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