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HomeMy WebLinkAboutPEC140020_7-11-14 SSCV project narrative draft ver 4 attachment_traffic analysis letter_1405442280.pdfApril 28, 2014 Aldo Radamus Executive Director Ski & Snowboard Club Vail 598 Vail Valley Drive Vail, CO 81632 Re:Ski & Snowboard Club Vail Traffic Analysis Letter Dear Mr. Radamus: This letter has been prepared providing the results of our traffic analysis for the existing Ski & Snowboard Club Vail (SSCV) located at 598 Vail Valley Drive in Vail, Colorado. The purpose of the traffic analysis is to review the existing traffic conditions at SSCV and the surrounding Golden Peak neighborhood as well as to evaluate possible modifications to the existing site or traffic and drop-off management plan to improve the SSCV’s current traffic operations and mitigate queuing at the entrance access point. The impetus for this traffic analysis is SSCV’s plans to redevelop their clubhouse. It is our understanding that this redevelopment will expand facilities to meet the current needs of SSCV and is not intended to result in significant increases to club membership. While redevelopment of the building is to include two new residential condominiums, these units are not expected to result in an appreciable increase of trips generated by the club. As such, this analysis focuses on existing traffic conditions and methods for improvement traffic flow at the Club. A vicinity map showing the location of the SSCV has been provided in the attached Figure 1. Regional access to SSCV is provided by Interstate 70 and primary access is provided by South Frontage Road and Vail Valley Drive. Direct access to the property is provided via two access drives along Vail Valley Drive. The westernmost access drive is an entrance only and the easternmost drive is an exit only. The SSCV site is located east of both the Gold Peak Base Lodge (and public drop- off area) and the Golden Peak Children’s Center. Residential areas exist to the north and east of the SSCV site. n Suite 200 990 South Broadway Denver, Colorado 80209 Mr. Aldo Radamus, April 28, 2014, Page 2 Existing Conditions/Data Collection Existing peak hour turning movement counts were conducted at the following five key intersections on Saturday, March 15, 2014, from 8:00 am to 9:30 am and 2:30 pm to 4:00 pm: ·Hanson Ranch Road and Vail Valley Drive ·Gold Peak & Vail Valley Drive ·Golden Peak Children’s Center Southeast Access and Vail Valley Drive ·Ski & Snowboard Club Vail West Access and Vail Valley Drive ·Ski & Snowboard Club Vail East Access and Vail Valley Drive The counts were obtained during the morning and afternoon peak hours in 15- minute intervals. The turning movement counts are shown in the attached Figure 2. The SSCV’s drop-off area was also video recorded on Saturday, March 15, 2014, from 8:00 am to 9:30 am and 2:30 pm to 4:00 pm to allow for an analysis of SSCV’s current traffic and drop-off management plan. These times coincide with the peak pick-up and drop-off times at the club. Traffic to and from the club varies from weekend to weekend depending upon team schedules (i.e. how many athletes are in Vail training and how many are out of town competing at events). March 15th was considered a “typical” weekend. Traffic Analysis The existing traffic volume along Vail Valley Drive was analyzed. Based on the traffic volume data collected, the percentage of eastbound through traffic at the Vail Valley Drive/Hanson Ranch Road intersection whose destination was SSCV was calculated and is provided in Table 1. In addition, the traffic destined for the Golden Peak Drop-Off and Golden Peak Children’s Center was also calculated to provide an overall comparison for traffic traveling along Vail Valley Drive. This is also provided in Table 1. Table 1 - Destination of Eastbound Through Traffic at Vail Valley Drive/Hanson Ranch Road Intersection Destination Peak Hour Golden Peak Drop-off Golden Peak Children’s Center SSCV Other AM 83 vph / 24.6% 80 vph / 23.7% 89 vph / 26.4% 85 vph / 25.3% PM 71 vph / 25.7% 58 vph / 21.0% 52 vph / 18.8% 95 vph / 34.4% The percentage of eastbound entering traffic at the Vail Valley Drive/Hanson Ranch Road intersection destined to the SSCV in the morning peak hour is 26.4 percent and 18.8 percent in the afternoon peak hour. This is comparable to both the Golden Peak Drop-off and Golden Peak Children’s Center facilities directly west of SSCV. Therefore, all three of these drop-off areas were found to Mr. Aldo Radamus, April 28, 2014, Page 3 contribute equally to the eastbound volume along Vail Valley Drive. The SSCV had a slightly higher percentage of eastbound traffic during the morning peak hour than the other two drop-off areas. During the afternoon peak hour, the SSCV had the lowest percentage of traffic volumes generated compared with the Golden Peak and Golden Peak Children’s Center pick-up