road, is approximately 2,000 feet north of the site. It is a two-way stop controlled intersection where the north and southbound approaches have a stop sign. Each approach has one through lane. Additionally, the eastbound and westbound approaches have dedicated left turn lanes. Intersection 3 is approximately 3,000 feet south of the site at Vine Drive & Frontage Road. It is a two-way stop controlled intersection. The layout of Intersection 3 is identical to that of Intersection 2, except the westbound approach does not have a dedicated left turn lane. It should be noted that an emergency access to the site is proposed approx imately 600 feet north of Intersection 1. However, this was not included in the analysis presented in this study because it is intended for emergency vehicles only and normal traffic was is not intended to be routed through this access. Multiple agencies may have jurisdiction over the study area intersections. The agencies include Larimer County, City of Fort Collins, and the Colorado Department of Transportation (CDOT). A Westrian Company LEGEND Front Range RV & Boat Storage – Traffic Study 6 | P a g e Existing Conditions Existing Land Use The project site is mostly vacant, except for an existing U-Haul Dealer, which generates approximately ten or fewer trips in the existing condition. This amount was determined by using the traffic counts in Appendix B to see how many trips entered Frontage Road but did not exit at either Study Intersection 2 or 3. This method was used for the AM and PM Peak Hour existing conditions and was applied to the existing land use for the site as seen in Figure 2. Existing Traffic Volumes Existing traffic volumes were obtained on Tuesday, July 18, 2023 by All Traffic Data Services for each of the external study intersections between the hours of 7:00AM to 9:00AM and 4:00PM to 6:00PM. Sunday peak hour counts were also collected in order to estimate the weekend peak hour for RV and boat returns. Existing Sunday counts were collected on Sunday, September 7, 2025 between the hours of 4:00PM to 6:00PM. Existing traffic volumes are shown in Figure 2. Traffic counts are included in Appendix B. Front Range RV & Boat Storage – Traffic Study 7 | P a g e Traffic Volumes and Distribution Background Traffic Growth Rate Projections of the Years 2026 and 2045 peak hour traffic volumes were added to existing volumes to account for future regional development. JR applied an annual 3.5% growth rate across the board, with the exception of turning movements entering or exiting the site, which instead used a 1.0% growth rate. This is consistent with the projection data provided by the North Front Range Metropolitan Planning Organization (NFRMPO). An important background development within the vicinity of the site is the Colorado Parks and Wildlife Office Relocation, which is located directly to the north of the site. Site generated traffic from the Colorado Parks and Wildlife Office Relocation Traffic Impact Study by Kellar Engineering, dated February 16, 2024 was included in the background traffic of this study. Relevant excerpts are included in Appendix F. Future background traffic volumes for the Years 2026 and 2045 are shown in Figures 3-4. Site-Generated Traffic Volumes Site-generated traffic volumes were estimated using the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 11th Edition under land use code 151 – Mini-Warehouse. The development of 398 RV and boat parking spaces is expected to produce the following trips: • Average Weekday Daily Trips: 71 • AM Peak Entering Site: 2 • AM Peak Exiting Site: 3 • PM Peak Entering Site: 3 • PM Peak Exiting Site: 4 • Average Saturday Daily Trips: 65 • Saturday Peak Entering: 6 • Saturday Peak Exiting: 5 Due to the increased presence of recreational vehicles (RVs) and boats using the proposed site, it was assumed that half of the generated trips entering and exiting the site were counted as passenger car equivalents and multiplied by a factor of three. This was applied to each studied intersection in order to estimate the impact of increased RV & boat presence on traffic operations within the vicinity. In addition, it should be noted that the ITE Trip Generation for Saturday, Peak Hour of Generator was used to analyze the site. This was done in order to be more conservative in trip generation, as Saturday is the more appropriate time period that correlates to the Mini -Warehouse land use. However, it is expected that Sunday will be the peak hour when people return their boats & RV’s after the weekend. Therefore, the Saturday trip generation was analyzed during the anticipated Sunday peak hour. Front Range RV & Boat Storage – Traffic Study 8 | P a g e Site-generated traffic volumes and distributions are shown in Figure 5. A trip generation report is included in Appendix C. Distribution of Site-Generated Traffic Site-generated traffic was routed onto adjacent streets according to the distribution in Table 1 and Figure 5. The site is located east of I-25 and north of the city of Fort Collins, thus it was estimated that a higher distribution of traffic is oriented south and west. These estimates were supported by the existing traffic count data. As such, JR applied the following distributions based on the existing traffic volumes: Table 1: Routing Distributions Off Site Distribution Estimate Direction Distribution Percentage NW 30% NE 5% SW 60% SE 5% Total Traffic Total traffic is the sum of background and site-generated traffic. JR forecasted total traffic volumes at the study intersections in the Year 2026 Opening Day and Year 2045 Total conditions. These volumes are shown in Figure 6 and Figure 7 respectively. Contribution of Site Generated Traffic The contribution of site generated traffic as a percentage compared to the total traffic at each intersection can be seen in Table 2, adjusted per passenger car equivalents for the RV’s and boat trailers. Table 2: Contribution of Site Generated Traffic Intersection Location As shown in Table 2 above, the percentage of site-generated traffic is 29.33% during the Sunday Peak Hour. This, alongside the proposed driveway improvements to the Site Access, meets the criteria to warrant a CDOT Access Permit. Front Range RV & Boat Storage – Traffic Study 9 | P a g e Turn Lane Warrants The intersection of the Frontage Road & Site Access was analyzed using the Colorado Department of Transportation (CDOT) State Highway Access Code (referred to as CDOT Access Code for the purposes of this study) in order to determine if turn lanes into or out of the site were warra nted by the Year 2045 future condition. The projected volumes for each turning movement in the Year 2045 have been summarized in Table 3 below and can be seen in Figure 7 as well. Table 3: Year 2045 Total Traffic Volumes for Turn Lane Warrants Intersection Movement/Approach Year 2045 Total Volumes (veh) AM Peak Volume PM Peak Volume Sunday Peak Volume 1: E Frontage Road & Access WBL 3 6 7 WBR 3 3 4 NBT 158 194 49 NBR 4 6 8 SBL 3 3 4 SBT 150 178 47 The CDOT Access Code section 3.13, Category F-R Frontage Road, states that left turn and right turn deceleration lanes are required for average daily turn volumes greater than 10 and 25 respectively. This applies to posted speed limits greater than 40mph. The posted speed limit along the Frontage Road is 55mph. As shown in Table 3, the Year 2045 Total volumes are not sufficient to meet criteria outlined by the CDOT Access Code, therefore dedicated turn lanes at the intersection of the site are not warranted. In addition, the National Cooperative Highway Research Program (NCHRP) Report 745, Left-Turn Accommodations at Unsignalized Intersections was used as an additional method to determine if turn lanes into or out of the site were warranted by the Year 2045 future condition. Based on the criteria outlined in Table 1 of NCHRP Report 745, a left turn volume less than 10 but greater than 5 vehicles per hour would require a thru volume of at least 200 vehicles per hour per lane. The Year 2045 Total volumes, as shown in Table 3, do not exceed 200 trips in either the northbound or southbound thru direction. Therefore, dedicated left turn lanes at the intersection of Frontage Road & Access are not warranted. Excerpts from the NCHRP Report 745 are included in Appendix G. A Westrian Company LEGEND FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50MOUNTAIN VISTA DR FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50MOUNTAIN VISTA DR A Westrian Company FR O N T A G E R D FR O N T A G E R D U-HAUL ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50 MOUNTAIN VISTA DR FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50MOUNTAIN VISTA DR LEGEND A Westrian Company FR O N T A G E R D FR O N T A G E R D U-HAUL ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50 MOUNTAIN VISTA DR FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50MOUNTAIN VISTA DR LEGEND A Westrian Company FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50MOUNTAIN VISTA DR FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50MOUNTAIN VISTA DR LEGEND A Westrian Company FR O N T A G E R D SITE ACCESS FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50MOUNTAIN VISTA DR FR O N T A G E R D COUNTY ROAD 50MOUNTAIN VISTA DR FR O N T A G E R D VINE DR LEGEND A Westrian Company FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50MOUNTAIN VISTA DR FR O N T A G E R D FR O N T A G E R D SITE ACCESS FR O N T A G E R D VINE DR COUNTY ROAD 50MOUNTAIN VISTA DR LEGEND Front Range RV & Boat Storage – Traffic Study 16 | P a g e Traffic Operations Analysis Traffic operations were analyzed using HCM 7th Edition methodology. Synchro reports are included in Appendix D. Levels of Service JR analyzed each of the studied intersections for peak hour Level of Service (LOS). Table 4 includes the LOS for each movement in the Year 2025 Existing condition. The forecasted LOS for background and total traffic in the Years 2026 and 2045 are shown in Table 5 and Table 6 respectively. Table 4: 2025 Existing Levels of Service Intersection Movement/Approach AM Peak LOS PM Peak LOS Sunday Peak LOS 1: E Frontage Road & Access WBLR A A A SBLT A A A 2: County Road 50 & Frontage Road NBLTR C D B EBL A A A WBL A A A SBLTR B B A 3: Vine Drive & Frontage Road NBLTR B C B EBL A A A WBLTR A A A SBLTR B B B Table 5: 2026 Opening Day Levels of Service Intersection Movement/ Approach AM Peak LOS PM Peak LOS Sunday Peak LOS Background Traffic Total Traffic Background Traffic Total Traffic Background Traffic Total Traffic 1: E Frontage Road & Access WBLR N/A A N/A B N/A A SBLT N/A A N/A A N/A A 2: County Road 50 & Frontage Road NBLTR C C E E B B EBL A A A A A A WBL A A A A A A SBLTR B B B B A A 3: Vine Drive & Frontage Road NBLTR B B C C B B EBL A A A A A A WBLTR A A A A A A SBLTR B B B B B B Front Range RV & Boat Storage – Traffic Study 17 | P a g e Table 6: 2045 Total Levels of Service Intersection Movement/ Approach AM Peak LOS PM Peak LOS Sunday Peak LOS Background Traffic Total Traffic Background Traffic Total Traffic Background Traffic Total Traffic 1: E Frontage Road & Access WBLR N/A B N/A B N/A A SBLT N/A A N/A A N/A A 2: County Road 50 & Frontage Road NBLTR F F F F D D EBL A A A A A A WBL A A A A A A SBLTR F F F F B B 3: Vine Drive & Frontage Road NBLTR F F F F C C EBL A A A A A A WBLTR A A A A A A SBLTR C C E F B B Discussion on Levels of Service In the existing condition, all movements are operating at a satisfactory Level of Service D or better. For the Year 2025 Opening Day condition, movements still operated at a Level of Service D or better except for the following: • PM Background and Total Traffic: o County Road 50 & Frontage Road: NBLTR For the Year 2045 Total condition, all movements operate at a satisfactory Level of Service, except for the following: • AM & PM Background and Total Traffic: o County Road 50 & Frontage Road: NBLTR, SBLTR o Vine Drive & Frontage Road: NBLRT • PM Background and Total Traffic: o Vine Drive & Frontage Road: SBLTR The movements listed above are expected to fail in both the Background and Total traffic conditions for the Year 2045 Future condition. This means that the failure was caused by background traffic growth and is not due to site generated traffic. Therefore, it is recommended that this failure be accepted. In order to mitigate failing levels of service in the future, CDOT could consider installing dedicated northbound an d southbound left turn lanes at the intersections of County Road 50 & Frontage Road and Vine Drive & Frontage Road. Front Range RV & Boat Storage – Traffic Study 18 | P a g e Queue Lengths JR analyzed each of the Study intersections for 95th Percentile Queue Lengths using HCM 7th Edition methodology. The 95th Percentile Queue Lengths for the Year 2025 Existing, Year 2025 Opening Day, and Year 2045 Total conditions are shown in Table 7, Table 8, and Table 9 respectively. Table 7: 2025 Existing 95th Percentile Queue Lengths Intersection Movement/Approach AM Peak Queue (ft) PM Peak Queue (ft) Sunday Peak Queue (ft) 1: Frontage Road & Access WBLR < 25 < 25 <25 SBLT < 25 < 25 <25 2: County Road 50 & Frontage Road NBLTR < 25 50 <25 EBL < 25 < 25 <25 WBL < 25 < 25 <25 SBLTR 35 38 <25 3: Vine Drive & Frontage Road NBLTR < 25 28 <25 EBL < 25 < 25 <25 WBLTR < 25 < 25 <25 SBLTR < 25 < 25 <25 Table 8: 2026 Opening Day 95th Percentile Queue Lengths Intersection Movement/Approach AM Peak Queue (ft) PM Peak Queue (ft) Sunday Peak Queue (ft) 1: Frontage Road & Access WBLR < 25 < 25 <25 SBLT < 25 < 25 <25 2: County Road 50 & Frontage Road NBLTR 45 120 <25 EBL < 25 < 25 <25 WBL < 25 < 25 <25 SBLTR 45 43 <25 3: Vine Drive & Frontage Road NBLTR < 25 30 <25 EBL < 25 < 25 <25 WBLTR < 25 < 25 <25 SBLTR < 25 < 25 <25 Front Range RV & Boat Storage – Traffic Study 19 | P a g e Table 9: 2045 Total 95th Percentile Queue Lengths Intersection Movement/Approach AM Peak Queue (ft) PM Peak Queue (ft) Sunday Peak Queue (ft) 1: Frontage Road & Access WBLR < 25 < 25 <25 SBLT < 25 < 25 <25 2: County Road 50 & Frontage Road NBLTR 508 715 65 EBL < 25 38 <25 WBL < 25 < 25 <25 SBLTR 330 603 43 3: Vine Drive & Frontage Road NBLTR 148 353 45 EBL < 25 < 25 <25 WBLTR < 25 < 25 <25 SBLTR 53 158 <25 Discussion on Queue Lengths In the Year 2025 Existing condition, all queue lengths are minimal. Most movements’ queues were under 25 feet in length, which does not block access to other access points. In the Year 2025 Opening Day condition, queueing is expected to remain largely the same across movements . The northbound movements at County Road 50 & Frontage Road increased from 50ft to 120ft in the PM Peak Hour, but still no upstream intersections or driveways are expected to be blocked. For the Year 2045 Future condition, queueing is expected to remain the same across most movements, with the following exceptions: • County Road 50 & Frontage Road Future AM & PM Peak Hours o NBLTR: 508 and 715 feet o SBLTR: 330 and 603 feet • Vine Drive & Frontage Road Future AM & PM Peak Hours o NBLTR: 118 and 353 feet o SBLTR: 53 and 125 feet The increased queue lengths listed above are still not expected to block other access points. In order to reduce these queue lengths, as mentioned previously, CDOT could consider installing dedicated north/southbound turn lanes at the intersections of County Road 50 & Frontage Road and Vine Drive & F rontage Road. Front Range RV & Boat Storage – Traffic Study 20 | P a g e Conclusion Below is a summary of the conclusions and findings of this Study. Levels of Service Year 2025 Existing Condition: In the existing condition, all movements are operating at a satisfactory Level of Service D or better. Year 2026 Opening Day Condition: In the year 2026, the operation of intersections is not anticipated to change much, if at all, from the 2025 Levels of Service. The studied intersection movements continue to operate at a satisfactory Level of Service D or better except for the combined northbound left/thru/right at County Road 50 & Frontage Road. It is recommended this failure be accepted because the failure first occurs in the Background condition, meaning that it is not caused by site generated traffic. Year 2045 Total Condition: In the Year 2045, the operation of intersections are expected to maintain satisfactory Levels of Service, with the exception of the following movements: • AM & PM Background and Total Traffic: o County Road 50 & Frontage Road: NBLTR, SBLTR o Vine Drive & Frontage Road: NBLRT • PM Background and Total Traffic: o Vine Drive & Frontage Road: SBLTR It is recommended these failures be accepted because the failures first occur in the Background condition, meaning that the failure is not caused by site generated traffic. Queue Lengths The 95th Percentile Queue Length for each of the studied i ntersections in the Years 2025 and 2026 remain satisfactory with minimal safety concerns. Longer queue lengths in the Year 2045 Total condition are still not expected to block other access points. Recommendations The impact of the site’s development was negligible on traffic conditions. If CDOT wishes to address the failing level of services and increased 95th percentile queue lengths by the Year 2045 Future condition, then they could consider installing northbound and southbound left turn lanes at the intersection of County Road 50 & Frontage Road and Vine Drive & Frontage Road. Under criteria from the CDOT Access Code and NCHRP report 745, it was found that turn lanes are not warranted at the intersection of the Frontage Road & Site Access. Otherwise, JR does not recommend any additional roadway improvements beyond those already committed and agreed upon. These are a driveway access and an emergency only access along the I-25 East Frontage Road. Front Range RV & Boat Storage – Traffic Study Appendix A: Base Assumptions Chapter 4 – Attachments Page 4-38 Larimer County Urban Area Street Standards – Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment A Transportation Impact Study Base Assumptions Project Information Project Name Project Location TIS Assumptions Type of Study Full: Intermediate: Study Area Boundaries North: South: East: West: Study Years Short Range: Long Range: Future Traffic Growth Rate Study Intersections 1. All access drives 5. 2. 6. 3. 7. 4. 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: Trip Generation Rates Trip Adjustment Factors Passby: Captive Market: Overall Trip Distribution SEE ATTACHED SKETCH Mode Split Assumptions Committed Roadway Improvements Other Traffic Studies Areas Requiring Special Study Date: Traffic Engineer: Local Entity Engineer: E Frontage Rd & Vine Steven Gilchrist 07/13/2023 Front Range RV & Boat Storage – Traffic Study Appendix B: Traffic Counts E I-25 FRONTAGE RD E I-25 FRONTAGE RDMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:1 E I-25 FRONTAGE RD & MOUNTAIN VISTA DR AM Tuesday, July 18, 2023Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:07:00 AM - 08:00 AM Peak 15-Minutes:07:30 AM - 07:45 AM 224 150 19 17 7873 155 236 0.84 N S EW 0.86 0.59 0.70 0.88 (261)(430) (29) (22) (427) (261) (138)(148) 18 0 00 3 15 1 28 13 114 0 0 44 41 33 40 MOUNTAIN VISTA DR MOUNTAIN VISTA DR E I-25 FRONTAGE RD E I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 5 9 0 0 100 26 0 0 0 3 96 0 0 0 04765 0 2 36 7:15 AM 0 7 6 0 0 110 31 3 0 1 1 109 0 0 0 047210 0 1 38 7:30 AM 0 16 12 0 0 140 30 3 0 0 4 142 0 0 0 04548 2 1 52 7:45 AM 0 13 6 0 0 90 27 7 0 0 7 129 0 0 0 04235 1 0 54 8:00 AM 0 6 13 0 1 120 17 0 0 0 1 92 0 0 0 03826 0 0 36 8:15 AM 0 7 6 0 0 80 31 0 0 0 3 91 0 0 0 05 1 0 30 8:30 AM 0 8 4 0 0 210 19 1 0 0 3 111 0 0 0 04 1 0 50 8:45 AM 0 11 5 0 1 120 14 2 0 0 1 88 0 0 0 07 0 0 35 Count Total 3314550 8589720617302310161950 000 0 Peak Hour 0 114 13 0 1 15 0 41 33 0 0 44 47628 3 4 180 0 0 0 0 E I-25 FRONTAGE RD E I-25 FRONTAGE RDVINE DRVINE DR (303) 216-2439 www.alltrafficdata.net Location:2 E I-25 FRONTAGE RD & VINE DR AM Tuesday, July 18, 2023Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:07:15 AM - 08:15 AM Peak 15-Minutes:07:30 AM - 07:45 AM 73 84 117 56 65134 201 182 0.89 N S EW 0.73 0.89 0.74 0.82 (149)(144) (209) (99) (336) (344) (123)(236) 48 05 14 93 10 104 50 47 0 0 20 41 23 10 VINE DR VINE DR E I-25 FRONTAGE RD E I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 1 0 0 0 0 0 000 0 0 1 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 8 5 0 1 50 7 5 0 0 24 88 0 0 0 044920 4 0 9 7:15 AM 0 14 8 0 2 40 9 11 0 2 26 118 0 0 0 045629 2 0 11 7:30 AM 0 9 6 0 3 60 14 11 0 5 21 128 0 0 0 043330 7 0 16 7:45 AM 0 9 4 0 0 40 13 18 0 2 19 115 0 0 0 039030 4 0 12 8:00 AM 0 9 5 0 0 60 11 10 0 1 27 95 0 0 0 037115 1 1 9 8:15 AM 0 9 7 0 1 60 7 9 0 2 20 95 0 0 0 023 3 2 6 8:30 AM 0 10 2 0 4 40 5 7 0 1 16 85 0 0 0 015 3 2 16 8:45 AM 0 8 5 0 1 50 15 11 0 2 15 96 0 0 0 019 2 0 13 Count Total 92526181 820401204276016815082810 000 0 Peak Hour 0 47 50 0 10 93 0 41 23 0 5 20 456104 14 1 48 0 0 0 0 E I-25 FRONTAGE RD E I-25 FRONTAGE RDMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:1 E I-25 FRONTAGE RD & MOUNTAIN VISTA DR PM Tuesday, July 18, 2023Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:04:00 PM - 05:00 PM Peak 15-Minutes:04:00 PM - 04:15 PM 184 291 18 19 9686 281 183 0.93 N S EW 0.88 0.64 0.87 0.88 (592)(327) (29) (46) (329) (552) (202)(143) 13 5 03 6 9 3 37 15 229 0 0 46 39 56 10 MOUNTAIN VISTA DR MOUNTAIN VISTA DR E I-25 FRONTAGE RD E I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 000 0 1 0 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 9 16 0 1 120 55 4 0 1 3 155 0 0 0 057912 2 1 39 4:15 PM 0 5 14 0 0 80 57 2 0 0 1 137 0 0 0 05649 1 0 40 4:30 PM 0 12 15 0 1 160 57 5 0 1 2 140 0 0 0 05665 0 0 26 4:45 PM 0 13 11 0 1 100 60 4 0 1 3 147 0 0 0 056011 3 0 30 5:00 PM 0 10 17 0 0 160 52 6 0 0 6 140 0 0 0 05314 0 1 28 5:15 PM 0 14 17 0 0 80 56 4 0 0 0 139 0 0 0 07 0 1 32 5:30 PM 0 3 22 0 0 40 69 5 0 0 3 134 0 0 0 07 1 0 20 5:45 PM 0 8 13 0 4 100 54 6 0 0 1 118 0 0 0 01 0 0 21 Count Total 2363756 1,11084701257401930364600 000 0 Peak Hour 0 229 15 0 3 9 0 39 56 0 3 46 57937 6 1 135 0 0 0 0 E I-25 FRONTAGE RD E I-25 FRONTAGE RDVINE DRVINE DR (303) 216-2439 www.alltrafficdata.net Location:2 E I-25 FRONTAGE RD & VINE DR PM Tuesday, July 18, 2023Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:15 PM - 05:30 PM 88 105 90 125 95108 227 162 0.82 N S EW 0.91 0.77 0.92 0.82 (200)(161) (162) (249) (310) (435) (193)(192) 32 024 16 69 5 71 93 63 0 0 32 61 26 80 VINE DR VINE DR E I-25 FRONTAGE RD E I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 0 0 0 0 1 0 001 0 0 1 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 11 10 0 3 80 14 25 0 1 13 119 0 0 0 047016 5 2 11 4:15 PM 0 12 9 0 10 50 10 30 0 1 12 115 0 0 0 04639 5 2 10 4:30 PM 0 19 5 0 9 130 14 26 0 1 18 127 0 0 0 050016 0 3 3 4:45 PM 0 11 9 0 4 40 15 20 0 0 14 109 0 0 0 049917 3 1 11 5:00 PM 0 16 3 0 4 60 17 16 0 1 17 112 0 0 0 048114 6 1 11 5:15 PM 0 15 9 0 7 90 17 31 0 3 20 152 0 0 0 024 7 3 7 5:30 PM 0 17 8 0 1 50 13 33 0 0 16 126 0 0 0 018 5 2 8 5:45 PM 0 20 5 0 2 40 9 14 0 0 12 91 0 0 0 017 2 0 6 Count Total 671433131 95154400581210122701951090 000 0 Peak Hour 0 63 93 0 5 69 0 61 26 0 24 32 50071 16 8 32 0 0 0 0 I-25 FRONTAGE RD I-25 FRONTAGE RDMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:1 I-25 FRONTAGE RD & MOUNTAIN VISTA DR PM Sunday, September 7, 2025Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:04:45 PM - 05:45 PM Peak 15-Minutes:05:00 PM - 05:15 PM 114 126 11 33 2925 145 115 0.96 N S EW 0.75 0.69 0.73 0.84 (252)(186) (19) (45) (194) (262) (70)(46) 95 02 2 9 0 8 28 109 0 0 17 11 15 30 MOUNTAIN VISTA DR MOUNTAIN VISTA DR I-25 FRONTAGE RD I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 0 0 0 0 1 0 000 0 0 0 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 5 7 0 0 60 22 3 0 0 1 60 0 0 0 02504 0 0 12 4:15 PM 0 2 11 0 0 50 24 3 0 0 2 59 0 0 0 02681 0 0 11 4:30 PM 0 3 4 0 0 20 27 2 0 0 1 55 0 0 0 02852 0 0 14 4:45 PM 0 2 2 0 1 30 30 12 0 0 4 76 0 0 0 02992 0 2 18 5:00 PM 0 2 1 0 0 60 24 9 0 0 0 78 0 0 0 02872 1 1 32 5:15 PM 0 1 7 0 1 50 32 3 0 0 2 76 0 0 0 03 0 0 22 5:30 PM 0 6 5 0 0 30 23 4 0 0 3 69 0 0 0 01 1 0 23 5:45 PM 0 3 6 0 0 10 25 4 0 0 4 64 0 0 0 00 0 0 21 Count Total 1533215 5373120432401700402070 000 0 Peak Hour 0 109 28 0 0 9 0 11 15 0 2 17 2998 2 3 95 0 0 0 0 I-25 FRONTAGE RD I-25 FRONTAGE RDVINE DRVINE DR (303) 216-2439 www.alltrafficdata.net Location:2 I-25 FRONTAGE RD & VINE DR PM Sunday, September 7, 2025Date: Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians Traffic Counts - Motorized Vehicles Note: Total study counts contained in parentheses. Peak Hour:04:00 PM - 05:00 PM Peak 15-Minutes:04:00 PM - 04:15 PM 28 39 49 54 7473 112 97 0.90 N S EW 0.64 0.80 0.88 0.77 (71)(53) (86) (106) (185) (225) (134)(136) 6 06 6 39 4 53 41 18 0 0 16 52 15 70 VINE DR VINE DR I-25 FRONTAGE RD I-25 FRONTAGE RD 0 0 0 0 N S EW 0 0 00 0 0 0 0 0 0 0 0 0 0 1 0 000 0 0 0 0 0 N S EW 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 10 6 0 4 40 4 13 0 2 5 73 0 0 0 026316 1 5 3 4:15 PM 0 11 2 0 0 60 8 11 0 1 10 63 0 0 0 025611 2 0 1 4:30 PM 0 15 4 0 1 20 3 8 0 1 12 66 0 0 0 025515 3 1 1 4:45 PM 0 16 3 0 1 40 3 9 0 0 12 61 0 0 0 024011 0 1 1 5:00 PM 0 8 0 0 1 30 3 14 0 2 7 66 0 0 0 023521 1 1 5 5:15 PM 0 17 4 0 1 30 6 7 0 1 6 62 0 0 0 011 0 2 4 5:30 PM 0 10 6 0 1 10 2 10 0 1 6 51 0 0 0 010 1 2 1 5:45 PM 0 8 1 0 0 00 7 12 0 0 11 56 0 0 0 010 1 1 5 Count Total 21139105 498239026950698084360 000 0 Peak Hour 0 18 41 0 4 39 0 52 15 0 6 16 26353 6 7 6 0 0 0 0 Front Range RV & Boat Storage – Traffic Study Appendix C: Trip Generation Trip Generation Summary Project: Open Date: Analysis Date:Front Range Storage 10/2/2025 10/2/2025 Alternative: RV and Boat Storage Phase: ITE Land Use Enter Exit Enter ExitEnter Exit TotalTotal Total Enter Exit Total**** Weekday Average Daily Trips Weekday AM Peak Hour of Adjacent Street Traffic Weekday PM Peak Hour of Adjacent Street Traffic Sunday Peak Hour of Generator 151 RV and Boat Storage 71 5 7 11 3.98 Storage Units (100s) 36 35 3 2 4 3 6 5 Unadjusted Volume 36 35 71 3 2 5 4 3 7 Internal Capture Trips 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 35 71 3 2 5 4 3 7 Pass-By Trips Volume Added to Adjacent Streets 6 5 11 0 0 0 0 0 0 6 5 11 Total Weekday Average Daily Trips Internal Capture = 0 Percent Total Weekday AM Peak Hour of Adjacent Street Traffic Internal Capture = 0 Percent Total Weekday PM Peak Hour of Adjacent Street Traffic Internal Capture = 0 Percent Total Sunday Peak Hour of Generator Internal Capture = 0 Percent P. 1TRIP GENERATION 10, TRAFFICWARE, LLC Source: Institute of Transportation Engineers, Trip Generation Manual 10th Edition - Custom rate used for selected time period.* Front Range RV & Boat Storage – Traffic Study Appendix D: Synchro Reports Front Range RV & Boat Storage – Traffic Study Weekday Peak Hours Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2025 Existing AM Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)3 3 78 5 1 73 Future Volume (vph)3 3 78 5 1 73 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 0.932 0.992 Flt Protected 0.976 0.999 Satd. Flow (prot)1694 0 1848 0 0 1861 Flt Permitted 0.976 0.999 Satd. Flow (perm)1694 0 1848 0 0 1861 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)4 4 100 6 1 94 Shared Lane Traffic (%) Lane Group Flow (vph)8 0 106 0 0 95 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 14.6%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2025 Existing AM Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 3 78 5 1 73 Future Vol, veh/h 3 3 78 5 1 73 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 4 4 100 6 1 94 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 199 103 0 0 106 0 Stage 1 103 ----- Stage 2 96 ----- Critical Hdwy 6.42 6.22 --4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 --2.218 - Pot Cap-1 Maneuver 789 952 --1485 - Stage 1 921 ----- Stage 2 928 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 789 952 --1485 - Mov Cap-2 Maneuver 789 ----- Stage 1 921 ----- Stage 2 927 ----- Approach WB NB SB HCM Control Delay, s/v 9.21 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--862 24 - HCM Lane V/C Ratio --0.009 0.001 - HCM Control Delay (s/veh)--9.2 7.4 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)--0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2025 Existing AM Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)144 13 28 1 15 3 41 33 4 0 44 180 Future Volume (vph)144 13 28 1 15 3 41 33 4 0 44 180 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.898 0.974 0.993 0.893 Flt Protected 0.950 0.950 0.974 Satd. Flow (prot)1770 1673 0 1770 1814 0 0 1802 0 0 1663 0 Flt Permitted 0.950 0.950 0.974 Satd. Flow (perm)1770 1673 0 1770 1814 0 0 1802 0 0 1663 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.83 Adj. Flow (vph)173 17 36 1 19 4 53 42 5 0 56 217 Shared Lane Traffic (%) Lane Group Flow (vph)173 53 0 1 23 0 0 100 0 0 273 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 42.3%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2025 Existing AM Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 9.