zones. The percentage of “other” eastbound traffic (pass through traffic or traffic to surrounding residential development) is roughly a fourth of the volume in the morning peak hour and over a third of the volume in the afternoon peak hour. The percentage of westbound traffic destined for SSCV, Golden Peak Drop-Off, and Golden Peak Children’s Center was also calculated to provide an overall comparison for westbound traffic traveling along Vail Valley Drive. This is provided in Table 2. Table 2 - Destination of Westbound Through Traffic at Vail Valley Drive/SSCV East Access Intersection Destination Peak Hour Golden Peak Drop-off Golden Peak Children’s Center SSCV Other AM 19 vph / 30.7% 10 vph / 16.1% 18 vph / 29.0% 15 vph / 24.2% PM 16 vph / 20.0% 10 vph / 12.5% 13 vph / 16.3% 41 vph / 51.3% The percentage of westbound entering traffic at the Vail Valley Drive/SSCV East Access intersection destined to the SSCV in the morning peak hour is 29.0 percent and 16.3 percent in the afternoon peak hour. For the morning peak hour, SSCV’s destination percentage is comparable to both the Golden Peak Drop-off and the overall percentage of westbound vehicles whose destination was other than those counted. Golden Peak Children’s Center had the lowest percentage of westbound traffic in the morning and afternoon peak hours compared the other two drop off areas. The SSCV had a lower percentage of westbound traffic during the afternoon peak hour. During the afternoon peak hour, 51.3 percent of the westbound Vail Valley Drive traffic has a destination other than the three drop- off areas (pass through traffic or traffic to surrounding residential development). It was observed that Vail Valley Drive had a traffic volume of 689 vehicles per hour (both directions) north of Hanson Ranch Road. A two-lane roadway has a capacity of about 1,800 vehicles per hour. Based on this, existing Vail Valley Drive has plenty of reserve traffic capacity available, operating at approximately 38 percent of capacity. An analysis of traffic operations at the SSCV’s East Exit Only Access/Vail Valley Drive intersection was conducted to determine if there were capacity deficiencies in its existing condition. Capacity analysis results are listed in terms of Level of Service (LOS). LOS for the stop controlled intersection was calculated using Synchro 8 Software using the Highway Capacity Manual (HCM) methodology. Table 3 provides the results of the LOS analysis at this existing intersection and calculations for the LOS at the intersection are attached. The northbound Mr. Aldo Radamus, April 28, 2014, Page 4 approach movement (traffic exiting from SSCV) operates at an acceptable LOS A during both the morning and afternoon peak hours. Table 3 – Existing East Exit Only Access LOS Analysis Results SCENARIO Saturday AM Peak Hour Saturday PM Peak Hour Delay (sec/veh)LOS Delay (sec/veh) LOS 2014 Existing Northbound Approach 9.6 A 9.6 A Discussion of Proposed Traffic Operations Improvement Measures It is understood that there have been several possible improvements recommended to assist with the on-site queuing for SSCV. These are addressed below. Reversing the direction of entering and exiting traffic at the existing driveways has been suggested as a means for improving flow. In this scenario, the western access would be modified to serve exiting traffic and the eastern access would be modified to serve entering traffic. Traffic volumes from this operation are shown in attached Figure 3. To evaluate this proposed change, a capacity analysis was conducted assuming the reverse in flow for the northbound approach movement at the SSCV’s West Access/Vail Valley Drive intersection.Table 4 provides the results of the LOS analysis at this intersection and calculations for the LOS at the intersection are attached. The northbound approach movement (traffic exiting from SSCV) operates at an acceptable LOS in both the morning and afternoon peak hours, but there is a slightly longer delay for exiting traffic. The northbound exiting approach degrades to LOS B during the morning peak hour. Table 4 – Reverse Flow West Exit Only Access LOS Analysis Results SCENARIO Saturday AM Peak Hour Saturday PM Peak Hour Delay (sec/veh)LOS Delay (sec/veh) LOS 2014 Existing Northbound Approach 10.2 B 9.9 A While this measure would increase the separation between the SSCV entrance access drive and other access drives west of the SSCV facility, this modification is not recommended. It creates a conflict between the traffic entering and exiting the site. Currently, traffic entering from the east and exiting to the west does not cross paths. It is operationally not ideal to create a traffic pattern where exiting vehicles from SSCV have longer delay from the entering SSCV traffic volume along Vail Valley Drive. In addition, this would mean then that drop-offs and pick-ups would primarily occur from the passenger side away from the building and access to the mountain. All pedestrians in that case would need to cross in front of queued vehicles, likely causing additional delay. Mr. Aldo Radamus, April 28, 2014, Page 5 Encouraging SSCV members to access SSCV from the east has also been proposed as a possible measure to improve the SSCV’s current traffic operations. While this measure would increase the amount of traffic on the predominantly residential portions of Vail Valley Drive east of the SSCV facility, it would benefit the overall traffic condition along eastbound Vail Valley Drive during the peak hours. Per the count data, traffic volumes on westbound Vail Valley Drive are significantly less than the eastbound volumes. Therefore, this is a good traffic solution. However, there may be other political or perceived negative impacts by rerouting traffic through the golf course and residential areas to the east. Video Analysis of Existing Plan It is understood that at times the entering queue of vehicles at SSCV has extended off-site and into Vail Valley Drive. On Saturday, March 15, 2014, this did not occur. All entering vehicles and queues were maintained on-site. SSCV has implemented a drop-off and pick-up plan that has improved operations. In fact, in our observations these operations are working quite well considering the volume of vehicles and pedestrians that are served during drop-off and pick-up. For reference, there were 107 vehicles observed dropping off (approximately 1 vehicle every 34 seconds) during the morning peak hour and 65 vehicles picking up (approximately 1 vehicle every 55 seconds) during the afternoon peak hour. Through review of the drop-off and pick-up video during the morning and afternoon peak periods, the following observations were made regarding SSCV’s current traffic and drop-off management plan: ·SSCV staff (4) wearing orange/yellow vests and red coats assist with directing traffic and assistance with unloading equipment, gear and students. This works very well. To improve visibility all staff directing traffic should continue to wear vests while managing traffic flow. ·Vehicles are directed by staff to the left and right drop-off/pick-up lanes while maintaining (to the extent possible, acknowledging snow storage reduces the room available for lanes in the peak of winter) a through lane in between. The staff direct traffic to keep a balanced queue length in each left and right side drop-off/pick-up lanes. It appears as though when there are a lot of pedestrians along the sidewalk and building, the left queue lane is used first. ·Drivers have the tendency or desire to stop adjacent to the existing stairway on the west side of the building during both unloading and pickup time frames for convenience. The staff does their best to direct traffic to drive further into the site so that the queues stay manageable. This effort should continue. ·Through emails and other communication, parents who need to spend time at the club (i.e. do more than just drop off or pick up) are encouraged to park in the Town’s parking structure. This effort should continue. ·Drivers are encouraged to stay in their vehicles at all times so they can move up in the queen as vehicles ahead of them leave. This step is Mr. Aldo Radamus, April 28, 2014, Page 6 critically important to the efficiency of the drop-off and pick-up and should continue. The following are recommendations for consideration that may improve the current SSCV traffic and drop-off/pick-up management plan based our observations: ·Provide one dedicated staff member to remain in the center of the drive, directing traffic through the entire unloading/pick-up zone during peak hours. This one person should not provide assistance with ski gear so that they stay available to direct traffic as necessary. ·When designing the new club building, consider widening the drop-off area (to ensure three lanes) and the construction of a wider sidewalk along the curb aisle adjacent to the building. This wider sidewalk area will better accommodate pedestrian movement. Also, providing ski racks/equipment storage areas within the sidewalk area will improve efficiency. ·With a wider sidewalk, it would be beneficial to direct drivers to park use the right lane first, then to the left when the right drive queue is full. Pedestrians dropped off and being picked up from vehicles along the left drive cross the through lane and right drive aisle, causing more delay for these vehicles. Also, a cleaner and more efficient operation should result by reducing the vehicle to pedestrian conflicts. ·Relocating the pedestrian drop-off area and access to the mountain to the east, further up the drive will increase the length of the queue. This should be considered in the design of the new club building. Providing amenities such as benches and ski racks will also be beneficial. Continue to use a staggered start and end time for the training sessions. Based on the existing drop-off and pick-up times, this is obviously done today. It was noted that the peak inflow of vehicles occurred every half hour or so, with lulls occurring in between. SSCV could even consider 15-minute intervals to spread traffic out even further, which would likely give the biggest overall traffic improvement. A few of these recommendations are shown in the following aerial. Mr. Aldo Radamus, April 28, 2014, Page 7 It has been our pleasure to provide these traffic engineering services to the Ski & Snowboard Club Vail. If you have any questions regarding this analysis or our recommendations, please feel free to call me at (303) 228-2300. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Curtis D. Rowe, P.E., PTOE Vice President 4/28/14 19(8)3(1)0(0) 0(0) 0(1) 0(1) 0(0)323(251)0(3)73(84)3(3)337(276)1(1)0(0)193(255) 83(71) 19(16) 332(253)31(26)4(1)132(122) 80(58) 10(10) 127(138)0(0)0(0)34(60) 89(52) 18(13) 142(132)97(65)11(15)33(60) 0(0) 0(0) 62(80) 123(112) 89(52) 18(13) 45(67)97(65)11(15)44(75) 44(67)0(0)0(0)0(0) 0(0) File Name : HansonRanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 4 Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr Image 1 Morrison, CO 80465 File Name : HansonRanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr Groups Printed- Unshifted Hanson Ranch Rd Eastbound Driveway Westbound Vail Valley Dr Northbound Vail Valley Dr Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 08:00 AM 1 0 0 1 0 0 1 1 1 26 0 27 1 46 11 58 87 08:15 AM 0 0 0 0 0 0 0 0 1 44 0 45 0 87 17 104 149 08:30 AM 0 0 0 0 0 0 0 0 1 68 0 69 2 93 19 114 183 08:45 AM 0 0 0 0 0 0 0 0 3 82 0 85 1 108 20 129 214 Total 1 0 0 1 0 0 1 1 6 220 0 226 4 334 67 405 633 09:00 AM 0 0 0 0 0 0 0 0 3 57 1 61 0 49 17 66 127 09:15 AM 0 0 0 0 0 1 0 1 3 67 0 70 0 54 12 66 137 Grand Total 1 0 0 1 0 1 1 2 12 344 1 357 4 437 96 537 897 Apprch %100 0 0 0 50 50 3.4 96.4 0.3 0.7 81.4 17.9 Total %0.1 0 0 0.1 0 0.1 0.1 0.2 1.3 38.4 0.1 39.8 0.4 48.7 10.7 59.9 Morrison, CO 80465 File Name : HansonRanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr Vail Valley Dr Hanson Ranch Rd Driveway Vail Valley Dr Right 96 Thru 437 Left 4 InOut Total 346 537 883 Right1 Thru1 Left0 OutTotalIn5 2 7 Left 12 Thru 344 Right 1 Out TotalIn 437 357 794 Left1 Thru0 Right0 TotalOutIn109 1 110 3/15/2014 08:00 AM 3/15/2014 09:15 AM Unshifted North Morrison, CO 80465 File Name : HansonRanchVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail AM Peak Hanson Ranch Rd and Vail Valley Dr Hanson Ranch Rd Eastbound Driveway Westbound Vail Valley Dr Northbound Vail Valley Dr Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 09:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 0 0 0 0 0 0 0 0 1 44 0 45 0 87 17 104 149 08:30 AM 0 0 0 0 0 0 0 0 1 68 0 69 2 93 19 114 183 08:45 AM 0 0 0 0 0 0 0 0 3 82 0 85 1 108 20 129 214 09:00 AM 0 0 0 0 0 0 0 0 3 57 1 61 0 49 17 66 127 Total Volume 0 0 0 0 0 0 0 0 8 251 1 260 3 337 73 413 673 % App. Total 0 0 0 0 0 0 3.1 96.5 0.4 0.7 81.6 17.7 PHF .000 .000 .000 .000 .000 .000 .000 .000 .667 .765 .250 .765 .375 .780 .913 .800 .786 Vail Valley Dr Hanson Ranch Rd Driveway Vail Valley Dr Right 73 Thru 337 Left 3 InOut Total 251 413 664 Right0 Thru0 Left0 OutTotalIn4 0 4 Left 8 Thru 251 Right 1 Out TotalIn 337 260 597 Left0 Thru0 Right0 TotalOutIn81 0 81 Peak Hour Begins at 08:15 AM Unshifted Peak Hour Data North Morrison, CO 80465 File Name : HansonRanchVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail PM Peak Hanson Ranch Rd and Vail Valley Dr Groups Printed- Unshifted Hanson Ranch Rd Eastbound Driveway Westbound Vail Valley Dr Northbound Vail Valley Dr Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 02:30 PM 0 0 0 0 0 0 1 1 4 40 0 44 0 49 19 68 113 02:45 PM 0 0 0 0 0 0 0 0 0 42 0 42 0 71 15 86 128 Total 0 0 0 0 0 0 1 1 4 82 0 86 0 120 34 154 241 03:00 PM 0 0 0 0 0 0 0 0 5 48 1 54 0 79 23 102 156 03:15 PM 0 0 0 0 1 1 0 2 3 92 1 96 3 78 13 94 192 03:30 PM 0 0 0 0 0 0 0 0 6 105 0 111 0 63 24 87 198 03:45 PM 0 0 0 0 0 0 3 3 5 78 1 84 0 56 24 80 167 Total 0 0 0 0 1 1 3 5 19 323 3 345 3 276 84 363 713 Grand Total 0 0 0 0 1 1 4 6 23 405 3 431 3 396 118 517 954 Apprch %0 0 0 16.7 16.7 66.7 5.3 94 0.7 0.6 76.6 22.8 Total %0 0 0 0 0.1 0.1 0.4 0.6 2.4 42.5 0.3 45.2 0.3 41.5 12.4 54.2 Morrison, CO 80465 File Name : HansonRanchVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail PM Peak Hanson Ranch Rd and Vail Valley Dr Vail Valley Dr Hanson Ranch Rd Driveway Vail Valley Dr Right 118 Thru 396 Left 3 InOut Total 409 517 926 Right4 Thru1 Left1 OutTotalIn6 6 12 Left 23 Thru 405 Right 3 Out TotalIn 397 431 828 Left0 Thru0 Right0 TotalOutIn142 0 142 3/15/2014 02:30 PM 3/15/2014 03:45 PM Unshifted North Morrison, CO 80465 File Name : HansonRanchVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail PM Peak Hanson Ranch Rd and Vail