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 144 13 28 1 15 3 41 33 4 0 44 180 Future Vol, veh/h 144 13 28 1 15 3 41 33 4 0 44 180 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 83 78 78 78 78 78 78 78 78 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 173 17 36 1 19 4 53 42 5 0 56 217 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 23 0 0 53 0 0 432 407 35 409 423 21 Stage 1 ------382 382 -24 24 - Stage 2 ------50 26 -385 400 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1592 --1553 --534 533 1038 553 522 1056 Stage 1 ------641 613 -994 875 - Stage 2 ------963 874 -638 602 - Platoon blocked, %---- Mov Cap-1 Maneuver 1592 --1553 --337 475 1038 451 465 1056 Mov Cap-2 Maneuver ------337 475 -451 465 - Stage 1 ------571 546 -993 875 - Stage 2 ------715 873 -522 536 - Approach EB WB NB SB HCM Control Delay, s/v 5.78 0.39 16.99 11.38 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)400 1592 --1553 --837 HCM Lane V/C Ratio 0.25 0.109 --0.001 --0.327 HCM Control Delay (s/veh)17 7.5 --7.3 --11.4 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)1 0.4 --0 --1.4 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2025 Existing AM Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)47 50 104 10 93 14 41 23 1 5 20 48 Future Volume (vph)47 50 104 10 93 14 41 23 1 5 20 48 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.901 0.984 0.998 0.911 Flt Protected 0.950 0.996 0.969 0.997 Satd. Flow (prot)1770 1678 0 0 1826 0 0 1801 0 0 1692 0 Flt Permitted 0.950 0.996 0.969 0.997 Satd. Flow (perm)1770 1678 0 0 1826 0 0 1801 0 0 1692 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)60 64 125 13 119 18 53 29 1 6 26 62 Shared Lane Traffic (%) Lane Group Flow (vph)60 189 0 0 150 0 0 83 0 0 94 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 31.1%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2025 Existing AM Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: AM Peak Hour Page 6 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 47 50 104 10 93 14 41 23 1 5 20 48 Future Vol, veh/h 47 50 104 10 93 14 41 23 1 5 20 48 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 83 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 60 64 125 13 119 18 53 29 1 6 26 62 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 137 0 0 189 0 0 405 410 127 353 464 128 Stage 1 ------247 247 -154 154 - Stage 2 ------158 163 -199 310 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1447 --1385 --556 531 923 602 496 922 Stage 1 ------757 702 -849 770 - Stage 2 ------845 763 -802 659 - Platoon blocked, %---- Mov Cap-1 Maneuver 1447 --1385 --467 504 923 538 470 922 Mov Cap-2 Maneuver ------467 504 -538 470 - Stage 1 ------725 673 -840 762 - Stage 2 ------754 756 -734 632 - Approach EB WB NB SB HCM Control Delay, s/v 1.83 0.65 14 10.91 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)483 1447 --150 --703 HCM Lane V/C Ratio 0.172 0.042 --0.009 --0.133 HCM Control Delay (s/veh)14 7.6 --7.6 0 -10.9 HCM Lane LOS B A --A A -B HCM 95th %tile Q(veh)0.6 0.1 --0 --0.5 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2025 Existing PM Front Range RV 09/07/2025 4:45 pm 2025 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)5 5 96 6 4 86 Future Volume (vph)5 5 96 6 4 86 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 0.932 0.992 Flt Protected 0.976 0.998 Satd. Flow (prot)1694 0 1848 0 0 1859 Flt Permitted 0.976 0.998 Satd. Flow (perm)1694 0 1848 0 0 1859 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)6 6 123 8 5 110 Shared Lane Traffic (%) Lane Group Flow (vph)12 0 131 0 0 115 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 17.8%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2025 Existing PM Front Range RV 09/07/2025 4:45 pm 2025 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 2 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 96 6 4 86 Future Vol, veh/h 5 5 96 6 4 86 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 6 6 123 8 5 110 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 247 127 0 0 131 0 Stage 1 127 ----- Stage 2 121 ----- Critical Hdwy 6.42 6.22 --4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 --2.218 - Pot Cap-1 Maneuver 741 923 --1455 - Stage 1 899 ----- Stage 2 905 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 738 923 --1455 - Mov Cap-2 Maneuver 738 ----- Stage 1 899 ----- Stage 2 901 ----- Approach WB NB SB HCM Control Delay, s/v 9.46 0 0.33 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--820 80 - HCM Lane V/C Ratio --0.016 0.004 - HCM Control Delay (s/veh)--9.5 7.5 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)--0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2025 Existing PM Front Range RV 09/07/2025 4:45 pm 2025 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)229 15 37 3 9 6 39 56 1 3 46 135 Future Volume (vph)229 15 37 3 9 6 39 56 1 3 46 135 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.893 0.940 0.999 0.903 Flt Protected 0.950 0.950 0.980 0.999 Satd. Flow (prot)1770 1663 0 1770 1751 0 0 1824 0 0 1680 0 Flt Permitted 0.950 0.950 0.980 0.999 Satd. Flow (perm)1770 1663 0 1770 1751 0 0 1824 0 0 1680 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.87 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.83 Adj. Flow (vph)263 19 47 4 12 8 50 72 1 4 59 163 Shared Lane Traffic (%) Lane Group Flow (vph)263 66 0 4 20 0 0 123 0 0 226 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 45.4%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2025 Existing PM Front Range RV 09/07/2025 4:45 pm 2025 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 4 Intersection Int Delay, s/veh 11.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 229 15 37 3 9 6 39 56 1 3 46 135 Future Vol, veh/h 229 15 37 3 9 6 39 56 1 3 46 135 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 78 78 78 78 78 78 78 78 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 263 19 47 4 12 8 50 72 1 4 59 163 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 19 0 0 67 0 0 618 596 43 605 616 15 Stage 1 ------569 569 -23 23 - Stage 2 ------49 27 -582 593 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1597 --1535 --401 417 1027 410 406 1064 Stage 1 ------507 506 -995 876 - Stage 2 ------965 873 -499 493 - Platoon blocked, %---- Mov Cap-1 Maneuver 1597 --1535 --241 347 1027 280 338 1064 Mov Cap-2 Maneuver ------241 347 -280 338 - Stage 1 ------423 422 -993 874 - Stage 2 ------760 871 -346 412 - Approach EB WB NB SB HCM Control Delay, s/v 6.14 1.23 25.53 13.23 HCM LOS D B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)296 1597 --1535 --661 HCM Lane V/C Ratio 0.416 0.165 --0.003 --0.341 HCM Control Delay (s/veh)25.5 7.7 --7.4 --13.2 HCM Lane LOS D A --A --B HCM 95th %tile Q(veh)2 0.6 --0 --1.5 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2025 Existing PM Front Range RV 09/07/2025 4:45 pm 2025 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)63 93 71 5 69 16 61 26 8 24 32 32 Future Volume (vph)63 93 71 5 69 16 61 26 8 24 32 32 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.935 0.975 0.989 0.951 Flt Protected 0.950 0.997 0.969 0.986 Satd. Flow (prot)1770 1742 0 0 1811 0 0 1785 0 0 1747 0 Flt Permitted 0.950 0.997 0.969 0.986 Satd. Flow (perm)1770 1742 0 0 1811 0 0 1785 0 0 1747 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)81 119 91 6 88 21 78 33 10 31 41 41 Shared Lane Traffic (%) Lane Group Flow (vph)81 210 0 0 115 0 0 121 0 0 113 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 27.8%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2025 Existing PM Front Range RV 09/07/2025 4:45 pm 2025 Existing Synchro 11 Report Timing Plan: PM Peak Hour Page 6 Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 63 93 71 5 69 16 61 26 8 24 32 32 Future Vol, veh/h 63 93 71 5 69 16 61 26 8 24 32 32 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 81 119 91 6 88 21 78 33 10 31 41 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 109 0 0 210 0 0 448 448 165 409 483 99 Stage 1 ------326 326 -112 112 - Stage 2 ------122 122 -297 372 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1481 --1360 --521 506 880 553 483 957 Stage 1 ------686 648 -894 803 - Stage 2 ------882 795 -711 619 - Platoon blocked, %---- Mov Cap-1 Maneuver 1481 --1360 --429 476 880 480 454 957 Mov Cap-2 Maneuver ------429 476 -480 454 - Stage 1 ------649 613 -889 799 - Stage 2 ------797 791 -628 585 - Approach EB WB NB SB HCM Control Delay, s/v 2.1 0.43 15.58 12.83 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)461 1481 --96 --572 HCM Lane V/C Ratio 0.264 0.055 --0.005 --0.197 HCM Control Delay (s/veh)15.6 7.6 --7.7 0 -12.8 HCM Lane LOS C A --A A -B HCM 95th %tile Q(veh)1.1 0.2 --0 --0.7 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2026 Background AM Front Range RV 07/18/2026 7:00 am 2026Background Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)0 0 82 0 0 79 Future Volume (vph)0 0 82 0 0 79 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 Flt Protected Satd. Flow (prot)1863 0 1863 0 0 1863 Flt Permitted Satd. Flow (perm)1863 0 1863 0 0 1863 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)0 0 105 0 0 101 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 105 0 0 101 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 7.6%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2026 Background AM Front Range RV 07/18/2026 7:00 am 2026Background Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 82 0 0 79 Future Vol, veh/h 0 0 82 0 0 79 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 105 0 0 101 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 206 105 0 0 105 0 Stage 1 105 ----- Stage 2 101 ----- Critical Hdwy 6.42 6.22 --4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 --2.218 - Pot Cap-1 Maneuver 782 949 --1486 - Stage 1 919 ----- Stage 2 923 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 782 949 --1486 - Mov Cap-2 Maneuver 782 ----- Stage 1 919 ----- Stage 2 923 ----- Approach WB NB SB HCM Control Delay, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)---1486 - HCM Lane V/C Ratio ----- HCM Control Delay (s/veh)--0 0 - HCM Lane LOS --A A - HCM 95th %tile Q(veh)---0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2026 Background AM Front Range RV 07/18/2026 7:00 am 2026Background Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)149 32 80 2 19 3 59 35 5 1 50 186 Future Volume (vph)149 32 80 2 19 3 59 35 5 1 50 186 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.893 0.979 0.994 0.895 Flt Protected 0.950 0.950 0.971 Satd. Flow (prot)1770 1663 0 1770 1824 0 0 1798 0 0 1667 0 Flt Permitted 0.950 0.950 0.971 Satd. Flow (perm)1770 1663 0 1770 1824 0 0 1798 0 0 1667 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.83 Adj. Flow (vph)180 41 103 3 24 4 76 45 6 1 64 224 Shared Lane Traffic (%) Lane Group Flow (vph)180 144 0 3 28 0 0 127 0 0 289 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 44.5%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2026 Background AM Front Range RV 07/18/2026 7:00 am 2026Background Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 10.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 149 32 80 2 19 3 59 35 5 1 50 186 Future Vol, veh/h 149 32 80 2 19 3 59 35 5 1 50 186 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 83 78 78 78 78 78 78 78 78 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 180 41 103 3 24 4 76 45 6 1 64 224 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 28 0 0 144 0 0 513 485 92 454 534 26 Stage 1 ------451 451 -31 31 - Stage 2 ------62 33 -422 503 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1585 --1439 --472 482 965 516 452 1049 Stage 1 ------588 571 -985 869 - Stage 2 ------950 867 -609 542 - Platoon blocked, %---- Mov Cap-1 Maneuver 1585 --1439 --281 427 965 411 400 1049 Mov Cap-2 Maneuver ------281 427 -411 400 - Stage 1 ------521 506 -983 867 - Stage 2 ------690 866 -489 480 - Approach EB WB NB SB HCM Control Delay, s/v 4.2 0.63 22.3 12.49 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)333 1585 --1439 --768 HCM Lane V/C Ratio 0.381 0.113 --0.002 --0.377 HCM Control Delay (s/veh)22.3 7.6 --7.5 --12.5 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)1.7 0.4 --0 --1.8 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2026 Background AM Front Range RV 07/18/2026 7:00 am 2026Background Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)49 52 108 10 96 14 42 25 1 5 24 50 Future Volume (vph)49 52 108 10 96 14 42 25 1 5 24 50 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.901 0.984 0.998 0.914 Flt Protected 0.950 0.996 0.970 0.997 Satd. Flow (prot)1770 1678 0 0 1826 0 0 1803 0 0 1697 0 Flt Permitted 0.950 0.996 0.970 0.997 Satd. Flow (perm)1770 1678 0 0 1826 0 0 1803 0 0 1697 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)63 67 130 13 123 18 54 32 1 6 31 64 Shared Lane Traffic (%) Lane Group Flow (vph)63 197 0 0 154 0 0 87 0 0 101 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 31.4%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2026 Background AM Front Range RV 07/18/2026 7:00 am 2026Background Synchro 11 Report Timing Plan: AM Peak Hour Page 6 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 49 52 108 10 96 14 42 25 1 5 24 50 Future Vol, veh/h 49 52 108 10 96 14 42 25 1 5 24 50 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 83 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 63 67 130 13 123 18 54 32 1 6 31 64 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 141 0 0 197 0 0 421 424 132 366 480 132 Stage 1 ------257 257 -158 158 - Stage 2 ------164 167 -208 322 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1442 --1376 --542 522 918 590 485 917 Stage 1 ------747 695 -845 767 - Stage 2 ------838 760 -794 651 - Platoon blocked, %---- Mov Cap-1 Maneuver 1442 --1376 --447 494 918 524 459 917 Mov Cap-2 Maneuver ------447 494 -524 459 - Stage 1 ------715 664 -836 759 - Stage 2 ------740 753 -721 622 - Approach EB WB NB SB HCM Control Delay, s/v 1.84 0.64 14.47 11.23 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)467 1442 --146 --679 HCM Lane V/C Ratio 0.187 0.044 --0.009 --0.149 HCM Control Delay (s/veh)14.5 7.6 --7.6 0 -11.2 HCM Lane LOS B A --A A -B HCM 95th %tile Q(veh)0.7 0.1 --0 --0.5 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2026 Background PM Front Range RV 07/18/2026 4:00 pm 2026 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)0 0 100 0 0 94 Future Volume (vph)0 0 100 0 0 94 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 Flt Protected Satd. Flow (prot)1863 0 1863 0 0 1863 Flt Permitted Satd. Flow (perm)1863 0 1863 0 0 1863 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.78 Adj. Flow (vph)0 0 120 0 0 121 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 120 0 0 121 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 8.6%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2026 Background PM Front Range RV 07/18/2026 4:00 pm 2026 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 2 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 100 0 0 94 Future Vol, veh/h 0 0 100 0 0 94 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 83 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 120 0 0 121 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 241 120 0 0 120 0 Stage 1 120 ----- Stage 2 121 ----- Critical Hdwy 6.42 6.22 --4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 --2.218 - Pot Cap-1 Maneuver 747 931 --1467 - Stage 1 905 ----- Stage 2 905 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 747 931 --1467 - Mov Cap-2 Maneuver 747 ----- Stage 1 905 ----- Stage 2 905 ----- Approach WB NB SB HCM Control Delay, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)---1467 - HCM Lane V/C Ratio ----- HCM Control Delay (s/veh)--0 0 - HCM Lane LOS --A A - HCM 95th %tile Q(veh)---0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2026 Background PM Front Range RV 07/18/2026 4:00 pm 2026 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)237 19 48 4 14 6 77 60 1 3 48 140 Future Volume (vph)237 19 48 4 14 6 77 60 1 3 48 140 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.892 0.954 0.999 0.903 Flt Protected 0.950 0.950 0.973 0.999 Satd. Flow (prot)1770 1662 0 1770 1777 0 0 1811 0 0 1680 0 Flt Permitted 0.950 0.950 0.973 0.999 Satd. Flow (perm)1770 1662 0 1770 1777 0 0 1811 0 0 1680 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.87 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.83 Adj. Flow (vph)272 24 62 5 18 8 99 77 1 4 62 169 Shared Lane Traffic (%) Lane Group Flow (vph)272 86 0 5 26 0 0 177 0 0 235 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 48.6%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2026 Background PM Front Range RV 07/18/2026 4:00 pm 2026 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 4 Intersection Int Delay, s/veh 16.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 237 19 48 4 14 6 77 60 1 3 48 140 Future Vol, veh/h 237 19 48 4 14 6 77 60 1 3 48 140 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 78 78 78 78 78 78 78 78 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 272 24 62 5 18 8 99 77 1 4 62 169 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 26 0 0 86 0 0 659 636 55 640 663 22 Stage 1 ------600 600 -32 32 - Stage 2 ------59 36 -608 631 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1589 --1510 --377 396 1012 388 382 1055 Stage 1 ------488 490 -984 868 - Stage 2 ------953 865 -483 474 - Platoon blocked, %---- Mov Cap-1 Maneuver 1589 --1510 --218 327 1012 255 315 1055 Mov Cap-2 Maneuver ------218 327 -255 315 - Stage 1 ------404 406 -981 865 - Stage 2 ------741 862 -324 393 - Approach EB WB NB SB HCM Control Delay, s/v 5.88 1.23 45.31 14 HCM LOS E B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)256 1589 --1510 --632 HCM Lane V/C Ratio 0.69 0.171 --0.003 --0.37 HCM Control Delay (s/veh)45.3 7.7 --7.4 --14 HCM Lane LOS E A --A --B HCM 95th %tile Q(veh)4.6 0.6 --0 --1.7 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2026 Background PM Front Range RV 07/18/2026 4:00 pm 2026 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)65 96 74 5 71 17 63 28 8 25 38 33 Future Volume (vph)65 96 74 5 71 17 63 28 8 25 38 33 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.935 0.975 0.989 0.954 Flt Protected 0.950 0.997 0.969 0.987 Satd. Flow (prot)1770 1742 0 0 1811 0 0 1785 0 0 1754 0 Flt Permitted 0.950 0.997 0.969 0.987 Satd. Flow (perm)1770 1742 0 0 1811 0 0 1785 0 0 1754 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)83 123 95 6 91 22 81 36 10 32 49 42 Shared Lane Traffic (%) Lane Group Flow (vph)83 218 0 0 119 0 0 127 0 0 123 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 28.7%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2026 Background PM Front Range RV 07/18/2026 4:00 pm 2026 Background Synchro 11 Report Timing Plan: PM Peak Hour Page 6 Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 65 96 74 5 71 17 63 28 8 25 38 33 Future Vol, veh/h 65 96 74 5 71 17 63 28 8 25 38 33 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 83 123 95 6 91 22 81 36 10 32 49 42 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 113 0 0 218 0 0 465 463 171 422 499 102 Stage 1 ------337 337 -115 115 - Stage 2 ------128 126 -308 385 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1477 --1352 --507 496 873 542 473 953 Stage 1 ------677 641 -890 801 - Stage 2 ------876 792 -702 611 - Platoon blocked, %---- Mov Cap-1 Maneuver 1477 --1352 --408 466 873 466 444 953 Mov Cap-2 Maneuver ------408 466 -466 444 - Stage 1 ------639 605 -886 797 - Stage 2 ------782 788 -616 577 - Approach EB WB NB SB HCM Control Delay, s/v 2.1 0.41 16.37 13.38 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)443 1477 --93 --552 HCM Lane V/C Ratio 0.287 0.056 --0.005 --0.223 HCM Control Delay (s/veh)16.4 7.6 --7.7 0 -13.4 HCM Lane LOS C A --A A -B HCM 95th %tile Q(veh)1.2 0.2 --0 --0.8 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2026 Opening Day AM Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)3 3 82 4 3 79 Future Volume (vph)3 3 82 4 3 79 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 0.932 0.994 Flt Protected 0.976 0.998 Satd. Flow (prot)1152 0 1813 0 0 1826 Flt Permitted 0.976 0.998 Satd. Flow (perm)1152 0 1813 0 0 1826 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles (%)50%50%2%50%50%2% Adj. Flow (vph)4 4 105 5 4 101 Shared Lane Traffic (%) Lane Group Flow (vph)8 0 110 0 0 105 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 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 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2026 Opening Day AM Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 3 82 4 3 79 Future Vol, veh/h 3 3 82 4 3 79 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, %50 50 2 50 50 2 Mvmt Flow 4 4 105 5 4 101 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 217 108 0 0 110 0 Stage 1 108 ----- Stage 2 109 ----- Critical Hdwy 6.9 6.7 --4.6 - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.95 3.75 --2.65 - Pot Cap-1 Maneuver 676 831 --1229 - Stage 1 810 ----- Stage 2 809 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 674 831 --1229 - Mov Cap-2 Maneuver 674 ----- Stage 1 810 ----- Stage 2 806 ----- Approach WB NB SB HCM Control Delay, s/v 9.89 0 0.29 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--744 66 - HCM Lane V/C Ratio --0.01 0.003 - HCM Control Delay (s/veh)--9.9 7.9 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)--0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2026 Opening Day AM Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)149 32 83 2 19 3 62 35 5 1 50 186 Future Volume (vph)149 32 83 2 19 3 62 35 5 1 50 186 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.892 0.979 0.994 0.895 Flt Protected 0.950 0.950 0.971 Satd. Flow (prot)1770 1662 0 1770 1824 0 0 1798 0 0 1667 0 Flt Permitted 0.950 0.950 0.971 Satd. Flow (perm)1770 1662 0 1770 1824 0 0 1798 0 0 1667 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.83 Adj. Flow (vph)180 41 106 3 24 4 79 45 6 1 64 224 Shared Lane Traffic (%) Lane Group Flow (vph)180 147 0 3 28 0 0 130 0 0 289 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 44.6%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2026 Opening Day AM Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 10.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 149 32 83 2 19 3 62 35 5 1 50 186 Future Vol, veh/h 149 32 83 2 19 3 62 35 5 1 50 186 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 83 78 78 78 78 78 78 78 78 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 180 41 106 3 24 4 79 45 6 1 64 224 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 28 0 0 147 0 0 515 487 94 454 538 26 Stage 1 ------453 453 -31 31 - Stage 2 ------62 33 -422 506 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1585 --1434 --470 481 963 516 450 1049 Stage 1 ------586 570 -985 869 - Stage 2 ------950 867 -609 540 - Platoon blocked, %---- Mov Cap-1 Maneuver 1585 --1434 --280 426 963 411 398 1049 Mov Cap-2 Maneuver ------280 426 -411 398 - Stage 1 ------520 505 -983 867 - Stage 2 ------690 866 -489 478 - Approach EB WB NB SB HCM Control Delay, s/v 4.15 0.63 22.87 12.52 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)330 1585 --1434 --767 HCM Lane V/C Ratio 0.396 0.113 --0.002 --0.378 HCM Control Delay (s/veh)22.9 7.6 --7.5 --12.5 HCM Lane LOS C A --A --B HCM 95th %tile Q(veh)1.8 0.4 --0 --1.8 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2026 Opening Day AM Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)53 52 108 10 96 14 42 25 1 5 24 53 Future Volume (vph)53 52 108 10 96 14 42 25 1 5 24 53 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.901 0.984 0.998 0.913 Flt Protected 0.950 0.996 0.970 0.997 Satd. Flow (prot)1770 1678 0 0 1826 0 0 1803 0 0 1696 0 Flt Permitted 0.950 0.996 0.970 0.997 Satd. Flow (perm)1770 1678 0 0 1826 0 0 1803 0 0 1696 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)68 67 130 13 123 18 54 32 1 6 31 68 Shared Lane Traffic (%) Lane Group Flow (vph)68 197 0 0 154 0 0 87 0 0 105 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 31.4%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2026 Opening Day AM Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: AM Peak Hour Page 6 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 53 52 108 10 96 14 42 25 1 5 24 53 Future Vol, veh/h 53 52 108 10 96 14 42 25 1 5 24 53 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 83 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 68 67 130 13 123 18 54 32 1 6 31 68 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 141 0 0 197 0 0 432 434 132 376 490 132 Stage 1 ------268 268 -158 158 - Stage 2 ------164 167 -219 333 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1442 --1376 --534 515 918 581 479 917 Stage 1 ------738 688 -845 767 - Stage 2 ------838 760 -784 644 - Platoon blocked, %---- Mov Cap-1 Maneuver 1442 --1376 --436 486 918 513 451 917 Mov Cap-2 Maneuver ------436 486 -513 451 - Stage 1 ------703 655 -836 759 - Stage 2 ------737 753 -709 614 - Approach EB WB NB SB HCM Control Delay, s/v 1.96 0.64 14.73 11.27 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)457 1442 --146 --679 HCM Lane V/C Ratio 0.191 0.047 --0.009 --0.155 HCM Control Delay (s/veh)14.7 7.6 --7.6 0 -11.3 HCM Lane LOS B A --A A -B HCM 95th %tile Q(veh)0.7 0.1 --0 --0.5 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2026 Opening Day PM Front Range RV 07/18/2026 4:00 pm 2026 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)6 3 100 6 3 94 Future Volume (vph)6 3 100 6 3 94 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 0.955 0.992 Flt Protected 0.968 0.998 Satd. Flow (prot)1171 0 1795 0 0 1831 Flt Permitted 0.968 0.998 Satd. Flow (perm)1171 0 1795 0 0 1831 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.78 Heavy Vehicles (%)50%50%2%50%50%2% Adj. Flow (vph)8 4 120 8 4 121 Shared Lane Traffic (%) Lane Group Flow (vph)12 0 128 0 0 125 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 17.4%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2026 Opening Day PM Front Range RV 07/18/2026 4:00 pm 2026 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 2 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 3 100 6 3 94 Future Vol, veh/h 6 3 100 6 3 94 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 83 78 78 78 Heavy Vehicles, %50 50 2 50 50 2 Mvmt Flow 8 4 120 8 4 121 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 253 124 0 0 128 0 Stage 1 124 ----- Stage 2 128 ----- Critical Hdwy 6.9 6.7 --4.6 - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.95 3.75 --2.65 - Pot Cap-1 Maneuver 643 812 --1209 - Stage 1 795 ----- Stage 2 792 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 641 812 --1209 - Mov Cap-2 Maneuver 641 ----- Stage 1 795 ----- Stage 2 789 ----- Approach WB NB SB HCM Control Delay, s/v10.31 0 0.25 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--689 56 - HCM Lane V/C Ratio --0.017 0.003 - HCM Control Delay (s/veh)--10.3 8 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0.1 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2026 Opening Day PM Front Range RV 07/18/2026 4:00 pm 2026 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)237 19 51 4 14 6 80 60 1 3 48 140 Future Volume (vph)237 19 51 4 14 6 80 60 1 3 48 140 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.890 0.954 0.999 0.903 Flt Protected 0.950 0.950 0.972 0.999 Satd. Flow (prot)1770 1658 0 1770 1777 0 0 1809 0 0 1680 0 Flt Permitted 0.950 0.950 0.972 0.999 Satd. Flow (perm)1770 1658 0 1770 1777 0 0 1809 0 0 1680 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.87 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.83 Adj. Flow (vph)272 24 65 5 18 8 103 77 1 4 62 169 Shared Lane Traffic (%) Lane Group Flow (vph)272 89 0 5 26 0 0 181 0 0 235 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 48.7%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2026 Opening Day PM Front Range RV 07/18/2026 4:00 pm 2026 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 4 Intersection Int Delay, s/veh 17.