Valley Dr Hanson Ranch Rd Eastbound Driveway Westbound Vail Valley Dr Northbound Vail Valley Dr Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 02:30 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 0 0 0 0 0 0 0 0 5 48 1 54 0 79 23 102 156 03:15 PM 0 0 0 0 1 1 0 2 3 92 1 96 3 78 13 94 192 03:30 PM 0 0 0 0 0 0 0 0 6 105 0 111 0 63 24 87 198 03:45 PM 0 0 0 0 0 0 3 3 5 78 1 84 0 56 24 80 167 Total Volume 0 0 0 0 1 1 3 5 19 323 3 345 3 276 84 363 713 % App. Total 0 0 0 20 20 60 5.5 93.6 0.9 0.8 76 23.1 PHF .000 .000 .000 .000 .250 .250 .250 .417 .792 .769 .750 .777 .250 .873 .875 .890 .900 Vail Valley Dr Hanson Ranch Rd Driveway Vail Valley Dr Right 84 Thru 276 Left 3 InOut Total 326 363 689 Right3 Thru1 Left1 OutTotalIn6 5 11 Left 19 Thru 323 Right 3 Out TotalIn 277 345 622 Left0 Thru0 Right0 TotalOutIn104 0 104 Peak Hour Begins at 03:00 PM Unshifted Peak Hour Data North Morrison, CO 80465 File Name : GoldPeakVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail AM Peak Gold Peak and Vail Valley Dr Groups Printed- Unshifted Vail Valley Dr Eastbound Vail Valley Dr Westbound Gold Peak Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 36 9 45 6 37 43 1 1 2 90 08:15 AM 42 14 56 6 37 43 0 0 0 99 08:30 AM 51 25 76 8 53 61 0 0 0 137 08:45 AM 54 26 80 4 96 100 0 0 0 180 Total 183 74 257 24 223 247 1 1 2 506 09:00 AM 43 20 63 5 104 109 0 0 0 172 09:15 AM 45 12 57 2 79 81 1 0 1 139 Grand Total 271 106 377 31 406 437 2 1 3 817 Apprch %71.9 28.1 7.1 92.9 66.7 33.3 Total %33.2 13 46.1 3.8 49.7 53.5 0.2 0.1 0.4 Morrison, CO 80465 File Name : GoldPeakVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail AM Peak Gold Peak and Vail Valley Dr Vail Valley Dr Vail Valley Dr Gold Peak Thru406 Left31 OutTotalIn272 437 709 Left 2 Right 1 Out TotalIn 137 3 140 Thru271 Right106 TotalOutIn408 377 785 3/15/2014 08:00 AM 3/15/2014 09:15 AM Unshifted North Morrison, CO 80465 File Name : GoldPeakVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail AM Peak Gold Peak and Vail Valley Dr Vail Valley Dr Eastbound Vail Valley Dr Westbound Gold Peak Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 09:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:30 AM 08:30 AM 51 25 76 8 53 61 0 0 0 137 08:45 AM 54 26 80 4 96 100 0 0 0 180 09:00 AM 43 20 63 5 104 109 0 0 0 172 09:15 AM 45 12 57 2 79 81 1 0 1 139 Total Volume 193 83 276 19 332 351 1 0 1 628 % App. Total 69.9 30.1 5.4 94.6 100 0 PHF .894 .798 .863 .594 .798 .805 .250 .000 .250 .872 Vail Valley Dr Vail Valley Dr Gold Peak Thru332 Left19 OutTotalIn193 351 544 Left 1 Right 0 Out TotalIn 102 1 103 Thru193 Right83 TotalOutIn333 276 609 Peak Hour Begins at 08:30 AM Unshifted Peak Hour Data North Morrison, CO 80465 File Name : GoldPeakVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak and Vail Valley Dr Groups Printed- Unshifted Vail Valley Dr Eastbound Vail Valley Dr Westbound Gold Peak Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 30 11 41 2 28 30 0 0 0 71 02:45 PM 74 16 90 1 44 45 0 0 0 135 Total 104 27 131 3 72 75 0 0 0 206 03:00 PM 67 20 87 4 72 76 1 0 1 164 03:15 PM 79 26 105 9 82 91 0 0 0 196 03:30 PM 35 9 44 2 55 57 0 0 0 101 03:45 PM 40 11 51 2 70 72 0 0 0 123 Total 221 66 287 17 279 296 1 0 1 584 Grand Total 325 93 418 20 351 371 1 0 1 790 Apprch %77.8 22.2 5.4 94.6 100 0 Total %41.1 11.8 52.9 2.5 44.4 47 0.1 0 0.1 Morrison, CO 80465 File Name : GoldPeakVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak and Vail Valley Dr Vail Valley Dr Vail Valley Dr Gold Peak Thru351 Left20 OutTotalIn325 371 696 Left 1 Right 0 Out TotalIn 113 1 114 Thru325 Right93 TotalOutIn352 418 770 3/15/2014 02:30 PM 3/15/2014 03:45 PM Unshifted North Morrison, CO 80465 File Name : GoldPeakVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak and Vail Valley Dr Vail Valley Dr Eastbound Vail Valley Dr Westbound Gold Peak Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 02:30 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:45 PM 02:45 PM 74 16 90 1 44 45 0 0 0 135 03:00 PM 67 20 87 4 72 76 1 0 1 164 03:15 PM 79 26 105 9 82 91 0 0 0 196 03:30 PM 35 9 44 2 55 57 0 0 0 101 Total Volume 255 71 326 16 253 269 1 0 1 596 % App. Total 78.2 21.8 5.9 94.1 100 0 PHF .807 .683 .776 .444 .771 .739 .250 .000 .250 .760 Vail Valley Dr Vail Valley Dr Gold Peak Thru253 Left16 OutTotalIn255 269 524 Left 1 Right 0 Out TotalIn 87 1 88 Thru255 Right71 TotalOutIn254 326 580 Peak Hour Begins at 02:45 PM Unshifted Peak Hour Data North Morrison, CO 80465 File Name : GoldPeakChildCenterVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail AM Peak Golden Peak Child Center and Vail Valley Groups Printed- Unshifted Vail Valley Dr Eastbound Vail Valley Dr Westbound Golden Peak Child Center Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 16 2 18 1 13 14 7 0 7 39 08:15 AM 48 10 58 0 33 33 5 1 6 97 08:30 AM 33 7 40 3 39 42 7 0 7 89 08:45 AM 35 41 76 6 42 48 9 1 10 134 Total 132 60 192 10 127 