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 237 19 51 4 14 6 80 60 1 3 48 140 Future Vol, veh/h 237 19 51 4 14 6 80 60 1 3 48 140 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 78 78 78 78 78 78 78 78 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 272 24 65 5 18 8 103 77 1 4 62 169 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 26 0 0 90 0 0 661 638 57 640 667 22 Stage 1 ------602 602 -32 32 - Stage 2 ------59 36 -608 635 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1589 --1506 --376 395 1009 388 380 1055 Stage 1 ------487 489 -984 868 - Stage 2 ------953 865 -483 473 - Platoon blocked, %---- Mov Cap-1 Maneuver 1589 --1506 --217 326 1009 255 314 1055 Mov Cap-2 Maneuver ------217 326 -255 314 - Stage 1 ------403 405 -981 865 - Stage 2 ------741 862 -324 392 - Approach EB WB NB SB HCM Control Delay, s/v 5.82 1.23 47.56 14.04 HCM LOS E B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)255 1589 --1506 --631 HCM Lane V/C Ratio 0.71 0.171 --0.003 --0.371 HCM Control Delay (s/veh)47.6 7.7 --7.4 --14 HCM Lane LOS E A --A --B HCM 95th %tile Q(veh)4.8 0.6 --0 --1.7 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2026 Opening Day PM Front Range RV 07/18/2026 4:00 pm 2026 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)70 96 74 5 71 17 63 28 8 25 38 37 Future Volume (vph)70 96 74 5 71 17 63 28 8 25 38 37 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.935 0.975 0.989 0.950 Flt Protected 0.950 0.997 0.969 0.988 Satd. Flow (prot)1770 1742 0 0 1811 0 0 1785 0 0 1748 0 Flt Permitted 0.950 0.997 0.969 0.988 Satd. Flow (perm)1770 1742 0 0 1811 0 0 1785 0 0 1748 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)90 123 95 6 91 22 81 36 10 32 49 47 Shared Lane Traffic (%) Lane Group Flow (vph)90 218 0 0 119 0 0 127 0 0 128 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 29.3%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2026 Opening Day PM Front Range RV 07/18/2026 4:00 pm 2026 Opening Day Synchro 11 Report Timing Plan: PM Peak Hour Page 6 Intersection Int Delay, s/veh 6.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 96 74 5 71 17 63 28 8 25 38 37 Future Vol, veh/h 70 96 74 5 71 17 63 28 8 25 38 37 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 90 123 95 6 91 22 81 36 10 32 49 47 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 113 0 0 218 0 0 478 476 171 435 512 102 Stage 1 ------350 350 -115 115 - Stage 2 ------128 126 -321 397 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1477 --1352 --497 488 873 531 465 953 Stage 1 ------666 633 -890 801 - Stage 2 ------876 792 -691 603 - Platoon blocked, %---- Mov Cap-1 Maneuver 1477 --1352 --395 456 873 454 435 953 Mov Cap-2 Maneuver ------395 456 -454 435 - Stage 1 ------626 594 -886 797 - Stage 2 ------777 788 -603 566 - Approach EB WB NB SB HCM Control Delay, s/v 2.22 0.41 16.82 13.49 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)430 1477 --93 --552 HCM Lane V/C Ratio 0.295 0.061 --0.005 --0.232 HCM Control Delay (s/veh)16.8 7.6 --7.7 0 -13.5 HCM Lane LOS C A --A A -B HCM 95th %tile Q(veh)1.2 0.2 --0 --0.9 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2045 Background AM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)0 0 158 0 0 150 Future Volume (vph)0 0 158 0 0 150 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 Flt Protected Satd. Flow (prot)1863 0 1863 0 0 1863 Flt Permitted Satd. Flow (perm)1863 0 1863 0 0 1863 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.83 Adj. Flow (vph)0 0 190 0 0 181 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 190 0 0 181 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 11.6%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2045 Background AM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 158 0 0 150 Future Vol, veh/h 0 0 158 0 0 150 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 83 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 190 0 0 181 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 371 190 0 0 190 0 Stage 1 190 ----- Stage 2 181 ----- Critical Hdwy 6.42 6.22 --4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 --2.218 - Pot Cap-1 Maneuver 629 851 --1383 - Stage 1 842 ----- Stage 2 850 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 629 851 --1383 - Mov Cap-2 Maneuver 629 ----- Stage 1 842 ----- Stage 2 850 ----- Approach WB NB SB HCM Control Delay, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)---1383 - HCM Lane V/C Ratio ----- HCM Control Delay (s/veh)--0 0 - HCM Lane LOS --A A - HCM 95th %tile Q(veh)---0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2045 Background AM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)290 45 107 3 33 6 100 67 9 1 93 362 Future Volume (vph)290 45 107 3 33 6 100 67 9 1 93 362 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.897 0.976 0.993 0.895 Flt Protected 0.950 0.950 0.973 Satd. Flow (prot)1770 1671 0 1770 1818 0 0 1800 0 0 1667 0 Flt Permitted 0.950 0.950 0.973 Satd. Flow (perm)1770 1671 0 1770 1818 0 0 1800 0 0 1667 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.87 0.78 0.83 0.78 0.78 0.78 0.83 0.78 0.78 0.78 0.78 0.87 Adj. Flow (vph)333 58 129 4 42 8 120 86 12 1 119 416 Shared Lane Traffic (%) Lane Group Flow (vph)333 187 0 4 50 0 0 218 0 0 536 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 69.6%ICU Level of Service C Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2045 Background AM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 141.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 290 45 107 3 33 6 100 67 9 1 93 362 Future Vol, veh/h 290 45 107 3 33 6 100 67 9 1 93 362 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 78 83 78 78 78 83 78 78 78 78 87 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 333 58 129 4 42 8 120 86 12 1 119 416 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 50 0 0 187 0 0 898 847 122 821 907 46 Stage 1 ------789 789 -54 54 - Stage 2 ------110 58 -767 853 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1557 --1388 --260 299 929 293 276 1023 Stage 1 ------384 402 -959 850 - Stage 2 ------896 847 -395 375 - Platoon blocked, %---- Mov Cap-1 Maneuver 1557 --1388 --~ 62 234 929 156 216 1023 Mov Cap-2 Maneuver ------~ 62 234 -156 216 - Stage 1 ------302 316 -956 848 - Stage 2 ------455 844 -223 295 - Approach EB WB NB SB HCM Control Delay, s/v 5.09 0.54 $ 706.78 57.69 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)93 1557 --1388 --555 HCM Lane V/C Ratio 2.338 0.214 --0.003 --0.967 HCM Control Delay (s/veh)$ 706.8 7.9 --7.6 --57.7 HCM Lane LOS F A --A --F HCM 95th %tile Q(veh)19.7 0.8 --0 --13.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2045 Background AM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)95 101 209 20 187 28 83 47 2 10 43 97 Future Volume (vph)95 101 209 20 187 28 83 47 2 10 43 97 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.901 0.983 0.998 0.913 Flt Protected 0.950 0.995 0.970 0.997 Satd. Flow (prot)1770 1678 0 0 1822 0 0 1803 0 0 1696 0 Flt Permitted 0.950 0.995 0.970 0.997 Satd. Flow (perm)1770 1678 0 0 1822 0 0 1803 0 0 1696 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.83 0.87 0.78 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)122 122 240 26 225 36 106 60 3 13 55 124 Shared Lane Traffic (%) Lane Group Flow (vph)122 362 0 0 287 0 0 169 0 0 192 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 60.1%ICU Level of Service B Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2045 Background AM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 6 Intersection Int Delay, s/veh 14.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 95 101 209 20 187 28 83 47 2 10 43 97 Future Vol, veh/h 95 101 209 20 187 28 83 47 2 10 43 97 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 83 87 78 83 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 122 122 240 26 225 36 106 60 3 13 55 124 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 261 0 0 362 0 0 790 798 242 690 900 243 Stage 1 ------485 485 -295 295 - Stage 2 ------304 312 -395 606 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1303 --1197 --308 319 797 359 278 796 Stage 1 ------563 551 -714 669 - Stage 2 ------705 657 -630 487 - Platoon blocked, %---- Mov Cap-1 Maneuver 1303 --1197 --183 282 797 255 246 796 Mov Cap-2 Maneuver ------183 282 -255 246 - Stage 1 ------510 500 -696 652 - Stage 2 ------531 641 -501 442 - Approach EB WB NB SB HCM Control Delay, s/v 2.03 0.72 66.98 19.03 HCM LOS F C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)212 1303 --157 --446 HCM Lane V/C Ratio 0.799 0.093 --0.021 --0.431 HCM Control Delay (s/veh)67 8 --8.1 0 -19 HCM Lane LOS F A --A A -C HCM 95th %tile Q(veh)5.7 0.3 --0.1 --2.1 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2045 Background PM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)0 0 194 0 0 178 Future Volume (vph)0 0 194 0 0 178 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 Flt Protected Satd. Flow (prot)1863 0 1863 0 0 1863 Flt Permitted Satd. Flow (perm)1863 0 1863 0 0 1863 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.83 Adj. Flow (vph)0 0 234 0 0 214 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 234 0 0 214 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 13.5%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2045 Background PM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 194 0 0 178 Future Vol, veh/h 0 0 194 0 0 178 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 83 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 234 0 0 214 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 448 234 0 0 234 0 Stage 1 234 ----- Stage 2 214 ----- Critical Hdwy 6.42 6.22 --4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 --2.218 - Pot Cap-1 Maneuver 568 805 --1334 - Stage 1 805 ----- Stage 2 821 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 568 805 --1334 - Mov Cap-2 Maneuver 568 ----- Stage 1 805 ----- Stage 2 821 ----- Approach WB NB SB HCM Control Delay, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)---1334 - HCM Lane V/C Ratio ----- HCM Control Delay (s/veh)--0 0 - HCM Lane LOS --A A - HCM 95th %tile Q(veh)---0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2045 Background PM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)461 33 85 7 23 12 116 115 2 6 93 272 Future Volume (vph)461 33 85 7 23 12 116 115 2 6 93 272 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.892 0.949 0.999 0.904 Flt Protected 0.950 0.950 0.976 0.999 Satd. Flow (prot)1770 1662 0 1770 1768 0 0 1816 0 0 1682 0 Flt Permitted 0.950 0.950 0.976 0.999 Satd. Flow (perm)1770 1662 0 1770 1768 0 0 1816 0 0 1682 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.87 0.78 0.78 0.78 0.78 0.78 0.83 0.83 0.78 0.78 0.78 0.87 Adj. Flow (vph)530 42 109 9 29 15 140 139 3 8 119 313 Shared Lane Traffic (%) Lane Group Flow (vph)530 151 0 9 44 0 0 282 0 0 440 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 76.8%ICU Level of Service D Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2045 Background PM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 295.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 461 33 85 7 23 12 116 115 2 6 93 272 Future Vol, veh/h 461 33 85 7 23 12 116 115 2 6 93 272 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 78 78 78 78 78 83 83 78 78 78 87 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 530 42 109 9 29 15 140 139 3 8 119 313 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 45 0 0 151 0 0 1264 1219 97 1226 1266 37 Stage 1 ------1157 1157 -55 55 - Stage 2 ------107 63 -1171 1211 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1563 --1430 --146 180 959 155 169 1035 Stage 1 ------239 271 -957 849 - Stage 2 ------898 843 -235 255 - Platoon blocked, %---- Mov Cap-1 Maneuver 1563 --1430 --~ 67 ~ 118 959 102 ~ 111 1035 Mov Cap-2 Maneuver ------~ 67 ~ 118 -102 ~ 111 - Stage 1 ------158 179 -951 844 - Stage 2 ------535 837 -35 169 - Approach EB WB NB SB HCM Control Delay, s/v 6.6 1.26 $ 1118.8 253.26 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)86 1563 --1430 --303 HCM Lane V/C Ratio 3.256 0.339 --0.006 --1.452 HCM Control Delay (s/veh)$ 1118.8 8.5 --7.5 --253.3 HCM Lane LOS F A --A --F HCM 95th %tile Q(veh)28.1 1.5 --0 --24 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2045 Background PM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)127 187 143 10 139 32 123 53 16 48 69 64 Future Volume (vph)127 187 143 10 139 32 123 53 16 48 69 64 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.935 0.974 0.988 0.952 Flt Protected 0.950 0.997 0.970 0.987 Satd. Flow (prot)1770 1742 0 0 1809 0 0 1785 0 0 1750 0 Flt Permitted 0.950 0.997 0.970 0.987 Satd. Flow (perm)1770 1742 0 0 1809 0 0 1785 0 0 1750 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.87 0.87 0.87 0.78 0.87 0.78 0.87 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)146 215 164 13 160 41 141 68 21 62 88 82 Shared Lane Traffic (%) Lane Group Flow (vph)146 379 0 0 214 0 0 230 0 0 232 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 61.0%ICU Level of Service B Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2045 Background PM Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: AM Peak Hour Page 6 Intersection Int Delay, s/veh 40.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 127 187 143 10 139 32 123 53 16 48 69 64 Future Vol, veh/h 127 187 143 10 139 32 123 53 16 48 69 64 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 87 87 78 87 78 87 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 146 215 164 13 160 41 141 68 21 62 88 82 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 201 0 0 379 0 0 819 816 297 747 877 180 Stage 1 ------589 589 -206 206 - Stage 2 ------230 226 -541 671 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1371 --1179 --294 312 742 329 287 862 Stage 1 ------494 495 -796 731 - Stage 2 ------773 717 -525 455 - Platoon blocked, %---- Mov Cap-1 Maneuver 1371 --1179 --160 275 742 219 253 862 Mov Cap-2 Maneuver ------160 275 -219 253 - Stage 1 ------442 443 -786 722 - Stage 2 ------606 708 -386 406 - Approach EB WB NB SB HCM Control Delay, s/v 2.21 0.49 163.37 41.03 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)198 1371 --104 --320 HCM Lane V/C Ratio 1.161 0.106 --0.011 --0.725 HCM Control Delay (s/veh)163.4 7.9 --8.1 0 -41 HCM Lane LOS F A --A A -E HCM 95th %tile Q(veh)11.5 0.4 --0 --5.3 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2045 Total AM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)3 3 158 4 3 150 Future Volume (vph)3 3 158 4 3 150 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 0.932 0.997 Flt Protected 0.976 0.999 Satd. Flow (prot)1152 0 1835 0 0 1842 Flt Permitted 0.976 0.999 Satd. Flow (perm)1152 0 1835 0 0 1842 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.83 Heavy Vehicles (%)50%50%2%50%50%2% Adj. Flow (vph)4 4 190 5 4 181 Shared Lane Traffic (%) Lane Group Flow (vph)8 0 195 0 0 185 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 20.3%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2045 Total AM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 3 158 4 3 150 Future Vol, veh/h 3 3 158 4 3 150 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 83 78 78 83 Heavy Vehicles, %50 50 2 50 50 2 Mvmt Flow 4 4 190 5 4 181 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 381 193 0 0 195 0 Stage 1 193 ----- Stage 2 188 ----- Critical Hdwy 6.9 6.7 --4.6 - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.95 3.75 --2.65 - Pot Cap-1 Maneuver 537 740 --1136 - Stage 1 737 ----- Stage 2 741 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 535 740 --1136 - Mov Cap-2 Maneuver 535 ----- Stage 1 737 ----- Stage 2 738 ----- Approach WB NB SB HCM Control Delay, s/v10.87 0 0.17 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--621 38 - HCM Lane V/C Ratio --0.012 0.003 - HCM Control Delay (s/veh)--10.9 8.2 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2045 Total AM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)290 45 110 3 33 6 103 67 9 1 93 362 Future Volume (vph)290 45 110 3 33 6 103 67 9 1 93 362 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.896 0.976 0.993 0.895 Flt Protected 0.950 0.950 0.973 Satd. Flow (prot)1770 1669 0 1770 1818 0 0 1800 0 0 1667 0 Flt Permitted 0.950 0.950 0.973 Satd. Flow (perm)1770 1669 0 1770 1818 0 0 1800 0 0 1667 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.87 0.78 0.83 0.78 0.78 0.78 0.83 0.78 0.78 0.78 0.78 0.87 Adj. Flow (vph)333 58 133 4 42 8 124 86 12 1 119 416 Shared Lane Traffic (%) Lane Group Flow (vph)333 191 0 4 50 0 0 222 0 0 536 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 69.8%ICU Level of Service C Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2045 Total AM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 148.