137 28 2 30 359 09:00 AM 16 22 38 1 13 14 10 2 12 64 09:15 AM 23 13 36 1 17 18 9 0 9 63 Grand Total 171 95 266 12 157 169 47 4 51 486 Apprch %64.3 35.7 7.1 92.9 92.2 7.8 Total %35.2 19.5 54.7 2.5 32.3 34.8 9.7 0.8 10.5 Morrison, CO 80465 File Name : GoldPeakChildCenterVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail AM Peak Golden Peak Child Center and Vail Valley Vail Valley Dr Vail Valley Dr Golden Peak Child Center Thru157 Left12 OutTotalIn175 169 344 Left 47 Right 4 Out TotalIn 107 51 158 Thru171 Right95 TotalOutIn204 266 470 3/15/2014 08:00 AM 3/15/2014 09:15 AM Unshifted North Morrison, CO 80465 File Name : GoldPeakChildCenterVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail AM Peak Golden Peak Child Center and Vail Valley Vail Valley Dr Eastbound Vail Valley Dr Westbound Golden Peak Child Center Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 09:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 48 10 58 0 33 33 5 1 6 97 08:30 AM 33 7 40 3 39 42 7 0 7 89 08:45 AM 35 41 76 6 42 48 9 1 10 134 09:00 AM 16 22 38 1 13 14 10 2 12 64 Total Volume 132 80 212 10 127 137 31 4 35 384 % App. Total 62.3 37.7 7.3 92.7 88.6 11.4 PHF .688 .488 .697 .417 .756 .714 .775 .500 .729 .716 Vail Valley Dr Vail Valley Dr Golden Peak Child Center Thru127 Left10 OutTotalIn136 137 273 Left 31 Right 4 Out TotalIn 90 35 125 Thru132 Right80 TotalOutIn158 212 370 Peak Hour Begins at 08:15 AM Unshifted Peak Hour Data North Morrison, CO 80465 File Name : GoldPeakChildCenterVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak Child Center and Vail Valley Groups Printed- Unshifted Vail Valley Dr Eastbound Vail Valley Dr Westbound Golden Peak Child Center Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 21 6 27 1 14 15 5 0 5 47 02:45 PM 23 16 39 0 19 19 5 0 5 63 Total 44 22 66 1 33 34 10 0 10 110 03:00 PM 31 15 46 2 32 34 6 0 6 86 03:15 PM 33 14 47 3 41 44 5 0 5 96 03:30 PM 30 17 47 4 32 36 8 1 9 92 03:45 PM 28 12 40 1 33 34 7 0 7 81 Total 122 58 180 10 138 148 26 1 27 355 Grand Total 166 80 246 11 171 182 36 1 37 465 Apprch %67.5 32.5 6 94 97.3 2.7 Total %35.7 17.2 52.9 2.4 36.8 39.1 7.7 0.2 8 Morrison, CO 80465 File Name : GoldPeakChildCenterVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak Child Center and Vail Valley Vail Valley Dr Vail Valley Dr Golden Peak Child Center Thru171 Left11 OutTotalIn167 182 349 Left 36 Right 1 Out TotalIn 91 37 128 Thru166 Right80 TotalOutIn207 246 453 3/15/2014 02:30 PM 3/15/2014 03:45 PM Unshifted North Morrison, CO 80465 File Name : GoldPeakChildCenterVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail PM Peak Golden Peak Child Center and Vail Valley Vail Valley Dr Eastbound Vail Valley Dr Westbound Golden Peak Child Center Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 02:30 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 31 15 46 2 32 34 6 0 6 86 03:15 PM 33 14 47 3 41 44 5 0 5 96 03:30 PM 30 17 47 4 32 36 8 1 9 92 03:45 PM 28 12 40 1 33 34 7 0 7 81 Total Volume 122 58 180 10 138 148 26 1 27 355 % App. Total 67.8 32.2 6.8 93.2 96.3 3.7 PHF .924 .853 .957 .625 .841 .841 .813 .250 .750 .924 Vail Valley Dr Vail Valley Dr Golden Peak Child Center Thru138 Left10 OutTotalIn123 148 271 Left 26 Right 1 Out TotalIn 68 27 95 Thru122 Right58 TotalOutIn164 180 344 Peak Hour Begins at 03:00 PM Unshifted Peak Hour Data North Morrison, CO 80465 File Name : SchoolEntranceVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Entrance and VVD Groups Printed- Unshifted Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Entrance Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 0 13 13 3 15 18 0 0 0 31 08:15 AM 11 31 42 2 35 37 0 0 0 79 08:30 AM 6 24 30 3 38 41 0 0 0 71 08:45 AM 11 25 36 11 52 63 0 0 0 99 Total 28 93 121 19 140 159 0 0 0 280 09:00 AM 6 9 15 2 17 19 0 0 0 34 09:15 AM 15 1 16 0 13 13 0 0 0 29 Grand Total 49 103 152 21 170 191 0 0 0 343 Apprch %32.2 67.8 11 89 0 0 Total %14.3 30 44.3 6.1 49.6 55.7 0 0 0 Morrison, CO 80465 File Name : SchoolEntranceVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Entrance and VVD Vail Valley Dr Vail Valley Dr Ski/Snowboard School Entrance Thru170 Left21 OutTotalIn49 191 240 Left 0 Right 0 Out TotalIn 124 0 124 Thru49 Right103 TotalOutIn170 152 322 3/15/2014 08:00 AM 3/15/2014 09:15 AM Unshifted North Morrison, CO 80465 File Name : SchoolEntranceVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Entrance and VVD Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Entrance Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 09:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 11 31 42 2 35 37 0 0 0 79 08:30 AM 6 24 30 3 38 41 0 0 0 71 08:45 AM 11 25 36 11 52 63 0 0 0 99 09:00 AM 6 9 15 2 17 19 0 0 0 34 Total Volume 34 89 123 18 142 160 0 0 0 283 % App. Total 27.6 72.4 11.2 88.8 0 0 PHF .773 .718 .732 .409 .683 .635 .000 .000 .000 .715 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Entrance Thru142 