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 290 45 110 3 33 6 103 67 9 1 93 362 Future Vol, veh/h 290 45 110 3 33 6 103 67 9 1 93 362 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 78 83 78 78 78 83 78 78 78 78 87 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 333 58 133 4 42 8 124 86 12 1 119 416 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 50 0 0 190 0 0 900 848 124 821 911 46 Stage 1 ------791 791 -54 54 - Stage 2 ------110 58 -767 857 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1557 --1384 --259 298 927 293 274 1023 Stage 1 ------383 401 -959 850 - Stage 2 ------896 847 -395 374 - Platoon blocked, %---- Mov Cap-1 Maneuver 1557 --1384 --~ 61 234 927 156 215 1023 Mov Cap-2 Maneuver ------~ 61 234 -156 215 - Stage 1 ------301 315 -956 848 - Stage 2 ------455 844 -223 294 - Approach EB WB NB SB HCM Control Delay, s/v 5.06 0.54 $ 741.57 58.38 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)92 1557 --1384 --553 HCM Lane V/C Ratio 2.414 0.214 --0.003 --0.97 HCM Control Delay (s/veh)$ 741.6 7.9 --7.6 --58.4 HCM Lane LOS F A --A --F HCM 95th %tile Q(veh)20.3 0.8 --0 --13.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2045 Total AM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)99 101 209 20 187 28 83 47 2 10 43 100 Future Volume (vph)99 101 209 20 187 28 83 47 2 10 43 100 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.901 0.983 0.998 0.914 Flt Protected 0.950 0.995 0.970 0.997 Satd. Flow (prot)1770 1678 0 0 1822 0 0 1803 0 0 1697 0 Flt Permitted 0.950 0.995 0.970 0.997 Satd. Flow (perm)1770 1678 0 0 1822 0 0 1803 0 0 1697 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.83 0.87 0.78 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.83 Adj. Flow (vph)127 122 240 26 225 36 106 60 3 13 55 120 Shared Lane Traffic (%) Lane Group Flow (vph)127 362 0 0 287 0 0 169 0 0 188 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 60.3%ICU Level of Service B Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2045 Total AM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 6 Intersection Int Delay, s/veh 14.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 99 101 209 20 187 28 83 47 2 10 43 100 Future Vol, veh/h 99 101 209 20 187 28 83 47 2 10 43 100 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 83 87 78 83 78 78 78 78 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 127 122 240 26 225 36 106 60 3 13 55 120 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 261 0 0 362 0 0 800 808 242 700 910 243 Stage 1 ------496 496 -295 295 - Stage 2 ------304 312 -406 616 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1303 --1197 --303 315 797 354 274 796 Stage 1 ------556 546 -714 669 - Stage 2 ------705 657 -622 482 - Platoon blocked, %---- Mov Cap-1 Maneuver 1303 --1197 --180 277 797 249 241 796 Mov Cap-2 Maneuver ------180 277 -249 241 - Stage 1 ------502 492 -696 652 - Stage 2 ------534 641 -491 435 - Approach EB WB NB SB HCM Control Delay, s/v 2.09 0.72 70.26 19.34 HCM LOS F C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)208 1303 --157 --437 HCM Lane V/C Ratio 0.813 0.097 --0.021 --0.431 HCM Control Delay (s/veh)70.3 8.1 --8.1 0 -19.3 HCM Lane LOS F A --A A -C HCM 95th %tile Q(veh)5.9 0.3 --0.1 --2.1 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 10/02/2025 2045 Total PM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)6 3 194 6 3 178 Future Volume (vph)6 3 194 6 3 178 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 0.955 0.996 Flt Protected 0.968 0.999 Satd. Flow (prot)1171 0 1827 0 0 1845 Flt Permitted 0.968 0.999 Satd. Flow (perm)1171 0 1827 0 0 1845 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.83 Heavy Vehicles (%)50%50%2%50%50%2% Adj. Flow (vph)8 4 234 8 4 214 Shared Lane Traffic (%) Lane Group Flow (vph)12 0 242 0 0 218 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 21.8%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 10/02/2025 2045 Total PM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 2 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 3 194 6 3 178 Future Vol, veh/h 6 3 194 6 3 178 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 83 78 78 83 Heavy Vehicles, %50 50 2 50 50 2 Mvmt Flow 8 4 234 8 4 214 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 460 238 0 0 241 0 Stage 1 238 ----- Stage 2 222 ----- Critical Hdwy 6.9 6.7 --4.6 - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.95 3.75 --2.65 - Pot Cap-1 Maneuver 481 696 --1089 - Stage 1 701 ----- Stage 2 714 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 479 696 --1089 - Mov Cap-2 Maneuver 479 ----- Stage 1 701 ----- Stage 2 711 ----- Approach WB NB SB HCM Control Delay, s/v11.88 0 0.15 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--535 32 - HCM Lane V/C Ratio --0.022 0.004 - HCM Control Delay (s/veh)--11.9 8.3 0 HCM Lane LOS --B A A HCM 95th %tile Q(veh)--0.1 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2045 Total PM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)461 33 88 7 23 12 119 115 2 6 93 272 Future Volume (vph)461 33 88 7 23 12 119 115 2 6 93 272 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.891 0.949 0.999 0.904 Flt Protected 0.950 0.950 0.976 0.999 Satd. Flow (prot)1770 1660 0 1770 1768 0 0 1816 0 0 1682 0 Flt Permitted 0.950 0.950 0.976 0.999 Satd. Flow (perm)1770 1660 0 1770 1768 0 0 1816 0 0 1682 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.87 0.78 0.78 0.78 0.78 0.78 0.83 0.83 0.78 0.78 0.78 0.87 Adj. Flow (vph)530 42 113 9 29 15 143 139 3 8 119 313 Shared Lane Traffic (%) Lane Group Flow (vph)530 155 0 9 44 0 0 285 0 0 440 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 76.9%ICU Level of Service D Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 10/02/2025 2045 Total PM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 4 Intersection Int Delay, s/veh 303.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 461 33 88 7 23 12 119 115 2 6 93 272 Future Vol, veh/h 461 33 88 7 23 12 119 115 2 6 93 272 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 78 78 78 78 78 83 83 78 78 78 87 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 530 42 113 9 29 15 143 139 3 8 119 313 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 45 0 0 155 0 0 1266 1221 99 1226 1270 37 Stage 1 ------1158 1158 -55 55 - Stage 2 ------107 63 -1171 1215 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1563 --1425 --146 180 957 155 168 1035 Stage 1 ------239 270 -957 849 - Stage 2 ------898 843 -235 254 - Platoon blocked, %---- Mov Cap-1 Maneuver 1563 --1425 --~ 67 ~ 118 957 102 ~ 110 1035 Mov Cap-2 Maneuver ------~ 67 ~ 118 -102 ~ 110 - Stage 1 ------158 179 -951 844 - Stage 2 ------535 837 -35 168 - Approach EB WB NB SB HCM Control Delay, s/v 6.56 1.26 $ 1147.65 255.81 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)86 1563 --1425 --301 HCM Lane V/C Ratio 3.319 0.339 --0.006 --1.458 HCM Control Delay (s/veh)$ 1147.6 8.5 --7.5 --255.8 HCM Lane LOS F A --A --F HCM 95th %tile Q(veh)28.6 1.5 --0 --24.1 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2045 Total PM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)132 187 143 10 139 32 123 53 16 48 69 68 Future Volume (vph)132 187 143 10 139 32 123 53 16 48 69 68 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.935 0.975 0.988 0.950 Flt Protected 0.950 0.997 0.970 0.987 Satd. Flow (prot)1770 1742 0 0 1811 0 0 1785 0 0 1747 0 Flt Permitted 0.950 0.997 0.970 0.987 Satd. Flow (perm)1770 1742 0 0 1811 0 0 1785 0 0 1747 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.83 0.83 0.83 0.78 0.83 0.78 0.83 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)159 225 172 13 167 41 148 68 21 62 88 87 Shared Lane Traffic (%) Lane Group Flow (vph)159 397 0 0 221 0 0 237 0 0 237 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 61.4%ICU Level of Service B Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 10/02/2025 2045 Total PM Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: AM Peak Hour Page 6 Intersection Int Delay, s/veh 56.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 132 187 143 10 139 32 123 53 16 48 69 68 Future Vol, veh/h 132 187 143 10 139 32 123 53 16 48 69 68 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 83 83 83 78 83 78 83 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 159 225 172 13 167 41 148 68 21 62 88 87 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 208 0 0 398 0 0 867 864 311 791 929 188 Stage 1 ------630 630 -214 214 - Stage 2 ------237 234 -577 716 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1362 --1161 --273 292 729 307 267 854 Stage 1 ------470 475 -789 726 - Stage 2 ------766 711 -502 434 - Platoon blocked, %---- Mov Cap-1 Maneuver 1362 --1161 --~ 140 255 729 198 233 854 Mov Cap-2 Maneuver ------~ 140 255 -198 233 - Stage 1 ------415 420 -779 717 - Stage 2 ------595 702 -361 384 - Approach EB WB NB SB HCM Control Delay, s/v 2.28 0.47 243.79 50.75 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)174 1362 --100 --299 HCM Lane V/C Ratio 1.356 0.117 --0.011 --0.792 HCM Control Delay (s/veh)243.8 8 --8.1 0 -50.8 HCM Lane LOS F A --A A -F HCM 95th %tile Q(veh)14.1 0.4 --0 --6.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Front Range RV & Boat Storage – Traffic Study Sunday Peak Hour Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 11/14/2025 2025 Existing Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: Sunday Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)5 5 24 15 4 21 Future Volume (vph)5 5 24 15 4 21 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 0.932 0.949 Flt Protected 0.976 0.992 Satd. Flow (prot)1694 0 1768 0 0 1848 Flt Permitted 0.976 0.992 Satd. Flow (perm)1694 0 1768 0 0 1848 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)6 6 31 19 5 27 Shared Lane Traffic (%) Lane Group Flow (vph)12 0 50 0 0 32 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 14.5%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 11/14/2025 2025 Existing Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: Sunday Peak Hour Page 2 Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 24 15 4 21 Future Vol, veh/h 5 5 24 15 4 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 6 6 31 19 5 27 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 78 40 0 0 50 0 Stage 1 40 ----- Stage 2 37 ----- Critical Hdwy 6.42 6.22 --4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 --2.218 - Pot Cap-1 Maneuver 925 1031 --1557 - Stage 1 982 ----- Stage 2 985 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 922 1031 --1557 - Mov Cap-2 Maneuver 922 ----- Stage 1 982 ----- Stage 2 982 ----- Approach WB NB SB HCM Ctrl Dly, s/v 8.75 0 1.17 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--973 288 - HCM Lane V/C Ratio --0.013 0.003 - HCM Ctrl Dly (s/v)--8.7 7.3 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)--0 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2025 Existing Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: Sunday Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)109 28 8 0 9 2 11 15 3 2 17 95 Future Volume (vph)109 28 8 0 9 2 11 15 3 2 17 95 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.967 0.970 0.985 0.888 Flt Protected 0.950 0.981 0.999 Satd. Flow (prot)1770 1801 0 1863 1807 0 0 1800 0 0 1652 0 Flt Permitted 0.950 0.981 0.999 Satd. Flow (perm)1770 1801 0 1863 1807 0 0 1800 0 0 1652 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)131 36 10 0 12 3 14 19 4 3 22 122 Shared Lane Traffic (%) Lane Group Flow (vph)131 46 0 0 15 0 0 37 0 0 147 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 27.5%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2025 Existing Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: Sunday Peak Hour Page 4 Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 109 28 8 0 9 2 11 15 3 2 17 95 Future Vol, veh/h 109 28 8 0 9 2 11 15 3 2 17 95 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 83 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 131 36 10 0 12 3 14 19 4 3 22 122 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 14 0 0 46 0 0 326 318 41 321 322 13 Stage 1 ------304 304 -13 13 - Stage 2 ------22 14 -308 309 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1604 --1562 --627 599 1030 632 596 1068 Stage 1 ------706 663 -1008 885 - Stage 2 ------996 884 -702 660 - Platoon blocked, %---- Mov Cap-1 Maneuver 1604 --1562 --491 550 1030 559 547 1068 Mov Cap-2 Maneuver ------491 550 -559 547 - Stage 1 ------648 609 -1008 885 - Stage 2 ------861 884 -622 606 - Approach EB WB NB SB HCM Ctrl Dly, s/v 5.51 0 12 9.64 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)551 1604 --1562 --922 HCM Lane V/C Ratio 0.067 0.082 -----0.159 HCM Ctrl Dly (s/v)12 7.4 --0 --9.6 HCM Lane LOS B A --A --A HCM 95th %tile Q(veh)0.2 0.3 --0 --0.6 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2025 Existing Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: Sunday Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)18 41 53 4 39 6 52 15 7 6 16 6 Future Volume (vph)18 41 53 4 39 6 52 15 7 6 16 6 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.916 0.983 0.987 0.971 Flt Protected 0.950 0.996 0.966 0.989 Satd. Flow (prot)1770 1706 0 0 1824 0 0 1776 0 0 1789 0 Flt Permitted 0.950 0.996 0.966 0.989 Satd. Flow (perm)1770 1706 0 0 1824 0 0 1776 0 0 1789 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)23 53 68 5 50 8 67 19 9 8 21 8 Shared Lane Traffic (%) Lane Group Flow (vph)23 121 0 0 63 0 0 95 0 0 37 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 24.2%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2025 Existing Front Range RV 07/18/2025 7:00 am 2025 Existing Synchro 11 Report Timing Plan: Sunday Peak Hour Page 6 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 41 53 4 39 6 52 15 7 6 16 6 Future Vol, veh/h 18 41 53 4 39 6 52 15 7 6 16 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 23 53 68 5 50 8 67 19 9 8 21 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 58 0 0 121 0 0 203 201 87 172 231 54 Stage 1 ------133 133 -64 64 - Stage 2 ------71 68 -108 167 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1547 --1467 --755 695 972 791 669 1013 Stage 1 ------871 786 -947 841 - Stage 2 ------939 838 -897 760 - Platoon blocked, %---- Mov Cap-1 Maneuver 1547 --1467 --713 682 972 748 657 1013 Mov Cap-2 Maneuver ------713 682 -748 657 - Stage 1 ------858 775 -943 838 - Stage 2 ------906 835 -854 749 - Approach EB WB NB SB HCM Ctrl Dly, s/v 1.18 0.61 10.72 10.18 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)725 1547 --143 --731 HCM Lane V/C Ratio 0.131 0.015 --0.003 --0.049 HCM Ctrl Dly (s/v)10.7 7.4 --7.5 0 -10.2 HCM Lane LOS B A --A A -B HCM 95th %tile Q(veh)0.4 0 --0 --0.2 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 11/14/2025 2026 Background Front Range RV 07/18/2026 7:00 am 2026 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)0 0 26 0 0 27 Future Volume (vph)0 0 26 0 0 27 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 Flt Protected Satd. Flow (prot)1863 0 1863 0 0 1863 Flt Permitted Satd. Flow (perm)1863 0 1863 0 0 1863 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)0 0 33 0 0 35 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 33 0 0 35 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 11/14/2025 2026 Background Front Range RV 07/18/2026 7:00 am 2026 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 2 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 26 0 0 27 Future Vol, veh/h 0 0 26 0 0 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 33 0 0 35 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 68 33 0 0 33 0 Stage 1 33 ----- Stage 2 35 ----- Critical Hdwy 6.42 6.22 --4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 --2.218 - Pot Cap-1 Maneuver 937 1040 --1578 - Stage 1 989 ----- Stage 2 988 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 937 1040 --1578 - Mov Cap-2 Maneuver 937 ----- Stage 1 989 ----- Stage 2 988 ----- Approach WB NB SB HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)---1578 - HCM Lane V/C Ratio ----- HCM Ctrl Dly (s/v)--0 0 - HCM Lane LOS --A A - HCM 95th %tile Q(veh)---0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2026 Background Front Range RV 07/18/2026 7:00 am 2026 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)113 32 18 1 14 2 48 18 3 2 18 98 Future Volume (vph)113 32 18 1 14 2 48 18 3 2 18 98 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.946 0.979 0.994 0.888 Flt Protected 0.950 0.950 0.966 0.999 Satd. Flow (prot)1770 1762 0 1770 1824 0 0 1789 0 0 1652 0 Flt Permitted 0.950 0.950 0.966 0.999 Satd. Flow (perm)1770 1762 0 1770 1824 0 0 1789 0 0 1652 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)136 41 23 1 18 3 62 23 4 3 23 126 Shared Lane Traffic (%) Lane Group Flow (vph)136 64 0 1 21 0 0 89 0 0 152 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 30.0%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2026 Background Front Range RV 07/18/2026 7:00 am 2026 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 4 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 113 32 18 1 14 2 48 18 3 2 18 98 Future Vol, veh/h 113 32 18 1 14 2 48 18 3 2 18 98 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 83 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 136 41 23 1 18 3 62 23 4 3 23 126 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 21 0 0 64 0 0 357 348 53 347 358 19 Stage 1 ------325 325 -22 22 - Stage 2 ------32 23 -325 336 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1595 --1538 --598 576 1015 608 568 1059 Stage 1 ------688 649 -997 877 - Stage 2 ------984 876 -688 642 - Platoon blocked, %---- Mov Cap-1 Maneuver 1595 --1538 --462 526 1015 531 519 1059 Mov Cap-2 Maneuver ------462 526 -531 519 - Stage 1 ------629 594 -996 876 - Stage 2 ------844 875 -602 587 - Approach EB WB NB SB HCM Ctrl Dly, s/v 5.08 0.43 13.97 9.8 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)489 1595 --1538 --901 HCM Lane V/C Ratio 0.181 0.085 --0.001 --0.168 HCM Ctrl Dly (s/v)14 7.5 --7.3 --9.8 HCM Lane LOS B A --A --A HCM 95th %tile Q(veh)0.7 0.3 --0 --0.6 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2026 Background Front Range RV 07/18/2026 7:00 am 2026 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)19 42 55 4 40 6 54 17 7 6 22 6 Future Volume (vph)19 42 55 4 40 6 54 17 7 6 22 6 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.915 0.983 0.988 0.975 Flt Protected 0.950 0.996 0.967 0.991 Satd. Flow (prot)1770 1704 0 0 1824 0 0 1780 0 0 1800 0 Flt Permitted 0.950 0.996 0.967 0.991 Satd. Flow (perm)1770 1704 0 0 1824 0 0 1780 0 0 1800 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)24 54 71 5 51 8 69 22 9 8 28 8 Shared Lane Traffic (%) Lane Group Flow (vph)24 125 0 0 64 0 0 100 0 0 44 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 24.8%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2026 Background Front Range RV 07/18/2026 7:00 am 2026 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 6 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 42 55 4 40 6 54 17 7 6 22 6 Future Vol, veh/h 19 42 55 4 40 6 54 17 7 6 22 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 54 71 5 51 8 69 22 9 8 28 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 59 0 0 124 0 0 213 207 89 179 238 55 Stage 1 ------138 138 -65 65 - Stage 2 ------76 69 -113 173 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1545 --1462 --743 690 969 783 663 1012 Stage 1 ------865 783 -945 840 - Stage 2 ------933 837 -891 756 - Platoon blocked, %---- Mov Cap-1 Maneuver 1545 --1462 --693 676 969 737 650 1012 Mov Cap-2 Maneuver ------693 676 -737 650 - Stage 1 ------852 770 -942 837 - Stage 2 ------892 834 -845 744 - Approach EB WB NB SB HCM Ctrl Dly, s/v 1.21 0.6 10.93 10.41 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)707 1545 --140 --709 HCM Lane V/C Ratio 0.141 0.016 --0.004 --0.061 HCM Ctrl Dly (s/v)10.9 7.4 --7.5 0 -10.4 HCM Lane LOS B A --A A -B HCM 95th %tile Q(veh)0.5 0 --0 --0.2 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 11/14/2025 2026 Opening Day Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: Sunday Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)7 4 26 8 4 27 Future Volume (vph)7 4 26 8 4 27 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 0.969 Flt Protected 0.969 0.994 Satd. Flow (prot)1168 0 1627 0 0 1749 Flt Permitted 0.969 0.994 Satd. Flow (perm)1168 0 1627 0 0 1749 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles (%)50%50%2%50%50%2% Adj. Flow (vph)9 5 33 10 5 35 Shared Lane Traffic (%) Lane Group Flow (vph)14 0 43 0 0 40 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 14.8%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 11/14/2025 2026 Opening Day Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: Sunday Peak Hour Page 2 Intersection Int Delay, s/veh 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 4 26 8 4 27 Future Vol, veh/h 7 4 26 8 4 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, %50 50 2 50 50 2 Mvmt Flow 9 5 33 10 5 35 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 83 38 0 0 44 0 Stage 1 38 ----- Stage 2 45 ----- Critical Hdwy 6.9 6.7 --4.6 - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.95 3.75 --2.65 - Pot Cap-1 Maneuver 813 912 --1306 - Stage 1 874 ----- Stage 2 868 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 810 912 --1306 - Mov Cap-2 Maneuver 810 ----- Stage 1 874 ----- Stage 2 864 ----- Approach WB NB SB HCM Ctrl Dly, s/v 9.34 0 1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--844 232 - HCM Lane V/C Ratio --0.017 0.004 - HCM Ctrl Dly (s/v)--9.3 7.8 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)--0.1 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2026 Opening Day Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: Sunday Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)113 32 21 2 14 2 51 18 6 2 18 98 Future Volume (vph)113 32 21 2 14 2 51 18 6 2 18 98 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.940 0.979 0.989 0.888 Flt Protected 0.950 0.950 0.967 0.999 Satd. Flow (prot)1770 1751 0 1770 1824 0 0 1781 0 0 1652 0 Flt Permitted 0.950 0.950 0.967 0.999 Satd. Flow (perm)1770 1751 0 1770 1824 0 0 1781 0 0 1652 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.83 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)136 41 27 3 18 3 65 23 8 3 23 126 Shared Lane Traffic (%) Lane Group Flow (vph)136 68 0 3 21 0 0 96 0 0 152 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 30.4%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2026 Opening Day Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: Sunday Peak Hour Page 4 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 113 32 21 2 14 2 51 18 6 2 18 98 Future Vol, veh/h 113 32 21 2 14 2 51 18 6 2 18 98 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 83 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 136 41 27 3 18 3 65 23 8 3 23 126 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 21 0 0 68 0 0 361 352 54 349 365 19 Stage 1 ------327 327 -24 24 - Stage 2 ------35 26 -325 340 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1595 --1533 --594 572 1013 605 563 1059 Stage 1 ------686 648 -994 875 - Stage 2 ------981 874 -688 639 - Platoon blocked, %---- Mov Cap-1 Maneuver 1595 --1533 --459 523 1013 526 515 1059 Mov Cap-2 Maneuver ------459 523 -526 515 - Stage 1 ------627 593 -992 873 - Stage 2 ------841 872 -600 585 - Approach EB WB NB SB HCM Ctrl Dly, s/v 4.98 0.82 14.02 9.82 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)495 1595 --1533 --898 HCM Lane V/C Ratio 0.194 0.085 --0.002 --0.168 HCM Ctrl Dly (s/v)14 7.5 --7.4 --9.8 HCM Lane LOS B A --A --A HCM 95th %tile Q(veh)0.7 0.3 --0 --0.6 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2026 Opening Day Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: Sunday Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)26 42 55 4 40 7 54 17 7 9 22 12 Future Volume (vph)26 42 55 4 40 7 54 17 7 9 22 12 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.915 0.981 0.988 0.963 Flt Protected 0.950 0.996 0.967 0.989 Satd. Flow (prot)1770 1704 0 0 1820 0 0 1780 0 0 1774 0 Flt Permitted 0.950 0.996 0.967 0.989 Satd. Flow (perm)1770 1704 0 0 1820 0 0 1780 0 0 1774 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)33 54 71 5 51 9 69 22 9 12 28 15 Shared Lane Traffic (%) Lane Group Flow (vph)33 125 0 0 65 0 0 100 0 0 55 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 25.8%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2026 Opening Day Front Range RV 07/18/2026 7:00 am 2026 Opening Day Synchro 11 Report Timing Plan: Sunday Peak Hour Page 6 Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 42 55 4 40 7 54 17 7 9 22 12 Future Vol, veh/h 26 42 55 4 40 7 54 17 7 9 22 12 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 54 71 5 51 9 69 22 9 12 28 15 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 60 0 0 124 0 0 231 226 89 197 257 56 Stage 1 ------156 156 -66 66 - Stage 2 ------76 71 -131 191 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1543 --1462 --723 673 969 761 647 1011 Stage 1 ------847 769 -944 840 - Stage 2 ------933 836 -872 742 - Platoon blocked, %---- Mov Cap-1 Maneuver 1543 --1462 --664 656 969 712 631 1011 Mov Cap-2 Maneuver ------664 656 -712 631 - Stage 1 ------828 752 -941 837 - Stage 2 ------885 833 -821 726 - Approach EB WB NB SB HCM Ctrl Dly, s/v 1.56 0.59 11.19 10.38 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)682 1543 --137 --724 HCM Lane V/C Ratio 0.147 0.022 --0.004 --0.076 HCM Ctrl Dly (s/v)11.2 7.4 --7.5 0 -10.4 HCM Lane LOS B A --A A -B HCM 95th %tile Q(veh)0.5 0.1 --0 --0.2 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 11/14/2025 2045 Background Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)0 0 49 0 0 47 Future Volume (vph)0 0 49 0 0 47 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 Flt Protected Satd. Flow (prot)1863 0 1863 0 0 1863 Flt Permitted Satd. Flow (perm)1863 0 1863 0 0 1863 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)0 0 63 0 0 60 Shared Lane Traffic (%) Lane Group Flow (vph)0 0 63 0 0 60 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 6.7%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 11/14/2025 2045 Background Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 2 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 49 0 0 47 Future Vol, veh/h 0 0 49 0 0 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 0 63 0 0 60 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 123 63 0 0 63 0 Stage 1 63 ----- Stage 2 60 ----- Critical Hdwy 6.42 6.22 --4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 --2.218 - Pot Cap-1 Maneuver 872 1002 --1540 - Stage 1 960 ----- Stage 2 962 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 872 1002 --1540 - Mov Cap-2 Maneuver 872 ----- Stage 1 960 ----- Stage 2 962 ----- Approach WB NB SB HCM Ctrl Dly, s/v 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)---1540 - HCM Lane V/C Ratio ----- HCM Ctrl Dly (s/v)--0 0 - HCM Lane LOS --A A - HCM 95th %tile Q(veh)---0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2045 Background Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)219 59 26 1 23 4 59 32 6 4 34 191 Future Volume (vph)219 59 26 1 23 4 59 32 6 4 34 191 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.955 0.978 0.991 0.889 Flt Protected 0.950 0.950 0.970 0.999 Satd. Flow (prot)1770 1779 0 1770 1822 0 0 1791 0 0 1654 0 Flt Permitted 0.950 0.950 0.970 0.999 Satd. Flow (perm)1770 1779 0 1770 1822 0 0 1791 0 0 1654 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.87 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.83 Adj. Flow (vph)252 76 33 1 29 5 76 41 8 5 44 230 Shared Lane Traffic (%) Lane Group Flow (vph)252 109 0 1 34 0 0 125 0 0 279 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 47.9%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2045 Background Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 4 Intersection Int Delay, s/veh 11.