Left18 OutTotalIn34 160 194 Left 0 Right 0 Out TotalIn 107 0 107 Thru34 Right89 TotalOutIn142 123 265 Peak Hour Begins at 08:15 AM Unshifted Peak Hour Data North Morrison, CO 80465 File Name : SchoolEntranceVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Entrance and VVD Groups Printed- Unshifted Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Entrance Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 13 8 21 1 15 16 0 0 0 37 02:45 PM 13 7 20 3 14 17 0 0 0 37 Total 26 15 41 4 29 33 0 0 0 74 03:00 PM 12 14 26 4 36 40 0 0 0 66 03:15 PM 17 11 28 3 35 38 0 0 0 66 03:30 PM 14 18 32 3 33 36 0 0 0 68 03:45 PM 17 9 26 3 28 31 0 0 0 57 Total 60 52 112 13 132 145 0 0 0 257 Grand Total 86 67 153 17 161 178 0 0 0 331 Apprch %56.2 43.8 9.6 90.4 0 0 Total %26 20.2 46.2 5.1 48.6 53.8 0 0 0 Morrison, CO 80465 File Name : SchoolEntranceVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Entrance and VVD Vail Valley Dr Vail Valley Dr Ski/Snowboard School Entrance Thru161 Left17 OutTotalIn86 178 264 Left 0 Right 0 Out TotalIn 84 0 84 Thru86 Right67 TotalOutIn161 153 314 3/15/2014 02:30 PM 3/15/2014 03:45 PM Unshifted North Morrison, CO 80465 File Name : SchoolEntranceVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Entrance and VVD Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Entrance Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 02:30 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 12 14 26 4 36 40 0 0 0 66 03:15 PM 17 11 28 3 35 38 0 0 0 66 03:30 PM 14 18 32 3 33 36 0 0 0 68 03:45 PM 17 9 26 3 28 31 0 0 0 57 Total Volume 60 52 112 13 132 145 0 0 0 257 % App. Total 53.6 46.4 9 91 0 0 PHF .882 .722 .875 .813 .917 .906 .000 .000 .000 .945 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Entrance Thru132 Left13 OutTotalIn60 145 205 Left 0 Right 0 Out TotalIn 65 0 65 Thru60 Right52 TotalOutIn132 112 244 Peak Hour Begins at 03:00 PM Unshifted Peak Hour Data North Morrison, CO 80465 File Name : SchoolExitVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Exit and VVD Groups Printed- Unshifted Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Exit Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 08:00 AM 0 0 0 0 6 6 10 5 15 21 08:15 AM 10 0 10 0 12 12 30 2 32 54 08:30 AM 6 0 6 0 20 20 27 2 29 55 08:45 AM 10 0 10 0 23 23 30 6 36 69 Total 26 0 26 0 61 61 97 15 112 199 09:00 AM 7 0 7 0 7 7 10 1 11 25 09:15 AM 15 0 15 0 9 9 2 0 2 26 Grand Total 48 0 48 0 77 77 109 16 125 250 Apprch %100 0 0 100 87.2 12.8 Total %19.2 0 19.2 0 30.8 30.8 43.6 6.4 50 Morrison, CO 80465 File Name : SchoolExitVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Exit and VVD Vail Valley Dr Vail Valley Dr Ski/Snowboard School Exit Thru77 Left0 OutTotalIn64 77 141 Left 109 Right 16 Out TotalIn 0 125 125 Thru48 Right0 TotalOutIn186 48 234 3/15/2014 08:00 AM 3/15/2014 09:15 AM Unshifted North Morrison, CO 80465 File Name : SchoolExitVVDAM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail AM Peak Ski/Snowboard School Exit and VVD Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Exit Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 09:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM 08:15 AM 10 0 10 0 12 12 30 2 32 54 08:30 AM 6 0 6 0 20 20 27 2 29 55 08:45 AM 10 0 10 0 23 23 30 6 36 69 09:00 AM 7 0 7 0 7 7 10 1 11 25 Total Volume 33 0 33 0 62 62 97 11 108 203 % App. Total 100 0 0 100 89.8 10.2 PHF .825 .000 .825 .000 .674 .674 .808 .458 .750 .736 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Exit Thru62 Left0 OutTotalIn44 62 106 Left 97 Right 11 Out TotalIn 0 108 108 Thru33 Right0 TotalOutIn159 33 192 Peak Hour Begins at 08:15 AM Unshifted Peak Hour Data North Morrison, CO 80465 File Name : SchoolExitVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 1 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Exit and VVD Groups Printed- Unshifted Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Exit Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 02:30 PM 14 0 14 0 15 15 3 0 3 32 02:45 PM 11 0 11 1 15 16 3 1 4 31 Total 25 0 25 1 30 31 6 1 7 63 03:00 PM 14 0 14 0 24 24 19 7 26 64 03:15 PM 21 0 21 0 19 19 15 3 18 58 03:30 PM 10 0 10 0 17 17 21 3 24 51 03:45 PM 15 0 15 0 20 20 10 2 12 47 Total 60 0 60 0 80 80 65 15 80 220 Grand Total 85 0 85 1 110 111 71 16 87 283 Apprch %100 0 0.9 99.1 81.6 18.4 Total %30 0 30 0.4 38.9 39.2 25.1 5.7 30.7 Morrison, CO 80465 File Name : SchoolExitVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 2 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Exit and VVD Vail Valley Dr Vail Valley Dr Ski/Snowboard School Exit Thru110 Left1 OutTotalIn101 111 212 Left 71 Right 16 Out TotalIn 1 87 88 Thru85 Right0 TotalOutIn181 85 266 3/15/2014 02:30 PM 3/15/2014 03:45 PM Unshifted North Morrison, CO 80465 File Name : SchoolExitVVDPM Site Code : IPO 30 Start Date : 3/15/2014 Page No : 3 Vail, CO Ski & Snowboard Club Vail PM Peak Ski/Snowboard School Exit and VVD Vail