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 219 59 26 1 23 4 59 32 6 4 34 191 Future Vol, veh/h 219 59 26 1 23 4 59 32 6 4 34 191 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 78 78 78 78 78 78 78 78 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 252 76 33 1 29 5 76 41 8 5 44 230 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 35 0 0 109 0 0 650 633 92 634 647 32 Stage 1 ------596 596 -35 35 - Stage 2 ------54 37 -600 612 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1577 --1481 --382 397 965 392 390 1042 Stage 1 ------490 492 -981 866 - Stage 2 ------959 864 -488 484 - Platoon blocked, %---- Mov Cap-1 Maneuver 1577 --1481 --222 333 965 292 327 1042 Mov Cap-2 Maneuver ------222 333 -292 327 - Stage 1 ------412 413 -980 865 - Stage 2 ------709 863 -366 406 - Approach EB WB NB SB HCM Ctrl Dly, s/v 5.39 0.27 30.34 12.61 HCM LOS D B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)263 1577 --1481 --750 HCM Lane V/C Ratio 0.472 0.16 --0.001 --0.372 HCM Ctrl Dly (s/v)30.3 7.7 --7.4 --12.6 HCM Lane LOS D A --A --B HCM 95th %tile Q(veh)2.4 0.6 --0 --1.7 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2045 Background Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)36 83 107 8 79 12 105 31 14 12 37 12 Future Volume (vph)36 83 107 8 79 12 105 31 14 12 37 12 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.918 0.984 0.987 0.974 Flt Protected 0.950 0.996 0.967 0.990 Satd. Flow (prot)1770 1710 0 0 1826 0 0 1778 0 0 1796 0 Flt Permitted 0.950 0.996 0.967 0.990 Satd. Flow (perm)1770 1710 0 0 1826 0 0 1778 0 0 1796 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.78 0.83 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)46 106 129 10 101 15 127 40 18 15 47 15 Shared Lane Traffic (%) Lane Group Flow (vph)46 235 0 0 126 0 0 185 0 0 77 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 33.3%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2045 Background Front Range RV 08/06/2025 9:39 am 2045 Background Synchro 11 Report Timing Plan: Sunday Peak Hour Page 6 Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 36 83 107 8 79 12 105 31 14 12 37 12 Future Vol, veh/h 36 83 107 8 79 12 105 31 14 12 37 12 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 83 78 78 78 83 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 46 106 129 10 101 15 127 40 18 15 47 15 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 117 0 0 235 0 0 409 400 171 348 457 109 Stage 1 ------263 263 -129 129 - Stage 2 ------146 137 -219 328 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1472 --1332 --553 538 873 606 500 945 Stage 1 ------742 691 -874 789 - Stage 2 ------857 783 -784 647 - Platoon blocked, %---- Mov Cap-1 Maneuver 1472 --1332 --473 517 873 528 480 945 Mov Cap-2 Maneuver ------473 517 -528 480 - Stage 1 ------719 669 -867 782 - Stage 2 ------786 777 -699 627 - Approach EB WB NB SB HCM Ctrl Dly, s/v 1.23 0.62 16.18 12.75 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)505 1472 --142 --542 HCM Lane V/C Ratio 0.365 0.031 --0.008 --0.144 HCM Ctrl Dly (s/v)16.2 7.5 --7.7 0 -12.8 HCM Lane LOS C A --A A -B HCM 95th %tile Q(veh)1.7 0.1 --0 --0.5 Lanes, Volumes, Timings JR Engineering 1: Frontage Rd & Access 11/14/2025 2045 Total Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: Sunday Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)7 4 49 8 4 47 Future Volume (vph)7 4 49 8 4 47 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 0.982 Flt Protected 0.969 0.996 Satd. Flow (prot)1168 0 1718 0 0 1790 Flt Permitted 0.969 0.996 Satd. Flow (perm)1168 0 1718 0 0 1790 Link Speed (mph)30 55 55 Link Distance (ft)169 568 546 Travel Time (s)3.8 7.0 6.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles (%)50%50%2%50%50%2% Adj. Flow (vph)9 5 63 10 5 60 Shared Lane Traffic (%) Lane Group Flow (vph)14 0 73 0 0 65 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft)12 0 0 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 15.8%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 1: Frontage Rd & Access 11/14/2025 2045 Total Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: Sunday Peak Hour Page 2 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 4 49 8 4 47 Future Vol, veh/h 7 4 49 8 4 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None Storage Length 0 ----- Veh in Median Storage, #0 -0 --0 Grade, %0 -0 --0 Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, %50 50 2 50 50 2 Mvmt Flow 9 5 63 10 5 60 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 138 68 0 0 73 0 Stage 1 68 ----- Stage 2 71 ----- Critical Hdwy 6.9 6.7 --4.6 - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.95 3.75 --2.65 - Pot Cap-1 Maneuver 753 876 --1271 - Stage 1 846 ----- Stage 2 844 ----- Platoon blocked, %--- Mov Cap-1 Maneuver 750 876 --1271 - Mov Cap-2 Maneuver 750 ----- Stage 1 846 ----- Stage 2 840 ----- Approach WB NB SB HCM Ctrl Dly, s/v 9.63 0 0.62 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h)--792 141 - HCM Lane V/C Ratio --0.018 0.004 - HCM Ctrl Dly (s/v)--9.6 7.8 0 HCM Lane LOS --A A A HCM 95th %tile Q(veh)--0.1 0 - Lanes, Volumes, Timings JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2045 Total Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: Sunday Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)219 59 30 2 23 4 62 32 9 4 34 191 Future Volume (vph)219 59 30 2 23 4 62 32 9 4 34 191 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)160 0 160 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.950 0.978 0.988 0.889 Flt Protected 0.950 0.950 0.971 0.999 Satd. Flow (prot)1770 1770 0 1770 1822 0 0 1787 0 0 1654 0 Flt Permitted 0.950 0.950 0.971 0.999 Satd. Flow (perm)1770 1770 0 1770 1822 0 0 1787 0 0 1654 0 Link Speed (mph)40 40 55 55 Link Distance (ft)603 935 652 458 Travel Time (s)10.3 15.9 8.1 5.7 Peak Hour Factor 0.87 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.83 Adj. Flow (vph)252 76 38 3 29 5 79 41 12 5 44 230 Shared Lane Traffic (%) Lane Group Flow (vph)252 114 0 3 34 0 0 132 0 0 279 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 48.3%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 2: Frontage Rd & County Road 50 11/14/2025 2045 Total Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: Sunday Peak Hour Page 4 Intersection Int Delay, s/veh 11.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 219 59 30 2 23 4 62 32 9 4 34 191 Future Vol, veh/h 219 59 30 2 23 4 62 32 9 4 34 191 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 160 --160 -------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 87 78 78 78 78 78 78 78 78 78 78 83 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 252 76 38 3 29 5 79 41 12 5 44 230 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 35 0 0 114 0 0 655 638 95 637 655 32 Stage 1 ------598 598 -37 37 - Stage 2 ------56 40 -600 618 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1577 --1475 --379 394 962 390 386 1042 Stage 1 ------489 491 -978 864 - Stage 2 ------956 862 -488 481 - Platoon blocked, %---- Mov Cap-1 Maneuver 1577 --1475 --219 331 962 289 324 1042 Mov Cap-2 Maneuver ------219 331 -289 324 - Stage 1 ------411 412 -976 862 - Stage 2 ------706 860 -365 404 - Approach EB WB NB SB HCM Ctrl Dly, s/v 5.31 0.51 31.36 12.66 HCM LOS D B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)265 1577 --1475 --747 HCM Lane V/C Ratio 0.498 0.16 --0.002 --0.373 HCM Ctrl Dly (s/v)31.4 7.7 --7.4 --12.7 HCM Lane LOS D A --A --B HCM 95th %tile Q(veh)2.6 0.6 --0 --1.7 Lanes, Volumes, Timings JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2045 Total Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: Sunday Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)43 83 107 8 79 13 105 31 14 15 37 18 Future Volume (vph)43 83 107 8 79 13 105 31 14 15 37 18 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)100 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 0 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.918 0.982 0.987 0.965 Flt Protected 0.950 0.996 0.967 0.989 Satd. Flow (prot)1770 1710 0 0 1822 0 0 1778 0 0 1778 0 Flt Permitted 0.950 0.996 0.967 0.989 Satd. Flow (perm)1770 1710 0 0 1822 0 0 1778 0 0 1778 0 Link Speed (mph)55 55 55 55 Link Distance (ft)248 649 395 456 Travel Time (s)3.1 8.0 4.9 5.7 Peak Hour Factor 0.78 0.78 0.83 0.78 0.78 0.78 0.83 0.78 0.78 0.78 0.78 0.78 Adj. Flow (vph)55 106 129 10 101 17 127 40 18 19 47 23 Shared Lane Traffic (%) Lane Group Flow (vph)55 235 0 0 128 0 0 185 0 0 89 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 33.3%ICU Level of Service A Analysis Period (min) 15 HCM 7th TWSC JR Engineering 3: Frontage Rd & Vine Dr 11/14/2025 2045 Total Front Range RV 08/06/2025 9:39 am 2045 Total Synchro 11 Report Timing Plan: Sunday Peak Hour Page 6 Intersection Int Delay, s/veh 6.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 43 83 107 8 79 13 105 31 14 15 37 18 Future Vol, veh/h 43 83 107 8 79 13 105 31 14 15 37 18 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --None --None --None --None Storage Length 100 ----------- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 78 78 83 78 78 78 83 78 78 78 78 78 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 55 106 129 10 101 17 127 40 18 19 47 23 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 118 0 0 235 0 0 427 420 171 367 476 110 Stage 1 ------281 281 -130 130 - Stage 2 ------146 138 -237 346 - Critical Hdwy 4.12 --4.12 --7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - Follow-up Hdwy 2.218 --2.218 --3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1470 --1332 --538 525 873 590 488 944 Stage 1 ------726 678 -873 788 - Stage 2 ------857 782 -767 636 - Platoon blocked, %---- Mov Cap-1 Maneuver 1470 --1332 --452 501 873 509 466 944 Mov Cap-2 Maneuver ------452 501 -509 466 - Stage 1 ------698 653 -866 782 - Stage 2 ------779 776 -679 612 - Approach EB WB NB SB HCM Ctrl Dly, s/v 1.43 0.62 16.89 12.87 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)485 1470 --140 --547 HCM Lane V/C Ratio 0.38 0.037 --0.008 --0.164 HCM Ctrl Dly (s/v)16.9 7.5 --7.7 0 -12.9 HCM Lane LOS C A --A A -B HCM 95th %tile Q(veh)1.8 0.1 --0 --0.6 Front Range RV & Boat Storage – Traffic Study Appendix E: Site Plan A Westrian Company KE L L E Y S T R E E T Front Range RV & Boat Storage – Traffic Study Appendix F: Excerpts from the Colorado Parks and Wildlife Office Relocation TIS Colorado Parks and Wildlife TIS -Page 14 Figure 6: Site Generated Traffic Front Range RV & Boat Storage – Traffic Study Appendix G: Excerpts from the NCHRP Report 745 8 of the steps a designer could take to determine whether a left- turn lane is appropriate for a particular location. Where there are no applicable access management guidelines, adequate spacing and design consistency are both essential require- ments to consider. Apply Left-Turn Lane Warrants Warrants After compiling all of the relevant information pertain- ing to a particular intersection, it is necessary to determine whether that information indicates that a left-turn lane is indeed necessary or beneficial. Left-turn lanes can reduce the potential for collisions and improve capacity by remov- ing stopped vehicles from the main travel lane. The recom- mended left-turn lane warrants developed based on the NCHRP Project 3-91 research (1) are: • Rural, two-lane highways (see Table 1), • Rural, four-lane highways (see Table 2), and • Urban and suburban roadways (see Table 3). Table 1 also present warrants for a bypass lane treatment on two-lane rural highways. Given a peak-hour left-turn vol- ume and a particular intersection configuration (i.e., number of legs, number of lanes on the major highway), the tables show the minimum peak-hour volume on the major highway that warrants a left-turn lane or bypass lane. Figure 2 displays the warrants for rural two-lane highways graphically. Figure 3 shows graphical warrants for four-lane rural highways, and Figure 4 shows the recommended warrants for urban and suburban arterials. Technical warrants are an important element of the decision-making process; however, other factors should also be considered when deciding whether to install a left-turn lane, including: • Sight distance relative to the position of the driver and • Design consistency within the corridor. These factors should be considered in conjunction with the numerical warrants. For example, if volumes indicate that a left- turn lane is not warranted but there is insufficient sight distance at the location for the left-turning vehicles, then the left-turn lane should be considered along with other potential changes (e.g., remove sight obstructions, realign the highway, etc.). Source of Warrants—Benefit-Cost Approach A benefit-cost approach was conducted as part of NCHRP Project 3-91 (1) to determine when a left-turn lane would be justified. Economic analysis can provide a useful method for combining traffic operations and safety benefits of left-turn lanes to identify situations in which left-turn lanes are and are not justified economically. The development steps included: • Simulation to determine delay savings from installing a left-turn lane, • Crash costs, • Crash reduction savings determined from safety perfor- mance functions available in the AASHTO Highway Safety Manual (Chapter 10 discusses rural two-lane, two-way roads; Chapter 11 discusses rural multilane highways; and Chapter 12 discusses urban and suburban arterials) (4), Table 1. Recommended left-turn treatment warrants for rural two-lane highways. Left-Turn Lane Peak-Hour Volume (veh/hr) Three-Leg Intersection, Major Two- Lane Highway Peak-Hour Volume (veh/hr/ln) That Warrants a Bypass Lane Three-Leg Intersection, Major Two- Lane Highway Peak-Hour Volume (veh/hr/ln) That Warrants a Left-Turn Lane Four-Leg Intersection, Major Two- Lane Highway Peak-Hour Volume (veh/hr/ln) That Warrants a Bypass Lane Four-Leg Intersection, Major Two- Lane Highway Peak-Hour Volume (veh/hr/ln) That Warrants a Left-Turn Lane 5 50 200 50 150 10 50 100 < 50 50 15 < 50 100 < 50 50 20 < 50 50 < 50 < 50 25 < 50 50 < 50 < 50 30 < 50 50 < 50 < 50 35 < 50 50 < 50 < 50 40 < 50 50 < 50 < 50 45 < 50 50 < 50 < 50 50 or More < 50 50 < 50 < 50 Left-Turn Accommodations at Unsignalized Intersections Copyright National Academy of Sciences. All rights reserved.