Valley Dr Eastbound Vail Valley Dr Westbound Ski/Snowboard School Exit Northbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 02:30 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 14 0 14 0 24 24 19 7 26 64 03:15 PM 21 0 21 0 19 19 15 3 18 58 03:30 PM 10 0 10 0 17 17 21 3 24 51 03:45 PM 15 0 15 0 20 20 10 2 12 47 Total Volume 60 0 60 0 80 80 65 15 80 220 % App. Total 100 0 0 100 81.2 18.8 PHF .714 .000 .714 .000 .833 .833 .774 .536 .769 .859 Vail Valley Dr Vail Valley Dr Ski/Snowboard School Exit Thru80 Left0 OutTotalIn75 80 155 Left 65 Right 15 Out TotalIn 0 80 80 Thru60 Right0 TotalOutIn145 60 205 Peak Hour Begins at 03:00 PM Unshifted Peak Hour Data North Morrison, CO 80465 HCM 2010 TWSC Existing AM Peak Hour 6: East Access & Vail Valley Drive 4/3/2014 Existing AM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 Intersection Intersection Delay, s/veh 5.1 Movement EBT EBR WBL WBT NEL NER Vol, veh/h 33 0 0 62 97 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - -0 - Veh in Median Storage, #0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 36 0 0 67 105 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 36 0 103 36 Stage 1 - - - -36 - Stage 2 - - - -67 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1575 -895 1037 Stage 1 - - - -986 - Stage 2 - - - -956 - Time blocked-Platoon, %- -- Mov Capacity-1 Maneuver -- 1575 -895 1037 Mov Capacity-2 Maneuver - - - -895 - Stage 1 - - - -986 - Stage 2 - - - -956 - Approach EB WB NE HCM Control Delay, s 0 0 9.6 HCM LOS A Minor Lane / Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h)908 - - 1575 - HCM Lane V/C Ratio 0.129 - - - - HCM Control Delay (s)9.6 - - 0 - HCM Lane LOS A A HCM 95th %tile Q(veh)0.443 - - 0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC Existing PM Peak Hour 6: East Access & Vail Valley Drive 4/3/2014 Existing PM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 Intersection Intersection Delay, s/veh 3.5 Movement EBT EBR WBL WBT NEL NER Vol, veh/h 60 0 0 80 65 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - -0 - Veh in Median Storage, #0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 65 0 0 87 71 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 65 0 152 65 Stage 1 - - - -65 - Stage 2 - - - -87 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1537 -840 999 Stage 1 - - - -958 - Stage 2 - - - -936 - Time blocked-Platoon, %- -- Mov Capacity-1 Maneuver -- 1537 -840 999 Mov Capacity-2 Maneuver - - - -840 - Stage 1 - - - -958 - Stage 2 - - - -936 - Approach EB WB NE HCM Control Delay, s 0 0 9.6 HCM LOS A Minor Lane / Major Mvmt NELn1 EBT EBR WBL WBT Capacity (veh/h)866 - - 1537 - HCM Lane V/C Ratio 0.1 - - - - HCM Control Delay (s)9.6 - - 0 - HCM Lane LOS A A HCM 95th %tile Q(veh)0.334 - - 0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC Reversed AM Peak Hour 4: West Access & Vail Valley Drive 4/3/2014 Reversed AM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 Intersection Intersection Delay, s/veh 4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 123 0 0 45 97 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - -0 - Veh in Median Storage, #0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 134 0 0 49 105 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 134 0 183 134 Stage 1 - - - -134 - Stage 2 - - - -49 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1451 -806 915 Stage 1 - - - -892 - Stage 2 - - - -973 - Time blocked-Platoon, %- -- Mov Capacity-1 Maneuver -- 1451 -806 915 Mov Capacity-2 Maneuver - - - -806 - Stage 1 - - - -892 - Stage 2 - - - -973 - Approach EB WB NB HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)816 - - 1451 - HCM Lane V/C Ratio 0.144 - - - - HCM Control Delay (s)10.2 - - 0 - HCM Lane LOS B A HCM 95th %tile Q(veh)0.501 - - 0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC Reversed PM Peak Hour 4: West Access & Vail Valley Drive 4/3/2014 Reversed PM Peak Hour 4/3/2014 Baseline Synchro 8 Report Page 1 Intersection Intersection Delay, s/veh 3.1 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 112 0 0 67 65 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - -0 - Veh in Median Storage, #0 - - 0 0 - Grade, %0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 122 0 0 73 71 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 122 0 195 122 Stage 1 - - - -122 - Stage 2 - - - -73 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1465 -794 929 Stage 1 - - - -903 - Stage 2 - - - -950 - Time blocked-Platoon, %- -- Mov Capacity-1 Maneuver -- 1465 -794 929 Mov Capacity-2 Maneuver - - - -794 - Stage 1 - - - -903 - Stage 2 - - - -950 - Approach EB WB NB HCM Control Delay, s 0 0 9.9 HCM LOS A Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h)816 - - 1465 - HCM Lane V/C Ratio 0.107 - - - - HCM Control Delay (s)9.9 - - 0 - HCM Lane LOS A A HCM 95th %tile Q(veh)0.356 - - 0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined