HomeMy WebLinkAbout1.08 Transportation Impact Study
December 20, 2023
Garfield County Community Development Department
ATTN: Glenn Hartmann, Community Development Director
108 8th Street, Suite 401
Glenwood Springs, Colorado 81601
RE: Spring Valley Ranch – Response to Traffic Completeness Comments
Glenn:
Please find enclosed the following responses to the traffic related completeness comments. Our
responses are shown in the blue bold type.
From 10/25/23 County Letter:
• Traffic Study needs to clarify and summarize specific impacts and improvements required,
including intersection improvements – per Chris Hales comments. Clarification on queuing
lengths and coordination/timing of improvement with other projects needs to be addressed.
McDowell Engineering Response: Improvements that are necessary are summarized in Section 5.0,
Transportation Impact Analysis. Much of the emphasis is on the SH 82 and Spring Valley Road
intersection. Per CDOT’s Access Code, turn lane infrastructure is identified and is shown schematically
in Figure 10, Page 34 of the TIS. Additionally, signal timing recommendations are also detailed in this
section. CDOT will use these recommendations for their access permit requirements.
• Traffic Study needs to provide assessment of traffic impacts if County Road 115 is closed – per
Dan Cokely comments.
McDowell Engineering Response: See response below.
• Dan Cokely, consulting engineer technical comments on Traffic Study including adjustments to
trip reduction assumptions needs to be addressed.
McDowell Engineering Response: McDowell Engineering reached out with a conference call with Dan
Cokley. During that meeting, several comments were discussed, as explained below.
Chris Hale Comment:
• The traffic analysis is thorough however the recommendations for improvements to each of the
intersections was not apparent.
Spring Valley Ranch
Page 2 of 4
McDowell Engineering Response: Much of the recommendations for turn lanes are included in Tables 7
and 8. It should be noted that Garfield County does not have turn lane warrants within its code.
Therefore, they are provided for reference only, and as a general guidance. In addition, HCM analysis
has been performed on all of these intersections, and reviewing agencies can use these metrics to
identify any existing deficiencies regarding operational characteristics.
Dan Cokely Comments:
• Internal Trip Reduction – I do not necessarily agree with the methodology used and the
reductions applied but need to get into more detail to technically express that.
o The SHAC reduction for residential mixed use is acceptable at 2% and 8% (Section 4.3 &
Table 4)
o The GarCo vs On-site employee housing reduction should apply only to “work trips”, 4
per day. Which equates to 14% rather than 23% (Table 4)
o I do not agree with the Non-Residential trip reduction in Table 5 and would need to
spend more time, or have a discussion with McDowell. The standard is to use NCHRP
#684 Internal Trip Reduction spreadsheet. Which would result in lower trip reductions.
It may not affect the final conclusions.
McDowell Engineering Response: McDowell Engineering reached out with a conference call with Dan
Cokley. During that meeting, our methodology and trip reductions were discussed and explained to
Dan. We also discussed that we had sent this methodology to CDOT (per the TIS Appendix) that
identified the trip reduction and that CDOT was acceptable to the method. Therefore, Dan felt
comfortable with the methods utilized in the TIS.
The employee housing reduction was rechecked and is correct at the 23% as stated. This is based upon
the 58 of the 75 available housing units will be for non-SVR employees (Section 4.1 of the TIS)
• Directional Distribution – Assuming a 95% (CR 114) and 5% (CR 115) is reasonable if CR 115 is to
remain open to public use. If it will be closed, except to emergency vehicles, if a project of this
size is approved, the assumption should be used that all traffic uses CR 114. Would like input
from the County here. This also probably does not change the conclusions.
McDowell Engineering Response: If CR115 were to be closed and no traffic was routed through this
intersection, the 5% of distribution that previously utilized CR115 would be applied to intersections
#4 & #5 as shown below:
Spring Valley Ranch
Page 3 of 4
Intersection Movement
Project Generated
Volumes w/ CR115
Open
(am/pm/sat in vph)
Project Generated
Volumes w/ CR115
Closed
(am/pm/sat in vph)
Impacts
#4 (SH82 &
Spring Valley
Road)
Westbound
Right 218/166/174 235/179/187
No net changes in
infrastructure
recommendations
#4 (SH82 &
Spring Valley
Road)
Southbound
Left 111/240/161 119/258/173
No net changes in
infrastructure
recommendations
#5 (Spring
Valley Road
& Frontage
Road)
Westbound
Through 319/242/254 336/255/267
No net changes in
infrastructure
recommendations
These changes would be reflected on Figure 7 in the TIS, as shown:
Figure 1: Project Generated Traffic Assignment with CR115 CLOSED (Revised Figure 7 in TIS)
Spring Valley Ranch
Page 4 of 4
Figure 2: Project Generated Traffic Assignment with CR115 Open (Original Figure 7 in TIS)
• CR 114 and CR 115 improvements – Are generally triggered by existing volumes. Would the
County like any input on share percentage or anything else from SGM here?
McDowell Engineering Response: This is a correct statement in that the existing traffic volumes are
currently triggering the needed improvements at both intersections, per CDOT’s Access Code.
CDOT Comment
• This development still needs to formally submit a traffic study to CDOT and access permit
applications for the GCR 115 and 114. Garfield County is the permittee since they own those
facilities, or they can delegate permitting authority to the developer and the developer can be
the permittee on behalf of the County.
McDowell Engineering Response: The TIS has been prepared per CDOT’s Access Code and is suitable for
submission to CDOT for their review.
Please contact me directly with any questions about this information.
Sincerely,
McDowell Engineering
Greg Schroeder, PE
Traffic/Transportation Engineer
Transportation Impact Study
For
Spring Valley Ranch
Garfield County, CO
January 31, 2023
PREPARED FOR:
Storied Development, LLC
9875 N. Tuhaye Park
Kamas, UT 84036
Contact: Rich Wagner
PREPARED BY:
McDowell Engineering, LLC
PO Box 4259
Eagle, CO 81631
970.623.078
Contact: Kari J. McDowell Schroeder, PE, PTOE
Project Number: M1591
Spring Valley Ranch January 31, 2023 Page 2
Statement of Engineering Qualifications
Kari J. McDowell Schroeder, PE, PTOE is a Transportation and Traffic Engineer for McDowell
Engineering, LLC. Ms. McDowell Schroeder has over twenty-five years of extensive traffic and
transportation engineering experience. She has completed numerous transportation studies and
roadway design projects throughout the State of Colorado. Ms. McDowell Schroeder is a licensed
Professional Engineer in the State of Colorado and has her certification as a Professional Traffic
Operations Engineer from the Institute of Transportation Engineers.
Spring Valley Ranch January 31, 2023 Page 3
Table of Contents
1.0 PROJECT DESCRIPTION ............................................................................................................................... 5
1.1 PROJECT PHASING............................................................................................................................................... 9
1.2 PROJECT ACCESS LOCATIONS ................................................................................................................................. 9
1.3 INTERSECTION ANALYSIS LOCATIONS ....................................................................................................................... 9
2.0 EXISTING CONDITIONS ............................................................................................................................. 10
2.1 DESCRIPTION OF EXISTING TRANSPORTATION SYSTEM .............................................................................................. 10
2.2 EXISTING TRAFFIC DATA ..................................................................................................................................... 10
3.0 FUTURE TRAFFIC PROJECTIONS ................................................................................................................ 12
3.1 EXISTING & COMMITTED CAPITAL IMPROVEMENT PROJECTS ..................................................................................... 12
3.2 PLANNED OR EXISTING LAND DEVELOPMENT PROJECTS ............................................................................................ 12
3.3 BACKGROUND TRAFFIC GROWTH ......................................................................................................................... 12
3.4 BACKGROUND TRAFFIC LEVEL OF SERVICE .............................................................................................................. 15
4.0 PROJECT TRAFFIC...................................................................................................................................... 20
4.1 TRIP GENERATION ............................................................................................................................................. 20
4.2 MULTIMODAL REDUCTION ................................................................................................................................. 24
4.3 INTERNAL TRIP REDUCTION ................................................................................................................................. 24
4.4 SITE-GENERATED TRAFFIC .................................................................................................................................. 24
4.5 SITE–GENERATED DIRECTIONAL DISTRIBUTION ....................................................................................................... 25
4.6 TRIP ASSIGNMENT ............................................................................................................................................ 25
4.7 TOTAL TRAFFIC ................................................................................................................................................. 25
5.0 TRANSPORTATION IMPACT ANALYSIS ...................................................................................................... 31
5.1 AUXILIARY TURN LANES ..................................................................................................................................... 31
5.2 TOTAL TRAFFIC LEVELS OF SERVICE ....................................................................................................................... 35
5.3 SIMTRAFFIC ANALYSIS ....................................................................................................................................... 39
5.4 SITE ACCESSES SIGHT DISTANCE........................................................................................................................... 42
5.5 STATE HIGHWAY ACCESS PERMIT ......................................................................................................................... 44
6.0 RECOMMENDATIONS AND CONCLUSIONS ............................................................................................... 45
7.0 APPENDIX ................................................................................................................................................. 48
Spring Valley Ranch January 31, 2023 Page 4
Figures and Tables
FIGURE 1: VICINITY MAP ....................................................................................................................... 6
FIGURE 2: SITE PLAN ............................................................................................................................ 8
FIGURE 3: YEAR 2022 EXISTING TRAFFIC ................................................................................................ 11
FIGURE 4: YEAR 2023 BACKGROUND TRAFFIC VOLUMES ........................................................................... 13
FIGURE 5: YEAR 2045 BACKGROUND TRAFFIC VOLUMES ........................................................................... 14
FIGURE 6: PROJECT GENERATED TRAFFIC DISTRIBUTION ............................................................................ 27
FIGURE 7: SITE-GENERATED TRAFFIC ASSIGNMENT ................................................................................... 28
FIGURE 8: YEAR 2023 TOTAL TRAFFIC ................................................................................................... 29
FIGURE 9: YEAR 2045 TOTAL TRAFFIC ................................................................................................... 30
FIGURE 10: LANE CONFIGURATIONS FOR INTERSECTIONS #4 AND #5 ........................................................... 34
FIGURE 11: INTERSECTIONS #4 AND #5 .................................................................................................. 40
FIGURE 12: 170 SECOND DEFAULT SIGNAL TIMING .................................................................................. 40
FIGURE 13: 180 SECOND PROPOSED SIGNAL TIMING ............................................................................... 40
FIGURE 14: AASHTO GREENBOOK TABLE 3-1. STOPPING SIGHT DISTANCE ON LEVEL ROADWAYS .................... 42
FIGURE 15: AASHTO GREENBOOK TABLE 3-2. STOPPING SIGHT DISTANCE ON GRADES ................................. 43
FIGURE 16: AASHTO GREENBOOK TABLE 3-3. DECISION SIGHT DISTANCE .................................................. 43
TABLE 1: YEAR HCM LEVEL OF SERVICE CRITERIA ..................................................................................... 15
TABLE 2: YEAR 2023 BACKGROUND TRAFFIC LEVEL OF SERVICE .................................................................. 16
TABLE 3: YEAR 2045 BACKGROUND TRAFFIC LEVEL OF SERVICE .................................................................. 17
TABLE 4: SPRING VALLEY RANCH RESIDENTIAL TRIP GENERATION ................................................................ 21
TABLE 5: SPRING VALLEY RANCH NON-RESIDENTIAL TRIP GENERATION 1 ..................................................... 22
TABLE 6: SPRING VALLEY RANCH NON-RESIDENTIAL TRIP GENERATION 2 ..................................................... 23
TABLE 7: AUXILIARY TURN LANE RECOMMENDATIONS PART 1 .................................................................... 32
TABLE 8: AUXILIARY TURN LANE RECOMMENDATIONS PART 2 .................................................................... 33
TABLE 9: YEAR 2023 TOTAL TRAFFIC LEVEL OF SERVICE ............................................................................ 36
TABLE 10: YEAR 2045 TOTAL TRAFFIC LEVEL OF SERVICE .......................................................................... 37
TABLE 11: SIMTRAFFIC QUEUE LENGTH SUMMARY .................................................................................. 41
TABLE 12: SIMTRAFFIC TOTAL DELAY SUMMARY ..................................................................................... 41
Spring Valley Ranch January 31, 2023 Page 5
1.0 Project Description
McDowell Engineering has prepared this Transportation Impact Study (TIS) for the
proposed Spring Valley Ranch (SVR) development in Garfield County, Colorado. The
purpose of this TIS is to forecast and analyze the impacts of the additional traffic
volumes associated with the addition of the proposed development on the
surrounding roadway network.
The development is located approximately three miles northeast of the State Highway
82 (SH 82) and County Road 114/Spring Valley Road intersection. The development is
directly north of the County Road 114 (CR 114) and County Road 115 (CR 115)/ Red
Canyon Road intersection. The property currently has one existing ranch house with
accessory structures. Additionally, there are a few residential homes located to the
east and west of the parcel. SVR is a proposed residential community which focuses
on recreational activities. The development will include housing and residential
homes on larger lots. Additionally, the development will include a golf course, a
clubhouse, a trailhead recreation center, and a village commercial district. The mixed-
use district would include several on-site amenities such as restaurants, athletic club,
grocery, post office, and other amenities for SVR residents.
The location of proposed development is shown in the vicinity map in Figure 1.
Spring Valley Ranch January 31, 2023 Page 6
Figure 1: Vicinity Map
N
Spring Valley Ranch January 31, 2023 Page 7
The project is proposing two accesses located on the south side of the lot. The two
accesses will be paved and have direct connectivity to CR 115. The internal traffic is
two-way. The proposed site plan is shown in Figure 2.
Spring Valley Ranch January 31, 2023 Page 8
Figure 2: Site Plan
West Access
East Access
Spring Valley Ranch January 31, 2023 Page 9
1.1 Project Phasing
The SVR development is proposed to be constructed in eight phases. However, this
study analyzes a buildout condition of the project with estimated completion in Year
2023. Analysis has been performed for both short-term buildout Year 2023 conditions
as well as the long-range planning Year 2045.
1.2 Project Access Locations
The project site will have two accesses with direct connectivity to I ½ Rd. Refer to the
site plan in Figure 3.
1. Spring Valley Ranch West Access & CR 115/Red Canyon Road
2. Spring Valley Ranch East Access & CR 115/Red Canyon Road
1.3 Intersection Analysis Locations
In addition to site accesses, this report also studies five additional off-site
intersections:
1. SH 82 & CR 115/Red Canyon Road
2. SH 82 & CR 114/Spring Valley Road
3. Frontage Road & CR 114/Spring Valley Road
4. Colorado Mountain College (CMC) West Access & CR 114/Spring Valley Road
5. CMC East Access & CR 114/Spring Valley Road
Spring Valley Ranch January 31, 2023 Page 10
2.0 Existing Conditions
2.1 Description of Existing Transportation System
State Highway 82: SH 82 is a four-lane, east-west roadway connecting Interstate-70
to State Highway 24. SH 82 has been classified as an Expressway (E-X) by Colorado
Department of Transportation’s Online Transportation Information System 1 (OTIS).
The posted speed limit on SH 82 within the vicinity of the project is 55mph.
County Road 114/Spring Valley Road: CR 114 is a two-lane, north-south roadway
connecting SH 82 to CR 115/Red Canyon Road. The local name for CR 114 is Spring
Valley Road. CR 114 is classified as a minor collector by Garfield County Roadway
Standards 2. The posted speed limit of CR 114 within the vicinity of the project is
25mph.
County Road 115/Red Canyon Road: CR 115 is a two-lane, east-west roadway
connecting SH 82 to CR 114/Spring Valley Road. The local name for CR 115 is Red
Canyon Road. CR 115 is classified as a secondary access by Garfield County Roadway
Standards2. The posted speed limit of CR 115 within the vicinity of the project is
25mph.
2.2 Existing Traffic Data
Current Year 2022 traffic data was collected at several intersections near the vicinity
of the site. Weekday peak hour turning movement counts were taken on Thursday,
October 20, 2022, and on Thursday, November 3, 2022. Both count dates were taken
from 6:00-9:00 am and 4:00-6:00 pm. Saturday peak hour turning movement counts
were taken on Saturday, October 22, 2022, and on Saturday, November 5, 2022. Both
count dates were taken from 11am – 1pm. Counts were taken at these intersections:
1. SH 82 and CR 114/Spring Valley Road
2. SH 82 and CR 115/Red Canyon Road
3. CR 114/Spring Valley Road & Frontage Road
4. CMC West Access & CR 114/Spring Valley Road
5. CMC East Access & CR 114/Spring Valley Road
Additionally, weeklong (168 hour) average daily traffic counts were taken from
Wednesday, October 19, 2022 – Tuesday, October 25, 2022. Counts were taken at two
separate locations. One count was taken on CR 115 Road approximately 900ft east of
the CR 115 and CR 120 intersection. The second count was taken on CR 114
approximately 1,750 ft east of the SH 82 and CR 114 intersection.
Current Year 2022 traffic data can be found in Figure 3. Data collected can be seen in
the Appendix.
1 Colorado Department of Transportation, Online Transportation Information System, 2022.
2 Garfield County, Colorado Land Use and Development Code, Table 7-107: Roadway Standards, page 7-4, May 11, 2020.
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Spring Valley Ranch January 31, 2023 Page 12
3.0 Future Traffic Projections
3.1 Existing & Committed Capital Improvement Projects
There are no existing or committed capital improvement projects near the vicinity of
the project.
3.2 Planned or Existing Land Development Projects
The Lake Springs Ranch PUD is a residential development adjacent to the south. This
proposed development has 92 potential homesites.
3.3 Background Traffic Growth
Garfield County’s Comprehensive Plan 20302 was used to obtain growth rates for non-
CDOT roads such as CR 115 and CR 114. CR 114 and CR 115 both have an estimated
growth rate of 0.88%.
CDOT’s OTIS1 data was used to forecast traffic on SH 82. The 20-year factor of 1.25
equates to an annual growth rate of 1.12%.
Projected Year 2023 and 2045 background traffic can be seen in Figure 4 and Figure 5.
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0/
0
/
0
0/
0
/
0
2
0/0/0
17/15/13
0/0/0
0/0/0
10/16/17
0/0/0
0/
0
/
0
0/
0
/
0
0/
0
/
0
0/
0
/
0
0/
0
/
0
0/
0
/
0
3
0/0/0
25/50/28
53/61/20
230/78/67
0/0/0
106/97/78
70/59/29
104/332/221
3/
7
/
2
6
72
/
1
5
3
/
5
0
80
1
/
2
,
2
8
4
/
9
3
9
44
/
9
6
/
8
9
0/
1
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0
24
0
/
1
2
2
/
1
6
7
2,
1
1
8
/
9
5
5
/
9
0
6
64
/
3
4
/
3
3
4
13/16/4
175/133/179
142/124/88
10/5/1
218/351/267
2/2/1
49
/
1
0
2
/
3
9
0/
2
/
1
6/
1
2
/
5
0/
1
/
0
2/
2
/
0
10
/
2
2
/
5
5
18/36/41
3/2/18
49
/
9
5
/
1
2
6
53
/
4
3
/
3
5
1/
4
/
6
55
/
7
7
/
1
6
1
6
15/65/37
5/22/17
0/5/0
83/33/39
1/
1
6
/
2
2
1/
4
/
0
7
Spring Valley Ranch January 31, 2023 Page 15
3.4 Background Traffic Level of Service
Using Highway Capacity Manual 6th Edition 20163 (HCM) methodology, Synchro
Version 10 software was used to determine the delay and Level of Service (LOS.) HCM
LOS is defined by the following criteria:
Table 1: Year HCM Level of Service Criteria
LOS Expected Delay to Minor Street
Traffic
Average Signal
Delay
(Seconds/Vehicle)
Average Stop-
Controlled Delay
(Seconds/Vehicle)
A Little or no delay. 0-10 0-10
B Short traffic delays. >10-20 >10-15
C Average traffic delays. >20-35 >15-25
D Long traffic delays. >35-55 >25-35
E Very long traffic delays. >55-80 >35-50
F
When volume exceeds the capacity
of the lane extreme delays will be
encountered with queuing that may
cause severe congestion affecting
other traffic
movements in the intersection. This
condition usually warrants
improving the intersection.
>80 >50
Table 2 and Table 3 shows the resulting Year 2023 and Year 2045 Background LOS as
determined by HCM analysis:
Spring Valley Ranch January 31, 2023 Page 16
Table 2: Year 2023 Background Traffic Level of Service
Spring Valley Ranch January 31, 2023 Page 17
Table 3: Year 2045 Background Traffic Level of Service
Spring Valley Ranch January 31, 2023 Page 18
As can be seen in Table 2 and Table 3, 5 of the 7 intersections are anticipated to
operate at acceptable overall intersection Levels of Service through the long-term
planning horizon Year 2045 background traffic conditions.
SH 82 & CR 115/Red Canyon Road: This intersection is anticipated to operate at an
acceptable LOS D or better on the north and south legs through Year 2045 background
traffic conditions. The east leg is anticipated to operate at a failing LOS F with Year
2023 background traffic conditions. The west leg is anticipated to operate at a failing
LOS F with Year 2045 background traffic conditions.
The west and east legs have a failing LOS due to the high northbound and southbound
traffic volumes. This intersection is stop controlled in the eastbound and westbound
direction. Therefore, vehicles on the east and west leg looking to merge onto SH 82
must wait for a gap to open. This is hard to achieve due to the high traffic volumes on
SH 82. Large queues and delays develop due to vehicles on the east and west leg
having to wait for a gap to develop on SH 82.
SVR West Access & CR 115/Red Canyon Road: This intersection is anticipated to
operate at an acceptable LOS A through Year 2045 background traffic conditions.
SVR East Access & CR 115/Red Canyon Road: This intersection is anticipated to
operate at an acceptable LOS A through year 2045 background traffic conditions.
SH 82 & CR 114/Spring Valley Road: The east and west legs have a failing LOS E or
worse with Year 2023 background traffic conditions. The northbound through,
northbound left, and southbound left movements have a failing LOS as well.
This intersection is signalized with the north and south legs (SH 82) being the main
line and getting most of the time in one cycle. The east and west legs have a failing
LOS due to the signal time given to these movements per cycle not being enough. The
signal time given does not allow for the traffic volumes on the west and east legs to
flush out in one cycle. This forces some vehicles to wait in queue for more than one
cycle length.
The westbound right movement was changed to a channelized free turn with year
2045 background and total traffic conditions. There is currently a westbound right
deceleration and acceleration lane, however, it is stop controlled. It was changed to
channelized with free movement to yield a better LOS. The LOS improved to LOS A
with this change.
The northbound through and northbound left movements have a failing LOS due to
the high traffic volumes going through this intersection. The cycle length is not long
enough for the northbound through and northbound left traffic volumes to flush out
in one cycle despite the north and south leg getting the most signal time in each cycle.
Vehicles are forced to wait in queue for more than one cycle due to the signal timing
not allowing for all vehicles to flush out in one cycle.
The southbound left movement also has a failing LOS. This movement has a failing
LOS due to the signal timing given to this movement not being enough for all vehicles
Spring Valley Ranch January 31, 2023 Page 19
to flush out in one cycle length. This forces some vehicles to wait in queue for more
than one cycle length.
The current cycle length is 170 seconds (2 minutes and 50 seconds). If some vehicles
are forced to wait in queue for more than one cycle, then they will have to wait in
queue for over five minutes.
Frontage Road & CR 114/Spring Valley Road: This intersection is anticipated to
operate at an acceptable LOS A through year 2045 background traffic conditions.
CMC West Access & CR 114/Spring Valley Road: This intersection is anticipated to
operate at an acceptable LOS A through year 2045 background traffic conditions.
CMC East Access & CR 114Spring Valley Road: This intersection is anticipated to
operate at an acceptable LOS A through year 2045 background traffic conditions.
Spring Valley Ranch January 31, 2023 Page 20
4.0 Project Traffic
4.1 Trip Generation
Existing: The existing property lost is largely undeveloped with only one existing ranch
residence.
Proposed Residential Development:
SVR is proposed to be a residential community with 502 multiple single-family homes,
and 75 units of affordable housing. SVR is offering on-site housing for employees that
will provide maintenance for SVR. These employees are expected to have different
traffic patterns due to the employees having work on site and not having to commute
to work outside of the site. SVR is proposing 75 employee housing units and 502
single-family units for residents. Of the 75 employee housing units, 58 units will be
used for Garfield County’s affordable housing program.
The residential and employee housing portion of the SVR development falls under two
land use codes as per the Institute of Transportation Engineers’ (ITE) Trip Generation
Manual5, #210 Single-Family Detached Housing and #220 Multifamily Housing (Low
Rise).
Table 4 below shows the trip generation calculations for the proposed residential
development of SVR
Proposed Non-Residential Development: SVR is also proposing several recreational
activities. Some of these on-site amenities include a restaurant, golf course, athletic
facility, small ski resort, and trail heads. The non-residential portion of SVR falls under
multiple land use codes per the Trip Generation Manual.
Table 5 and Table 6 below show the trip generation calculations for the proposed non-
residential development of SVR.
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Spring Valley Ranch January 31, 2023 Page 24
4.2 Multimodal Reduction
No multimodal trip reduction was used when calculating the total number of vehicular
trips. There was no multimodal trip reduction used due to Spring Valley Ranch being
several miles away from nearby restaurants, parks, and other attractions.
4.3 Internal Trip Reduction
SVR is proposing several on-site amenities. Some of these amenities are proposed to
be for exclusive use by residents while others will be open to the public. The on-site
amenities that are exclusively for SVR are anticipated to generate fewer external trips.
Therefore, an internal trip reduction must be used to account for the internal trips
that these on-site amenities generate. An internal trip reduction rate calculation can
be seen in the Appendix. This internal trip reduction was applied to the SVR non-
residential trip generation.
As previously mentioned, SVR will provide 75 dwelling units for employee housing.
However, not all 75 dwelling units will be for SVR employees. 58 of the 75 dwelling
units will be by Garfield County residents. The other 17 dwelling units will be used by
SVR employees. The SVR employees living on site will not be generating the usual
externa trips due to them not having to commute to work. Therefore, an internal trip
reduction rate must be applied to the SVR employee housing trip generation. An
internal trip reduction rate calculation can be seen in the Appendix.
An internal trip reduction was also applied to the residential trip generation. This was
due to residents having several on-site amenities. The on-site amenities help the
residents not leave the site due to several of the daily amenities being on site. The
State of Colorado State Highway Access Code Section 2.3.4 states that for a mixed
used development, an internal trip reduction of two percent for the AM peak and
eight percent for the PM peak are allowed. These internal trip reductions were applied
to the residential trip-generation.
4.4 Site-Generated Traffic
The project is anticipated to generate a total of 5,703 trips over the course of an
average weekday. This includes 170 inbound and 336 outbound trips during the
morning peak hour. The evening peak hour is expected to generate 369 inbound trips
and 255 outbound trips. The Saturday peak hour is expected to generate 247 inbound
and 267 outbound trips.
Refer to Tables 4-6 for trip generation calculations and further breakdown of these
trips.
Spring Valley Ranch January 31, 2023 Page 25
4.5 Site–Generated Directional Distribution
The distribution of project-generated vehicular traffic on adjacent roadways is
influenced by several factors including the following:
• The location of the site relative to other commercial and healthcare facilities
and the roadway network.
• The configuration of the existing and proposed adjacent roadway network
• Relative location of neighboring population centers
Directional Distribution: Spring Valley Ranch has two accesses directly connecting to
CR 115. It was assumed that 30% of all site-generated traffic will use the west access
and 70% would use the east access. This assumption was made based on where the
residential homes were located relative to the west and east access on the site plan
shown in Figure 2. 95% of the site-generated traffic will use CR 114 and travel south
to access SH 82. The other 5% will use CR 115 and travel west to access SH 82. At the
SH 82 & CR 114 intersection, 65% of traffic will travel north towards Glenwood Springs
and 30% will travel south towards Carbondale.
It was assumed that 95% of the site generated traffic would use CR 114 to access SH
82 and not CR 115. CR 115 is an unimproved gravel and dirt road with several sharp
curves and tight corners that vehicles must navigate through. A portion of CR 115 has
considerable exposure. Driving conditions on CR 115 can deteriorate with heavy
rainfall and snowfall. The heavy rain and snowfall create driving hazards which have
led to CR 115 being closed in the past. These road conditions make it unfavorable for
vehicles to navigate through and drivers would prefer to use CR 114 over CR 115 due
to safety reasons. Conversations with Garfield County have indicated that in the long
term, CR 115 may be permanently closed. It is for these reasons that it was assumed
that 95% of the site generated traffic by SVR will use CR 114 to access SH 82. Some
SVR residents might choose to use CR 115 despite the driving hazards due to the
shorter travel time to SH 82.
Figure 6 below shows the directional distribution for the site-generated traffic.
4.6 Trip Assignment
When the trip generation expected for this site is applied to the estimated trip
distribution, the result is the anticipated assignment of trips on the roadway system.
Figure 7 depicts the new vehicle trips that are anticipated from the Spring Valley
Ranch project.
4.7 Total Traffic
The total traffic anticipated at each intersection is the sum of background traffic with
the site-generated traffic.
For Year 2023, the background traffic (Figure 4) added to the site-generated traffic
(Figure 7) yields the total Year 2023 traffic in Figure 8. For Year 2045, the background
Spring Valley Ranch January 31, 2023 Page 26
traffic (Figure 5) added to the site-generated traffic (Figure 7) yields the total Year
2045 traffic in Figure 9.
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Spring Valley Ranch January 31, 2023 Page 31
5.0 Transportation Impact Analysis
5.1 Auxiliary Turn Lanes
The need for auxiliary turn lanes was assessed per State of Colorado State Highway
Access Code8 (Access code) standards. Refer to Table 7 and Table 8 below for the
auxiliary turn lane recommendations and details.
SH 82 & CR 115/Red Canyon Road (Intersection #1): This existing intersection was
analyzed by all of the east legs (Frontage road north, Frontage road south, and CR115)
combined into one east leg based upon the volume. There are existing northbound
left turn deceleration and southbound left turn deceleration lanes. The southbound
left turn deceleration lane is undersized per current warrants. The southbound left
turn deceleration lane consists of 600’ of deceleration length + 225’ of taper at 18.5:1
ratio. A northbound right turn lane is also warranted. The northbound right turn
deceleration lane consists of 600’ of deceleration length + 225’ of taper at 18.5:1 ratio.
A westbound right turn acceleration lane is warranted. The westbound right turn
acceleration lane consists of 960’ of acceleration length + 225’ of taper at 18.5:1. A
westbound right turn deceleration lane is warranted on Red Canyon Road. The
westbound right turn deceleration lane consists of 55’ of storage + 120’ of taper at
10:1.
The westbound right turn acceleration lane, northbound right turn deceleration lane,
and southbound left turn deceleration lane are all warranted by Year 2022 existing
traffic volumes. The westbound right turn deceleration lane is warranted by Year 2045
background traffic.
SVR West Access & CR 115/Red Canyon Road (Intersection #2): There are no existing
turn lanes and there are no warranted turn lanes at this intersection. The turning
volumes are high enough to warrant turn lanes for total traffic conditions, but both of
these turn lanes (westbound right turn deceleration lane and southbound left turn
deceleration lane) may be exempted due to the minimum volume thresholds (SHAC
Section 3.5(5)).
SVR East Access & CR 115/Red Canyon Road (Intersection #3): There are no existing
turn lanes and there are no warranted turn lanes at this intersection. The turning
volumes are high enough to warrant turn lanes for total traffic conditions, but both of
these turn lanes (eastbound left turn deceleration lane and southbound right turn
deceleration lane) may be exempted due to the minimum volume thresholds (SHAC
Section 3.5(5)).
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Spring Valley Ranch January 31, 2023 Page 34
SH 82 & CR 114/Spring Valley Road (Intersection #4): Ten (10) auxiliary turn lanes are
warranted at this intersection. Eight (8) of these lanes are present, although all of
them are undersized per current warrants. All ten of these lanes are warranted by
Year 2022 existing traffic volumes, although the lanes that include storage will
increase in size based upon the total traffic conditions. Additionally, the southbound
left turn deceleration lane should be configured as a dual left turn (i.e., two left turn
lanes) for total traffic conditions. The westbound right turn should have a
channelization island that will allow this movement to be configured as a free
movement. See Table 8 for the Access Code turn lane geometrics. See Figure 10 for
the intersection lane configuration.
Frontage Road & CR 114/Spring Valley Road (Intersection #5): There are no auxiliary
turn lanes at this intersection. An eastbound right turn deceleration lane is warranted
by Year 2022 existing traffic volumes. The eastbound right turn deceleration lane
consists of 145’ of storage + 120’ of taper at 10:1 ratio. A northbound left turn
deceleration lane is warranted by Year 2022 existing traffic volumes. The addition of
a “Do Not Block Intersection” (MUTCD R10-7) should be added to both the east and
west legs of this intersection. See Figure 10 for the intersection lane configuration.
CMC West Access & CR 114/Spring Valley Road (Intersection #6): A westbound left
turn deceleration lane is warranted by Year 2022 existing conditions. This turn lane
does not exist. It should consist of 45’ of storage + 90’ of taper at a 7.5:1 ratio. A
northbound right turn deceleration lane exists with 110’ of storage and a 135’ taper,
which is greater than the warranted 50’ storage with a 90’ taper at a 7.5:1 ratio.
CMC East Access & CR 114/Spring Valley Road (Intersection #7): There are no existing
turn lanes, and no turn lanes are warranted at this intersection.
Figure 10: Lane Configurations for Intersections #4 and #5
Note: A = Acceleration Lane, C = Channelized Free Movement Right Turn
R10-7
R10-7
Spring Valley Ranch January 31, 2023 Page 35
5.2 Total Traffic Levels of Service
An HCM 2010 analysis under total traffic conditions was performed for the proposed
site access under both short-term Year 2023 and long-term Year 2045 traffic
conditions. The results can be seen in Table 9 and Table 10.
Spring Valley Ranch January 31, 2023 Page 36
Table 9: Year 2023 Total Traffic Level of Service
Spring Valley Ranch January 31, 2023 Page 37
Table 10: Year 2045 Total Traffic Level of Service
As can be seen in Table 9 and Table 10, five of the seven intersections are anticipated
to operate at an acceptable overall intersection Levels of Service through the long-
term planning horizon Year 2045 total traffic conditions. The other two intersections
Spring Valley Ranch January 31, 2023 Page 38
with failing LOS are anticipated to have excessive delay under background traffic
conditions as well.
SH 82 & CR 115/Red Canyon Road: The east leg and the west leg of this intersection is
anticipated to operate at a failing LOS F with Year 2023 total traffic conditions. The
southbound left movement has a failing LOS E with Year 2045 total traffic conditions.
The south leg is anticipated to have an acceptable LOS through Year 2045 total traffic
conditions.
The west and east legs have a failing LOS due to the high northbound and southbound
traffic volumes. This intersection is stop controlled in the eastbound and westbound
direction. Therefore, vehicles on the east and west leg looking to merge onto SH 82
must wait for a gap to open. This is hard to achieve due to the high traffic volumes on
SH 82. Large queues and delays develop due to vehicles on the east and west leg
having to wait for a gap to develop on SH 82.
The southbound left movement has a failing LOS due to the high northbound traffic
volume. The high northbound through traffic volumes make it difficult for southbound
vehicles on SH 82 to merge onto CR 115. Vehicles looking to make the southbound
left movement have to wait in queue for a gap to be created in the northbound traffic.
SVR West Access & CR 115/Red Canyon Road: This intersection is anticipated to
operate at an acceptable LOS A through Year 2045 total traffic conditions.
SVR East Access & CR 115/Red Canyon Road: This intersection is anticipated to
operate at an acceptable LOS A through year 2045 total traffic conditions.
SH 82 & CR 114/Spring Valley Road: The east and west legs have a failing LOS F with
Year 2023 total traffic conditions. The northbound through, northbound left, and
southbound left movements have a failing LOS as well.
This intersection is signalized with the north and south legs (SH 82) being the main
line and getting most of the green time in one cycle. The east and west legs have a
failing LOS due to the signal time given to these movements per cycle not being
enough. The signal time given does not allow for the traffic volumes on the west and
east legs to flush out in one cycle. This forces some vehicles to wait in queue for more
than one cycle length. Figure 12 shows the existing 170 second signal timing.
The westbound right movement was changed to a channelized free turn with year
2045 background and total traffic conditions. There is currently a westbound right
deceleration and acceleration lane, however, it is stop controlled. It was changed to
channelized with free movement to yield a better LOS. The LOS improved to LOS A
with this change.
The northbound through and northbound left movements have a failing LOS due to
the high traffic volumes going through this intersection. The cycle length is not long
enough for the northbound through and northbound left traffic volumes to flush out
in one cycle despite the north and south leg getting the most signal time in each cycle.
Spring Valley Ranch January 31, 2023 Page 39
Vehicles are forced to wait in queue for more than one cycle due to the signal timing
not allowing for all vehicles to flush out in one cycle.
The southbound left movement also has a failing LOS. This movement has a failing
LOS due to the signal timing given to this movement not being enough for all vehicles
to flush out in one cycle length. This forces some vehicles to wait in queue for more
than one cycle length.
The current cycle length is 170 seconds (2 minutes and 50 seconds). If some vehicles
are forced to wait in queue for more than one cycle, then they may have to wait in
queue for over five minutes.
Frontage Road & CR 114/Spring Valley Road: This intersection is anticipated to
operate at an acceptable LOS A through year 2045 total traffic conditions.
CMC West Access & CR 114/Spring Valley Road: This intersection is anticipated to
operate at an acceptable LOS A through year 2045 total traffic conditions.
CMC East Access & CR 114/Spring Valley Road: This intersection is anticipated to
operate at an acceptable LOS A through year 2045 total traffic conditions.
5.3 SimTraffic Analysis
Intersections #4 and #5 (SH 82 & CR 114/Spring Valley Road and Frontage Road & CR
114/Spring Valley Road) are closely spaced (approximate centers of intersections are
105’). Figure 11 shows the plan view of these two intersections.
As a result, the interactions of these intersections affect the operations of each other.
Synchro does not consider the spacing of adjacent intersections in some of its
calculations, and therefore the utilization of the SimTraffic software is appropriate for
additional analysis and understanding of the interactions between these
intersections. SimTraffic is a microsimulation software that is integrated with Synchro.
It analyzes operations based upon each vehicle being added into the network and the
result summarized as a series of runs. Each run is generated pseudo-randomly, and
typically 5 runs are aggregated together, and the results are the average of these runs.
The 2045 Total AM and PM scenarios were analyzed, as these scenarios represent the
highest demand. From observations of the total traffic in Section 4.7, it is apparent
that the southbound left turning movement does not have sufficient green time, and
therefore is experiencing excessive delay. Additionally, the northbound left turning
movement is also experiencing excessive delay. These movements are both functions
of the current signal timing that shows up as 20 seconds for phases 1 and 5. The
westbound left movement is also experiencing excessive delay, as a result of
competition of phase 1, 5, and 2. Keeping the northbound and southbound
movements (phases 2 and 6) at 120 seconds, it is not practical for these above
mentioned movements to increase their throughput capacity without an increase in
cycle length.
Spring Valley Ranch January 31, 2023 Page 40
For the SimTraffic analysis, the cycle length was increased by 10 seconds by adding
additional time onto the southbound left movement (phase 5), and the east and
westbound movements (phases 4 and 8). Figure 12 shows the existing 170 second
signal timing, and Figure 13 shows the proposed 180 second signal timing.
Table 11 shows the queue lengths as reported by SimTraffic for the 2045 Total AM
and PM conditions with the default signal timing of 170 seconds and the lengthened
cycle time of 180 seconds.
Figure 11: Intersections #4 and #5
Figure 12: 170 Second Default Signal Timing
Figure 13: 180 Second Proposed Signal Timing
Intersection
Spacing 105’
Spring Valley Ranch January 31, 2023 Page 41
Table 11: SimTraffic Queue Length Summary
Table 12: SimTraffic Total Delay Summary
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Int #5 - Total
Delay/Vehicle (s)148.7 109.9 -26.1% 973.5 1175.6 +17.2%
From inspection of Table 11 above, the additional timing on the southbound left
movement significantly reduces the queue length on SH82. Additionally, Table 12
shows overall total delay per vehicle decreasing by 15% to 26% for intersection #4.
Therefore, as traffic volumes in the future begin to congest and affect overall signal
operations, it is suggested that the increased cycle length be implemented to help
overall operations at the intersection.
Spring Valley Ranch January 31, 2023 Page 42
5.4 Site Accesses Sight Distance
Sight distance requirements are determined by Section 3.2.2 of the American
Association of State Highway and Transportation Officials (AASHTO): A Policy on
Geometric Design of Highways and Streets (AASHTO’s Greenbook).
West Access (Intersection #2): The west access is located near the top of a crest curve.
Sight distance to/from the west may be compromised due to the height of the hill.
The access may need to be shifted 50 to 100 feet to the west to provide adequate
sight distance. Posted speed limit is 25mph. However, based upon average daily
counts taken to the west along CR115, 85th percentile speeds were observed at
44.4mph westbound and 46.1 eastbound. Additionally, design speeds are typically
10mph higher than posted speed limits. Therefore, from a conservative perspective,
using a 35mph design speed would be appropriate. The grades approaching the crest
curve are approximately 6% upgrades in both directions, based upon Google Earth Pro
elevation data. As a result, a minimum of 229 feet should be maintained for stopping
sight distance. See Table 3-2 Stopping Sight Distance on Grades (Figure 15). For
decision sight distance, a minimum of 275 feet should be maintained, per Table 3-3
Decision Sight Distance (Figure 16).
Figure 14: AASHTO Greenbook Table 3-1. Stopping Sight Distance on Level Roadways
Spring Valley Ranch January 31, 2023 Page 43
Figure 15: AASHTO Greenbook Table 3-2. Stopping Sight Distance on Grades
Figure 16: AASHTO Greenbook Table 3-3. Decision Sight Distance
Spring Valley Ranch January 31, 2023 Page 44
East Access (Intersection #3): The east access is located approximately 500 feet east
of the CR115/ CR114 intersection. Sight distance at this intersection is in excess of the
275 feet as shown in Table 3-3. Decision Sight Distance (Figure 16).
5.5 State Highway Access Permit
A new State Highway Access Permit will be required for the intersection SH 82 and
CR 114/Spring Valley Road (Intersection #4) and for the intersection of SH 82 and
CR 115/Red Canyon Road (Intersection #1).
Spring Valley Ranch January 31, 2023 Page 45
6.0 Recommendations and Conclusions
Spring Valley Ranch is a proposed residential development with several on-site
amenities. The development will include residential homes, a golf course, a
clubhouse, a trailhead recreation center, and a village commercial district. The village
commercial district would include several on-site amenities such as restaurants,
athletic club, grocery, post office, and other amenities for SVR residents. Many of
these amenities will be private with exclusive use only by SVR residents, and some
uses will be open to the public, such as a general store and trailhead access.
The project is proposed to be constructed in multiple phases. This study analyzes a
buildout condition of the project with estimated completion in Year 2023. The project
site is located approximately three miles northeast of the SH 82 and CR 114/Spring
Valley Road intersection.
Trip Generation: The project is anticipated to generate a total of 5,703 trips over the
course of an average weekday. This includes 170 inbound and 336 outbound trips
during the morning peak hour. The evening peak hour is expected to generate 369
inbound trips and 255 outbound trips. The Saturday peak hour is expected to generate
247 inbound and 267 outbound trips.
Site Accesses: The Spring Valley Ranch development is proposing two site accesses at
project buildout. Refer to Figure 2 for the site plan showing the site accesses. The two
site accesses proposed at project buildout are anticipated to operate at acceptable
Levels of Service through Year 2045 total traffic conditions.
•Spring Valley Ranch West Access & CR 115 (Intersection #2)
•Spring Valley Ranch East Access & CR 115 (Intersection #3)
Intersection Analysis: In addition to the proposed site accesses, this report also studies
five additional off-site intersections:
•SH 82 & CR 115/Red Canyon Road (Intersection #1)
•SH 82 & CR 114/Spring Valley Road (Intersection #4)
•Frontage Road & CR 114/Spring Valley Road (Intersection #5)
•Colorado Mountain College (CMC) West Access & CR 114/Spring Valley Road
(Intersection #6)
•CMC East Access & CR 114/Spring Valley Road (Intersection #7)
Auxiliary Turn Lanes: Auxiliary turn lane requirements are detailed in Table 7 and
Table 8.
SH 82 & CR 115/Red Canyon Road (Intersection #1): There are existing northbound
left turn deceleration and southbound left turn deceleration lanes. The
southbound left turn deceleration lane is undersized per current warrants. The
westbound right turn acceleration lane, northbound right turn deceleration lane,
and southbound left turn deceleration lane are all warranted by Year 2022 existing
Spring Valley Ranch January 31, 2023 Page 46
traffic volumes. The westbound right turn deceleration lane is warranted by Year
2045 background traffic.
SVR West Access & CR 115/Red Canyon Road (Intersection #2): There are no
existing turn lanes and there are no warranted turn lanes at this intersection.
SVR East Access & CR 115/Red Canyon Road (Intersection #3): There are no
existing turn lanes and there are no warranted turn lanes at this intersection.
SH 82 & CR 114/Spring Valley Road (Intersection #4): Ten (10) auxiliary turn lanes
are warranted at this intersection. Eight (8) of these lanes are present, although
all of them are undersized per current warrants. All ten of these lanes are
warranted by Year 2022 existing traffic volumes, although the lanes that include
storage will increase in size based upon the total traffic conditions. Additionally,
the southbound left turn deceleration lane should be configured as a dual left turn
(i.e., two left turn lanes) for total traffic conditions. The westbound right turn
should have a channelization island that will allow this movement to be configured
as a free movement. See Figure 10 for the intersection lane configuration.
Frontage Road & CR 114/Spring Valley Road (Intersection #5): There are no
auxiliary turn lanes at this intersection. An eastbound right turn deceleration lane
is warranted by Year 2022 existing traffic volumes. A northbound left turn
deceleration lane is warranted by Year 2022 existing traffic volumes. The addition
of a “Do Not Block Intersection” (MUTCD R10-7) should be added to both the east
and west legs of this intersection. See Figure 10 for the intersection lane
configuration.
CMC West Access & CR 114/Spring Valley Road (Intersection #6): A westbound left
turn deceleration lane is warranted by Year 2022 existing conditions. A
northbound right turn deceleration lane exists and its configuration is greater than
the warranted lengths.
CMC East Access & CR 114/Spring Valley Road (Intersection #7): There are no
existing turn lanes, and no turn lanes are warranted at this intersection.
Background and Total Level of Service:
Intersections #2, #3, #6, and #7: will operate at a level of service (LOS) C or better
through Year 2045 Total traffic conditions.
SH 82 & CR 115/Red Canyon Road (Intersection #1): will see LOS F on the
eastbound and westbound approaches that will degrade with future traffic
volumes. Additionally, this unsignalized intersection will see the southbound left
approach degrade to LOS E and F for 2045 Background and Total traffic conditions
respectively.
Spring Valley Ranch January 31, 2023 Page 47
SH 82 & CR 114/Spring Valley Road (Intersection #4): This signalized intersection
will see LOS F on many movements in both Year 2023 Background and Total traffic
conditions, with these movements continuing to degrade into Year 2045
Background and Total traffic conditions. The current signal timing of 170 second
cycle length does not adequately flush many of the movements, and during peak
traffic periods, the intersection will see LOS failures on all legs. An increase of the
signal timing by 10 seconds to 180 second cycle length, and providing additional
green time on the side streets will help overall total vehicle delay. It is suggested
that as traffic increases further attention to additional cycle length be
implemented. From a practical perspective, it is impossible to fully mitigate all
movements to be less than failing when a long signal cycle length is in operation.
Frontage Road & CR 114/Spring Valley Road (Intersection #5): This intersection, as
reported by Synchro (Table 9 and Table 10) appears to have good levels of service
(LOS) of D or better into Year 2045 Total traffic conditions. However, based upon
SimTraffic analysis which analyzes the effects of adjacent intersection influences,
this intersection will show substantial delays and queues on both north and south
legs, with westbound queues extending from Intersection #4. An increase of the
signal timing will provide better throughput to Intersection #4, which will have a
direct effect on Intersection #5.
Sight Distance at Accesses:
West Access (Intersection #2): The west access is located near the top of a crest
curve. Sight distance to/from the west may be compromised due to the height of
the hill. The access may need to be shifted 50 to 100 feet to the west to provide
adequate sight distance. A minimum of 229 feet should be maintained for
stopping sight distance. For decision sight distance, a minimum of 275 feet should
be maintained.
East Access (Intersection #3): The east access is located approximately 500 feet
east of the CR115/ CR114 intersection. Sight distance at this intersection is in
excess of 275 feet.
State Highway Access Permit: A new State Highway Access Permit will be required for
the intersection SH 82 and CR 114/Spring Valley Road (Intersection #4) and for the
intersection of SH 82 and CR 115/Red Canyon Road (Intersection #1).
In summary, the proposed Spring Valley Ranch development is anticipated to be fully
served by the surrounding transportation infrastructure, with the above
recommended infrastructure improvements.
Spring Valley Ranch January 31, 2023 Page 48
7.0 Appendix
Reference Documents
1. Online Transportation Information System, Colorado Department of Transportation, 2022.
https://dtdapps.coloradodot.info/otis.
2. Garfield County Comprehensive Plan 2030, 2020.
3. Highway Capacity Manual, 6
th Edition. Transportation Research Board, 2016.
4. Trip Generation Handbook, An ITE Recommended Practice. Institute of Transportation Engineers,
2001.
5. Trip Generation Manual, 11
th Edition of Transportation Engineers, 2021.
6. A Policy on Geometric Design of Highway and Streets, 7
th Edition, AASHTO, 2018
7. Manual on Traffic Control Devices. Federal Highway Administration, 2009.
8. State of Colorado State Highway Access Code, 2002.
Included Documents
1. Traffic Impact Study Scoping Form
2. CDOT OTIS Data
3. Traffic Counts
4. Internal Trip Rate Reduction Calculations
5. Traffic Signal Timing Data
6. Synchro Reports
7. SimTraffic Reports
2/10/23, 12:42 PM McDowell Engineering Mail - Spring Valley Ranch - Garfield County - SH82
https://mail.google.com/mail/u/1/?ik=6961f4f987&view=pt&search=all&permmsgid=msg-f%3A1757097819156322687&dsqt=1&simpl=msg-f%3A1757… 1/
Greg Schroeder <greg@mcdowelleng.com>
Spring Valley Ranch - Garfield County - SH82
Killian - CDOT, Brian <brian.killian@state.co.us>Mon, Feb 6, 2023 at
To: Greg Schroeder <greg@mcdowelleng.com>
Cc: Edgar Palacios <edgar@mcdowelleng.com>, jon@landwestcolorado.com, Kari McDowell Schroeder <kari@mcdowelleng.com>, wkeesbery@garfield-county.com, Karthik Vishwamitra - CD
<karthik.vishwamitra@state.co.us>, Kandis Aggen - CDOT <kandis.aggen@state.co.us>
Greg,
The revised methodology is acceptable to CDOT.
Thanks,
Brian Killian
Region 3 Access Program Manager
Traffic & Safety
P 970-683-6284 |¬C 970-210-1101¬ | ¬F 970-683-6290
222 S. 6th St, Room 100 Grand Junction, CO 81501
brian.killian@state.co.us¬ | ¬www.codot.gov¬ | ¬www.cotrip.org
On Thu, Jan 26, 2023 at 10:03 AM Greg Schroeder <greg@mcdowelleng.com> wrote:
Brian,
Thank you for the web conference this week. Enclosed is our revised scoping form as well as traffic counts that we have collected. We are looking to wrap up the study here by early next
ZHHNso please let us know if you have any additional comments.
Thanks,
Greg Schroeder, PE
Senior Transportation / Traffic Engineer
241 Broadway Street, Suite 202
PO Box 4259
Eagle, CO 81631
970.948.1376
greg@mcdowelleng.com
www.mcdowelleng.com
On Tue, Nov 1, 2022 at 9:25 AM Killian - CDOT, Brian <brian.killian@state.co.us> wrote:
3DJH
Transportation Impact Study
Methodology Form
Prior to starting a traffic impact study, a Methodology Form must be submitted for review and signed by the Region 3
Access Engineer. It shall be included as part of the study.
CONTACT INFORMATION
Consultant: Name:_______________________________________________________________________________
Telephone:_______________________________________________________________________________
Email:_______________________________________________________________________________
Developer/Owner Name:_______________________________________________________________________________
PROJECT INFORMATION
Project Name
Project Location
Project Description
(Attached proposed site plan)
State Highway
County
Mile Post
Posted Speed Limit
TIS ASSUMPTIONS
Study Years Current Year: Buildout Year: Long Term Year:
Traffic Assessment Level
(Provide justification)
Study Intersections 1.6.
2.7.
3.8.
4.9.
5.10.
Future Growth Rate OTIS Regional TDM Other
Seasonal Adjustment Factor
McDowell Engineering -Greg Schroeder
(970)948 - 1376
Greg@mcdowelleng.com
Rich Wagner
Spring Valley Ranch
Approximately 5 miles east of SH 82 near the intersection of CR 114 & CR 115.
Spring Valley Ranch is proposing different land uses such as ranches, multiple estates,
cabins, lodges/condos, and community housing. See attached site plan for # of units.
State Highway 82
Garfield County
MM 6.6 and MM 7.8
65 mph
2022 2023 2045
Traffic Impact Study Level 3
SH82 & Spring Valley Road Tube Counts - 2 locations near SH 82
Spring Valley Rd & Frontage Road
Spring Valley Rd & W CMC Entrance
Spring Valley Rd & E CMC Entrance
Red Canyon Rd & SH 82/Grand Ave
1.12%■See Notes
■
SAF on SH 82 will be calculated using CDOT OTIS Traffic Counts on SH 82
3DJH
ASSUMPTIONS CONTINUED
Project Trip Distribution
(State assumptions and
attach sketch that shows
individual movements.)
Trip Reduction Percentage Internal Capture: Pass By:
Multi-Modal: Other:
Study Time Periods
(Check all that apply)
AM (7-9) PM (4-6) Weekday
SAT (Midday) Other
Existing and Proposed ITE
Trip Generation Land Use
Analysis Methods
(Check all that apply)
Synchro or HCS
(isolated intersections only)
SimTraffic or Other
(closely spaced intersections or when
known/expected queuing issue)
Signal Warrants Pedestrian/Transit/Bicycle
Safety/Sight Distance Queuing and Storage
Other
Notes and Other
Assumptions
Crash Data CDOT will perform a crash data analysis for the highway in the vicinity of the proposed
access and provide to the consultant. As a part of the study consultant shall recommend
mitigation measures for any identified safety issues.
Simulation Input Files Consultant to provide computer files used for analysis with a signed and sealed copy of
the study.
CDOT INTERNAL USE ONLY
Review Comments
Revise and Resubmit
Engineer Signature/Date Approved
Based on the site plan and google travel times it was assumed that 95% of site generated
traffic would use CR 114 to access State highway 82 and 5% would use CR 115. At the
intersection with SH 82, it was assumed 65% would go north towards Glenwood and the
30% would go south towards Carbondale. See attached directional distribution map.
75% 0%
0%
#210-Single Family Detached Housing, #220-Multifamily Housing (low-rise), #411-Public
Park, #851-Convenience Store, #430-Golf Course, #936-Coffee Shop w/out Drive Through,
#466-Snow Ski Area, #932-High Turnover (Sit-Down Restaurant). View Trip Gen attached.
No multi-modal reduction will be used due to the project site being separated from other
local stores and attractions. 2 ADT locations (one near CMC, other near SH82 intersection,
location to be coordinated with Garfield County)
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Full Time Full Time
Seasonal Seasonal
Part Time Part Time
Total FT + Seasonal
Total
Tuhaye
SVR
1.386
75
SVR Employee Housing 17
26 # Non-SVR Employee Living on Site 87
135 Total People Comuting to and from work 222
26 SVR employees get on-site housing, 135 SVR employees don’t get on-site
housing and will have to commute to work. 16% of SVR employees live on site and
84% live off site. 87 non-SVR employees will live on-site and will commute to their
jobs daily, therefore you have 222 employees generating off-site trips (73 SVR +
26 non-SVR).
SVR On-Site Employee Calculations
On Site Employee Housing Units
Assume 17 of 75 Housing Units are for SVR Employees
Assume 1.5 employees per housing unit
133
# SVR Employees Living off-site
# SVR Employees Living on Site
# Dwelling Units
800
577
% Difference
124
61
38
223
160
Tuhaye Employee Count SVR Employee Count
89
44
27
Internal Capture Rate Calculations
Assume a land use generates 100 trips/day
Approximatley 75% of trips generated will be from residents/users
The other 25% of trips generated will be from SVR employees or deliveries
1) 100 Trips/Day x 25% Employees & Deliveries = 25 trips/day for employees and deliveries
2) 25 trips/day x 16% (SVR employees living on-site) = 4 trips/day
25 trips/day x 84% (SVR employees living off-site & deliveries) = 21 trips/day
3) 21 of the 100 trips/day are from SVR employees living off-site and deliveries
79 of the 100 trips/day are from internal users (residents/customers/Users)
4) 79/100 = 79% internal capture rate. Round up to 80%
21/100 = 21% external trip rate. Round to 20%
Of the 25% of trips generated from SVR employees and deliveries,
approximately 16% will be from SVR employees living on-site. The other
84% will be from the employees living off-site and the deliveries.
The 55% and 45% came from the SVR employee calculations.
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tĞĞŬĚĂLJ
DŽƌŶŝŶŐWĞĂŬ,ŽƵƌ ǀĞŶŝŶŐWĞĂŬ,ŽƵƌ ^ĂƚƵƌĚĂLJWĞĂŬ,ŽƵƌ
dĂďůĞϭͲWƌŽũĞĐƚEĂŵĞ
WƌŽũĞĐƚdƌŝƉ'ĞŶĞƌĂƚŝŽŶ
ƐƚŝŵĂƚĞĚWƌŽũĞĐƚͲ'ĞŶĞƌĂƚĞĚdƌĂĨĨŝĐ1
/d ŽĚĞ Ƌ͘
ŽĞĨ ǀ
Ő
͘
tĞ
Ğ
Ŭ
Ě
Ă
LJ
D
W
Ğ
Ă
Ŭ
,Ž
Ƶ
ƌ
WD
W
Ğ
Ă
Ŭ
,Ž
Ƶ
ƌ
^Ă
ƚ
͘
WĞ
Ă
Ŭ
,
Ž
Ƶ
ƌ
dƌŝƉƐ
;sWͿ
й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϯ͘ϱ <^& Ăс ϲϯ͘ϲϲ ϰ͘ϱϭ ϳ͘ϰϮ ϯ͘ϴϲ ϮϮϯ ϱϬй ϴ ϱϬй ϴ ϱϬй ϭϯ ϱϬй ϭϯ ϰϴй ϳ ϱϮй ϴ
ďс
dLJƉĞ
ϱ ĐƌĞƐ Ăс Ϭ͘ϲϰ Ϭ͘Ϭϱ Ϭ͘Ϭϴ Ϭ͘ϮϬ ϵϮ ϲϯй ϵ ϯϳй ϱ ϰϬй ϳ ϲϬй ϭϬ ϱϱй ϭϱ ϰϱй ϭϮ
ďс ϴϴ͘ϰϲ ϭϮ͘ϲϳ ϭϱ͘ϯϲ Ϯϲ͘ϰϬ
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϭ <^& Ăс ϭϬϯ͘ϵϰ ϭϮ͘ϯϴ ϭϱ͘ϭϭ ϱ͘ϯϯ ϭϬϰ ϰϵй ϳ ϱϭй ϳ ϱϭй ϴ ϰϵй ϴ ϱϱй ϯ ϰϱй ϯ
ďс
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϭ <^& Ăс ϭϰ͘ϯϵ Ϯ͘ϲϭ ϯ͘ϭϱ ϯ͘ϭϱ ϭϰ ϲϬй Ϯ ϰϬй Ϯ ϰϮй Ϯ ϱϴй Ϯ ϰϮй Ϯ ϱϴй Ϯ
ďс
Ͳϳϱй ͲϯϮϱ ͲϮϬ Ͳϭϳ ͲϮϯ ͲϮϱ ͲϮϬ Ͳϭϵ
ϭϬϴϲϱϳϴϳϲ
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϭϴ ,ŽůĞƐ Ăс ϯϬ͘ϯϴ Ϯ͘ϵϲ ϯ͘ϲϴ ϯ͘Ϭϯ ϱϰϳ ϱϮй Ϯϴ ϰϴй Ϯϲ ϰϳй ϯϭ ϱϯй ϯϱ ϰϵй Ϯϳ ϱϭй Ϯϴ
ďс
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϭϮ ,ŽůĞƐ Ăс ϯϬ͘ϯϴ Ϯ͘ϵϲ ϯ͘ϲϴ ϯ͘ϲϴ ϯϲϱ ϱϮй ϭϴ ϰϴй ϭϳ ϰϳй Ϯϭ ϱϯй Ϯϯ ϰϳй Ϯϭ ϱϯй Ϯϯ
ďс
dLJƉĞ
ϭϬ h Ăс Ϭ͘ϵϮ Ϭ͘ϳϭ Ϭ͘ϵϯ Ϭ͘ϴϲ ϭϮϭ Ϯϲй ϰ ϳϰй ϭϭ ϲϰй ϴ ϯϲй ϱ ϱϰй ϭϬ ϰϲй ϵ
ďс Ϯ͘ϲϴ ϳ͘Ϯϯ Ϭ͘ϯϲ ϵ͘ϳϮ
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϭϳ <^& Ăс ϲϯ͘ϲϬ ϯ͘ϰϬ ϲ͘ϯϲ ϴ͘ϲϬ ϭ͕Ϭϴϭ ϱϴй ϯϰ ϰϮй Ϯϰ ϲϯй ϲϴ ϯϳй ϰϬ ϰϵй ϳϮ ϱϭй ϳϱ
ďс
dLJƉĞ E E E E
ϱ <^& Ăс Ϭ͘ϬϬ Ϭ͘ϬϬ Ϭ͘ϬϬ Ϭ͘ϬϬ ϱϬ ϱϬй ϱ ϱϬй ϱ ϱϬй ϱ ϱϬй ϱ ϱϬй ϱ ϱϬй ϱ
ďс Ϭ͘ϬϬ Ϭ͘ϬϬ Ϭ͘ϬϬ Ϭ͘ϬϬ
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϭϮ <^& Ăс Ϯϴ͘ϴϮ ϭ͘ϴϱ Ϯ͘ϱϯ ϭ͘Ϭϳ ϯϰϲ ϲϯй ϭϰ ϯϳй ϵ ϰϳй ϭϰ ϱϯй ϭϲ ϱϰй ϳ ϰϲй ϲ
ďс
ͲϴϬй ͲϮ͕ϬϬϴ ͲϴϮ Ͳϳϰ Ͳϭϭϴ Ͳϵϵ Ͳϭϭϰ Ͳϭϭϳ
ϱϬϮ Ϯϭ ϭϴ Ϯϵ Ϯϱ Ϯϴ Ϯϵ
dLJƉĞ
ϭϮ <^& Ăс Ϭ͘ϳϰ Ϭ͘ϲϳ Ϯ͘ϬϬ Ϯ͘ϬϬ ϵϲ ϴϰй ϭϵ ϭϲй ϰ ϭϴй ϱ ϴϮй Ϯϯ ϭϴй ϱ ϴϮй Ϯϯ
ďс Ϯ͘ϳϯ ϭ͘ϰϰ ϯ͘ϰϵ ϯ͘ϰϵ
ͲϮϱй ͲϮϰ ͲϱͲϭͲϭͲϲͲϭͲϲ
ϳϮ ϭϰ ϯ ϰ ϭϳ ϰ ϭϳ
EŽƚĞƐ͗
ϭsĂůƵĞƐŽďƚĂŝŶĞĚĨƌŽŵdƌŝƉ'ĞŶĞƌĂƚŝŽŶ͕ϭϭƚŚ ĚŝƚŝŽŶ͕/ŶƐƚŝƚƵƚĞŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶ ŶŐŝŶĞĞƌƐ͕^ĞƉƚĞŵďĞƌϮϬϮϭ͘
ϮhсǁĞůůŝŶŐhŶŝƚƐ͕Ŭ^&сϭ͕ϬϬϬ^ƋƵĂƌĞ&ĞĞƚ
ϯ&ŝƚƚĞĚĐƵƌǀĞĞƋƵĂƚŝŽŶƐĨƌŽŵ/d >ĂŶĚhƐĞƐͲ ƋƵĂƚŝŽŶdLJƉĞŝƐdсĂΎyнď͕ ƋƵĂƚŝŽŶdLJƉĞŝƐ>Ŷ;dͿсĂΎ>Ŷ;yͿнď͕ZĂƚĞŝƐdсĂΎy
/ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ
͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲWƵďůŝĐŽŵŵĞƌŶĐĞŵĞŶŝƚLJ
͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲůƵƵƐĞsŝůůĂŐĞ
ηϰϯϬͲ'ŽůĨŽƵƌƐĞ
͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲDĞƚƌŽŝƐƚƌŝĐƚͬŽƌƉŽƌĂƚŝŽŶzĂƌĚ
ηϭϳϬͲhƚŝůŝƚLJ
͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲDĞƚƌŽŝƐƚƌŝĐƚ
ηϰϯϬͲ'ŽůĨŽƵƌƐĞ;WĂƌϯ
ŽƵƌƐĞͿ
hŶŝƚƐϮ
͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲWƵďůŝĐŽŵŵĞƌĐĞŵĞŶŝƚLJ
ηϴϭϰͲsĂƌŝĞƚLJ^ƚŽƌĞ
ηϰϭϭͲWƵďůŝĐWĂƌŬ
/d dƌŝƉ'ĞŶĞƌĂƚŝŽŶ ƋƵĂƚŝŽŶϯ
ǀĞƌĂŐĞ
tĞĞŬĚĂLJ
ηϳϯϮͲh͘^WŽƐƚKĨĨŝĐĞ
ηϳϭϮͲ^ŵĂůůKĨĨŝĐĞƵŝůĚŝŶŐ
/ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ
DŽƌŶŝŶŐWĞĂŬ,ŽƵƌ ǀĞŶŝŶŐWĞĂŬ,ŽƵƌ ^ĂƚƵƌĚĂLJWĞĂŬ,ŽƵƌ
/ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ
/ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ
͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲůƵƵƐĞ
ηϮϭϬͲ^ŝŶŐůĞ&ĂŵŝůLJĞƚĂĐŚĞĚ
;&Žƌ>ŽĚŐŝŶŐhƐĞͿ
ηϰϵϯͲƚŚůĞƚŝĐůƵď
&ŝƌĞ^ƚĂƚŝŽŶ
ηϰϵϱͲZĞĐƌĞĂƚŝŽŶĂůŽŵŵƵŶŝƚLJ
ĞŶƚĞƌ;&ĂŵŝůLJĂƌŶͿ
dĂďůĞϭͲWƌŽũĞĐƚEĂŵĞ
WƌŽũĞĐƚdƌŝƉ'ĞŶĞƌĂƚŝŽŶ
ƐƚŝŵĂƚĞĚWƌŽũĞĐƚͲ'ĞŶĞƌĂƚĞĚdƌĂĨĨŝĐ1
/d ŽĚĞ Ƌ͘
ŽĞĨ ǀ
Ő
͘
tĞ
Ğ
Ŭ
Ě
Ă
LJ
D
W
Ğ
Ă
Ŭ
,Ž
Ƶ
ƌ
WD
W
Ğ
Ă
Ŭ
,Ž
Ƶ
ƌ
^Ă
ƚ
͘
WĞ
Ă
Ŭ
,
Ž
Ƶ
ƌ
dƌŝƉƐ
;sWͿ
й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ й
dƌŝƉƐ dƌŝƉƐ
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϲ͘ϱ <^& Ăс ϯϵ͘ϮϬ ϭ͘ϰϬ ϯ͘ϵϮ ϯ͘ϭϵ Ϯϱϱ ϰϲй ϱ ϱϰй ϱ ϱϮй ϭϯ ϰϴй ϭϮ ϰϵй ϭϬ ϱϭй ϭϭ
ďс
ͲϴϬй ͲϮϬϰ Ͳϰ Ͳϰ ͲϭϬ ͲϭϬ Ͳϴ Ͳϵ
ϱϭ ϭϭϯϮϮϮ
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϯ ^Ŭŝ>ŝĨƚƐ Ăс ϯϯϳ͘ϳϬ Ϯϰ͘ϲϯ ϯϯ͘ϳϳ ϳϲ͘Ϯϯ ϭ͕Ϭϭϯ ϵϳй ϳϮ ϯй ϯ ϭϮй ϭϮ ϴϴй ϴϵ Ϯϴй ϲϰ ϳϮй ϭϲϱ
ďс
ͲϴϬй ͲϴϭϬ Ͳϱϴ ͲϮ ͲϭϬ Ͳϳϭ Ͳϱϭ ͲϭϯϮ
ͲϭϬй ͲϮϬ ͲϮͲϭͲϭͲϮͲϮͲϰ
ϭϴϯ ϭϮ Ϭ ϭ ϭϲ ϭϭ Ϯϵ
dLJƉĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ ZĂƚĞ
ϰ <^& Ăс ϴϯ͘ϴϰ ϰ͘ϰϳ ϴ͘Ϯϴ ϭϬ͘ϲϴ ϯϯϱ ϴϬй ϭϰ ϮϬй ϰ ϲϭй ϮϬ ϯϵй ϭϯ ϱϵй Ϯϱ ϰϭй ϭϴ
ďс
ͲϲϬй ͲϮϬϭ Ͳϴ ͲϮ ͲϭϮ Ͳϴ Ͳϭϱ Ͳϭϭ
ϭϯϰ ϲ Ϯ ϴ ϱ ϭϬ ϳ
dLJƉĞ
ϭϱ ĐƌĞƐ Ăс Ϭ͘ϲϰ Ϭ͘Ϭϱ Ϭ͘Ϭϴ Ϭ͘ϮϬ ϵϴ ϲϯй ϵ ϯϳй ϱ ϰϬй ϳ ϲϬй ϭϬ ϱϱй ϭϲ ϰϱй ϭϯ
ďс ϴϴ͘ϰϲ ϭϮ͘ϲϳ ϭϱ͘ϯϲ Ϯϲ͘ϰϬ
ͲϴϬй Ͳϳϴ Ͳϳ Ͳϰ Ͳϲ Ͳϴ Ͳϭϯ ͲϭϬ
ϮϬ ϮϭϭϮϯϯ
ϭ͕ϬϳϬ ϲϮ ϯϬ ϱϯ ϳϱ Ϯϲ ϰϭ
ϰ͕ϲϯϯ ϭϬϴ ϯϬϲ ϯϭϲ ϭϴϬ ϮϮϭ ϮϮϲ
ϱ͕ϳϬϯ ϭϳϬ ϯϯϲ ϯϲϵ Ϯϱϱ Ϯϰϳ Ϯϲϳ
EŽƚĞƐ͗
ϭsĂůƵĞƐŽďƚĂŝŶĞĚĨƌŽŵdƌŝƉ'ĞŶĞƌĂƚŝŽŶ͕ϭϭƚŚ ĚŝƚŝŽŶ͕/ŶƐƚŝƚƵƚĞŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶ ŶŐŝŶĞĞƌƐ͕^ĞƉƚĞŵďĞƌϮϬϮϭ͘
ϮhсǁĞůůŝŶŐhŶŝƚƐ͕Ŭ^&сϭ͕ϬϬϬ^ƋƵĂƌĞ&ĞĞƚ
ϯ&ŝƚƚĞĚĐƵƌǀĞĞƋƵĂƚŝŽŶƐĨƌŽŵ/d >ĂŶĚhƐĞƐͲ ƋƵĂƚŝŽŶdLJƉĞŝƐdсĂΎyнď͕ ƋƵĂƚŝŽŶdLJƉĞŝƐ>Ŷ;dͿсĂΎ>Ŷ;yͿнď͕ZĂƚĞŝƐdсĂΎy
dŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐ
&͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲtĞƐƚZŝĚŐĞŵĞŶŝƚLJ
^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲ;͕Ϳ
'͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲDŽƵŶƚĂŝŶdĞƌƌĂŝŶWĂƌŬŵĞŶŝƚLJ
/ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ
^ƵďƚŽƚĂůWƌŽƉŽƐĞĚEĞǁdƌŝƉƐ;͕͕ ͕&͕'͕,͕/Ϳ
hŶŝƚƐϮ
/d dƌŝƉ'ĞŶĞƌĂƚŝŽŶ ƋƵĂƚŝŽŶϯ
ǀĞƌĂŐĞ
tĞĞŬĚĂLJ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ
DŽƌŶŝŶŐWĞĂŬ,ŽƵƌ ǀĞŶŝŶŐWĞĂŬ,ŽƵƌ ^ĂƚƵƌĚĂLJWĞĂŬ,ŽƵƌ
&͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲtĞƐƚZŝĚŐĞŵĞŶŝƚLJ
ηϰϵϮͲ,ĞĂůƚŚͬ&ŝƚŶĞƐƐůƵď
/ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ
/͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲƐƉĞŶZŝĚŐĞWĂƌŬŵĞŶŝƚLJ
ηϰϭϭͲWƵďůŝĐWĂƌŬ
/ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ
/͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲƐƉĞŶZŝĚŐĞ
ηϰϲϲͲ^ŶŽǁ^ŬŝƌĞĂ
/ŶƚĞƌŶĂůdƌŝƉZĞĚƵĐƚŝŽŶ
,͘WƌŽƉŽƐĞĚ>ĂŶĚhƐĞͲEŽƌƚŚDŽƵŶƚĂŝŶWĂƌŬŵĞŶŝƚLJ
ηϵϯϭͲ&ŝŶĞŝŶŝŶŐZĞƐƚĂƵƌĂŶƚ
^ŬŝͲ/Ŷ^ŬŝͲKƵƚdƌŝƉZĞĚƵĐƚŝŽŶ
'͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲDŽƵŶƚĂŝŶdĞƌƌĂŝŶ
,͘^ƵďƚŽƚĂůͲWƌŽƉŽƐĞĚEĞǁdƌŝƉƐͲEŽƌƚŚDŽƵŶƚĂŝŶ
Monthly Summary Data
CDOT OTIS Station ID 000214, ON SH 82, GLEN AVE S/O BLAKE AVE, GLENWOOD SPRINGS
CALYR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
2022 24413 25103 25534 26301 27298 28228 28481 28586 28339 27382 25624 24685
2021 22534 23360 24863 26000 27154 29065 28564 27888 27929 26946 24975 23989
2020 23732 23818 19530 15080 21526 24775 25592 24845 26241 25786 22462 22231
2019 22045 22387 22885 23892 24283 25402 25858 25648 25266 26224 24326 23900
2018 23365 23237 24444 24974 25824 26106 25420 25235 24793 23781 22025 21717
2017 22576 23590 24797 25270 25389 27223 27128 23295 21072 21144 22774 23736
2016 22629 22949 23948 24786 25563 27086 27406 27089 27051 25737 23475 23145
2015 22134 22151 23508 23842 24174 26460 27049 26201 26455 25224 22799 22782
2014 20312 20646 21761 22204 22727 24366 25318 24725 24859 23947 20843 21677
2013 20065 20137 20483 20986 21928 22998 23938 23718 22993 22538 20564 19880
2012 19531 19709 20760 20884 21349 22956 23301 23793 22904 22152 20404 19386
2011 19557 19445 20557 20174 20612 22241 23089 23255 23149 21614 19952 20194
2010 20137 20140 20998 20777 21017 23097 24447 24073 24005 21863 21239 20097
2009 21638 22319 22144 22424 22912 24701 25134 24300 24150 22561 19785 20400
2008 23112 23324 24444 24929 25006 26191 26580 26231 25768 25323 22664 22140
2007 20956 23067 24472 24836 25605 26598 26724 27227 26754 25724 24328 22715
2006 21346 22174 22476 23410 23967 25736 25747 25967 25854 24205 22466 22424
2005 21024 21907 22544 22652 22997 24963 25564 25465 24352 23362 22362 21578
2004 21061 21761 22242 21886 24336 24937 24743 24373 22921 21363 21829
2003 20521 20586 20471 20691 21234 23811 24859 23899 23188 22506 19602 20525
2002 23173 22975 20658 20815
2001 20369 20980 22123 22774 23131 24161 24315 25555 24094
2000 18546 20063 20881 21592 22350 24926 24236 24569 23737 22778 20828 20217
1999 17820 19049 20071 20246 20259 22756 23208 22999 22652 21438 19915 19502
Average 21,289 21,791 22,411 22,651 23,400 25,138 25,517 25,187 24,715 23,832 21,975 21,720
Seasonal Adjustment Factors
CDOT OTIS Station ID 000214, ON SH 82, GLEN AVE S/O BLAKE AVE, GLENWOOD SPRINGS
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
21,289 21,791 22,411 22,651 23,400 25,138 25,517 25,187 24,715 23,832 21,975 21,720
Jan 21,289 1.00 1.02 1.05 1.06 1.10 1.18 1.20 1.18 1.16 1.12 1.03 1.02
Feb 21,791 0.98 1.00 1.03 1.04 1.07 1.15 1.17 1.16 1.13 1.09 1.01 1.00
Mar 22,411 0.95 0.97 1.00 1.01 1.04 1.12 1.14 1.12 1.10 1.06 0.98 0.97
Apr 22,651 0.94 0.96 0.99 1.00 1.03 1.11 1.13 1.11 1.09 1.05 0.97 0.96
May 23,400 0.91 0.93 0.96 0.97 1.00 1.07 1.09 1.08 1.06 1.02 0.94 0.93
Jun 25,138 0.85 0.87 0.89 0.90 0.93 1.00 1.02 1.00 0.98 0.95 0.87 0.86
Jul 25,517 0.83 0.85 0.88 0.89 0.92 0.99 1.00 0.99 0.97 0.93 0.86 0.85
Aug 25,187 0.85 0.87 0.89 0.90 0.93 1.00 1.01 1.00 0.98 0.95 0.87 0.86
Sep 24,715 0.86 0.88 0.91 0.92 0.95 1.02 1.03 1.02 1.00 0.96 0.89 0.88
Oct 23,832 0.89 0.91 0.94 0.95 0.98 1.05 1.07 1.06 1.04 1.00 0.92 0.91
Nov 21,975 0.97 0.99 1.02 1.03 1.06 1.14 1.16 1.15 1.12 1.08 1.00 0.99
Dec 21,720 0.98 1.00 1.03 1.04 1.08 1.16 1.17 1.16 1.14 1.10 1.01 1.00
Monthly Summary Data from CDOT OTIS:
https://dtdapps.coloradodot.info/otis/TrafficData#ui/1/0/1/station/000214/criteria/082A/0/85.293/false/true/
Data Retrieved on January 31, 2023
www.idaxdata.com
to
to
Three-Hour Count Summaries
Note: For all three-hour count summary, see next page.
Total
1
2
0
2
5Peak Hour 10 12 28 72 122 0 0 0 0 0 1 2 1 1
8:30 AM
8:00 AM
8:15 AM 0 0
0 4 13 15 32 0 0 0 0 0 1 0
7:45 AM 0 0 0 0
1 4 8 16 29 0 0 0 0 0 0 0
1 0
2 2 5 22 31 0 0 1 0 0
7 2 2 19 30 0 0 0 0 0 0 1 0 1
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total EB WB NB SB Total East West North South
2 122 0
HV%-5%5%4%-1%7%8%0%4%4%9%-2%4%4%4%0
Peak
Hour
All 0 20 43 183 0 84 57 83 3 57 579 35 0 191 1,532
2 23 3 0 3 67
51 2,918 0
HV 0 1 2 7 0 1 4 7 0
0
0
0
717 0
8:30 AM 6 7 33 0 17 9 25 0 16 145 16 0 54 393 16 737 2,918
8:15 AM 2 12 37 0 18 9 15 1 12 154 5 0 47 395 10
755 0
8:00 AM 7 14 53 0 25 19 24 0 10 132 7 0 51 354 13 709 0
7:45 AM 0 5 10 60 0 24 20 19 2 19 148 7 0 39 390 12
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
Total
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
Date: 10/20/2022
Peak Hour Count Period: 6:00 AM 9:00 AM
SB 4.1%0.96
TOTAL 4.2%0.97
WB 5.4%0.82
NB 4.2%0.95
Peak Hour: 7:45 AM 8:45 AM
HV %:PHF
EB 4.1%0.82
0
0
0
0 0 0
000
0
0
0
1
1
2 1
N
SH 82
SH 154
Spring Valley Rd
SH
8
2
SH 154
SH
8
2
2,918TEV:
0.97PHF:
51 1,
5
3
2
19
1
1,
7
7
4
68
2
0
83
57
84
224
2690
35
57
957
67
4
1,
8
0
2
3
183
43
20
246
165 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
4
6
0
1
5
2
1
2
0
2
0
23
51000121
11 3
Peak Hour 10 12 28 72 122 0 0
0 0 0 0 7 2Count Total 13 34 56 164 267 0
0 0 00000008:45 AM 1 3 7 15 26
0 0 1 0 1 0
0
8:30 AM 0 4 13 15 32 0 0 0
0 0 0 0 0 0
0 1
8:15 AM 1 4 8 16 29 0 0
0 0 0 0 0 1
1 0 0
8:00 AM 7 2 2 19 30 0
0 0 0 0 0 07:45 AM 2 2 5 22 31
0 0 1 0 1 0
1
7:30 AM 1 4 2 19 26 0 0 0
0 0 0 2 0 2
1 0
7:15 AM 1 4 5 9 19 0 0
0 0 0 0 0 0
0 0 0
7:00 AM 0 3 1 13 17 0
0 0 0 0 0 0
0 4 0
1
6:30 AM 0 0 1 10 11 0 0 0
0 0 0 1 0 2
8 14 0
EB WB NB SB Total East
6:45 AM 0 4 3 12 19
0 0 2
0%4%4%HV%-5%5%4%-
0 0
6:15 AM 0 3 4 6 13 0 0
0 0 0 0 0 0
West North South
6:00 AM 0 1 5
1
57 579 35 0 191 1,53218308457833
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
9%-2%4%4%4%1%7%8%
Peak
Hour
All 0 20 43
198 12 133 1,179 75 1
0 3 67 2 122 04702233
51 2,918 0
HV 0 1 2 7 0
Count Total 0 42 89 459 0 256 117 442 4,325 161 7,489 0
688 2,8511401713636612026818318
54 393 16 737 2,918
8:45 AM 0 5 10 28
25 0 16 145 16 0
717 2,849
8:30 AM 0 6 7 33 0 17 9
154 5 0 47 395 10018915112
51 354 13 709 2,702
8:15 AM 0 2 12 37
24 0 10 132 7 0
755 2,493
8:00 AM 0 7 14 53 0 25 19
148 7 0 39 390 120242019219
31 361 12 668 2,378
7:45 AM 0 5 10 60
25 0 22 121 1 0
570 2,286
7:30 AM 0 5 5 51 0 25 9
96 2 0 25 334 702051815
27 296 15 500 2,231
7:15 AM 0 0 7 50
16 3 8 63 3 0
640 2,145
7:00 AM 0 5 4 25 0 27 8
63 5 0 40 405 20022101928
38 393 17 576 0
6:45 AM 0 2 8 36
9 0 5 41 5 0
515 0
6:30 AM 0 3 6 28 0 22 9
38 5 0 27 360 110178605
27 278 16 414 0
6:15 AM 0 1 5 32
4 0 5 38 2 06:00 AM 0 1 1 26 0 13 3
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
TotalUTLTTHRTTHRT
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0
0 0
0 0 0
0 0 0
0 0
0 0 00
0 0 0
0 0 0
0 0 0
0 0 0
000 0 0 0
000 0 0 0
0000
0
0
0
00
0
THLT
00000000
0
00
0
0
0 0 0
0 0 0
0
THLT
0000000
0 00000
0 0
0 0
Peak Hour
0 0Count Total
0
00000
0 0
8:45 AM
0 0 0 0
0 0 0
0 0 0 0 0 0
0 0
0
8:30 AM
0000000
0 0
8:15 AM
0 0 0
0
8:00 AM
0000000
0 0 0
0 0 0
0
0
0 0
7:45 AM
0 0 0 0
0
7:30 AM
0000000
0 0
7:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0
7:00 AM
0000
0 0
6:45 AM
0 0 0 0
0
6:30 AM
00000006:15 AM 0
0 0
0 0 0
0 06:00 AM
RT
122 0
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
Total
Rolling
One Hour
23 3 0 3 67 2014702
RTTHLT RTTHLTRT
6 156 2 267 0
Peak Hour 0 1 2 7
19 0 3 49 4 0Count Total 0 2 2 9 0 6 9
26 1176001140001201
0 15 0 32 122
8:45 AM 0 1 0 0
3 0 1 9 3 0
29 116
8:30 AM 0 0 0 0 0 0 1
8 0 0 2 14 0011200
1 16 2 30 106
8:15 AM 0 0 0 1
1 0 0 2 0 0
31 93
8:00 AM 0 1 2 4 0 0 1
4 0 0 0 22 0001101
0 19 0 26 81
7:45 AM 0 0 0 2
2 0 0 2 0 0
19 66
7:30 AM 0 0 0 1 0 0 2
5 0 0 1 8 0020200
0 13 0 17 60
7:15 AM 0 0 0 1
2 0 0 1 0 0
19 57
7:00 AM 0 0 0 0 0 1 0
2 1 0 0 12 0011200
0 10 0 11 0
6:45 AM 0 0 0 0
0 0 0 1 0 0
13 0
6:30 AM 0 0 0 0 0 0 0
4 0 0 0 6 0001200
1 7 0 14 0
6:15 AM 0 0 0 0
0 0 0 5 0 0
TH RT
6:00 AM 0 0 0 0 0 1 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
Total
Rolling
One HourEastboundWestbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
2
4
3
9
11
6
8
1
44
1810110134
5 5
Peak Hour 0 1 10 15 26 0 0
0 0 1 1 0 34Count Total 0 2 22 24 48 0
1 0 000000012:45 PM 0 0 2 2 4
0 0 0 4 0 4
0
12:30 PM 0 0 4 2 6 0 0 0
0 0 0 0 6 0
1 0
12:15 PM 0 0 3 4 7 0 0
0 0 0 0 0 10
6 3 0
12:00 PM 0 1 3 1 5 0
0 0 0 0 0 0
3 0 0
0
11:30 AM 0 0 2 3 5 0 0 0
0 1 1 0 4 0
6 9 0
EB WB NB SB Total East
11:45 AM 0 0 3 3 6
0 0 0
0%0%1%HV%-0%0%0%-
1 1
11:15 AM 0 0 3 3 6 0 0
0 0 0 0 0 0
West North South
11:00 AM 0 1 2
0
40 679 71 0 133 655530622417626
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%-1%2%0%1%0%0%1%
Peak
Hour
All 0 22 16
343 42 92 1,399 127 0
0 1 14 0 26 00100100
26 1,983 0
HV 0 0 0 0 0
Count Total 0 49 38 86 0 133 41 253 1,275 44 3,922 0
498 1,93918915022159501645159
33 169 6 527 1,946
12:45 PM 0 7 6 10
46 3 8 196 18 0
481 1,944
12:30 PM 0 10 5 5 0 27 1
162 14 0 36 166 4013543416
29 126 3 433 1,927
12:15 PM 0 7 3 8
27 4 19 173 9 0
505 1,983
12:00 PM 0 3 8 10 0 15 7
175 22 0 39 173 70107361010
27 170 7 525 0
11:45 AM 0 5 1 10
42 6 13 200 12 0
464 0
11:30 AM 0 7 5 14 0 19 3
141 15 0 32 161 601955437
35 151 6 489 0
11:15 AM 0 3 4 14
44 7 10 163 22 011:00 AM 0 7 6 15 0 14 9
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
TotalUTLTTHRT
Date: 10/22/2022
Peak Hour Count Period: 11:00 AM 1:00 PM
SB 1.8%0.93
TOTAL 1.3%0.94
TH RT
WB 0.4%0.84
NB 1.2%0.88
Peak Hour: 11:00 AM 12:00 PM
HV %:PHF
EB 0.0%0.81
0
0
0
0 0 1
000
0
0
0
4
1
13 0
N
SH 82
SH 154
Spring Valley Rd
SH
8
2
SH 154
SH
8
2
1,983TEV:
0.94PHF:
26 65
5
13
3
81
4
87
7
0
176
24
62
262
2200
71
67
940
81
6
79
6
26
53
16
22
91
90 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0
0 0 0
0 0 0
0 0 0
0 0 0
000 0 0 0
000 0 0 0
0000
0
0
0
00
0
THLT
00000000
0
00
0
0
0 0 0
0 0 0
0
THLT
1010000
1 00000
0 0
0 0
Peak Hour
1 0Count Total
0
000000000
0 0
12:45 PM
0 0 0 0
0
12:30 PM
0000000
0 1
12:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1
12:00 PM
0000
0 0
11:45 AM
0 0 0 0
0
11:30 AM
101000011:15 AM 0
0 0
0 0 0
0 011:00 AM
RT
26 0
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
Total
Rolling
One Hour
10 0 0 1 14 0000100
RTTHLT RTTHLTRT
1 23 0 48 0
Peak Hour 0 0 0 0
2 0 0 21 1 0Count Total 0 0 0 0 0 0 0
4 22200020000000
0 2 0 6 24
12:45 PM 0 0 0 0
0 0 0 3 1 0
7 23
12:30 PM 0 0 0 0 0 0 0
3 0 0 0 4 0000000
0 1 0 5 22
12:15 PM 0 0 0 0
1 0 0 3 0 0
6 26
12:00 PM 0 0 0 0 0 0 0
3 0 0 0 3 0000000
0 3 0 5 0
11:45 AM 0 0 0 0
0 0 0 2 0 0
6 0
11:30 AM 0 0 0 0 0 0 0
3 0 0 0 3 0000000
1 5 0 9 0
11:15 AM 0 0 0 0
1 0 0 2 0 0
TH RT
11:00 AM 0 0 0 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
Total
Rolling
One HourEastboundWestbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
4
3
11
6
6
3
5
11
49
2060114100
2 18
Peak Hour 1 5 26 12 44 0 0
1 0 4 6 8 21Count Total 4 13 56 36 109 1
4 0 50003325:45 PM 0 1 5 2 8
0 0 2 2 0 1
1
5:30 PM 1 0 5 4 10 0 0 0
0 0 0 0 2 0
0 3
5:15 PM 0 1 6 3 10 0 0
0 0 0 0 1 2
4 0 1
5:00 PM 0 3 7 4 14 0
0 0 0 1 1 1
6 0 5
0
4:30 PM 1 2 12 9 24 0 0 0
0 0 1 2 0 1
8 17 1
EB WB NB SB Total East
4:45 PM 0 1 8 1 10
0 0 0
0%0%2%HV%-0%2%0%-
1 2
4:15 PM 1 1 9 5 16 0 1
0 0 0 1 0 1
West North South
4:00 PM 1 4 4
0
122 1,652 76 1 97 69162077482647
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%0%2%1%0%1%0%2%2%
Peak
Hour
All 0 40 50
460 19 231 3,141 140 3
0 2 10 0 44 01400260
27 3,214 0
HV 0 0 1 0 0
Count Total 0 82 72 131 0 127 80 197 1,358 54 6,095 0
699 3,1733661701514780101266126
15 174 8 802 3,214
5:45 PM 0 13 4 14
63 4 33 416 16 0
831 3,159
5:30 PM 0 10 11 19 0 16 17
407 20 0 38 172 80261360237
20 191 4 841 3,053
5:15 PM 0 12 19 17
75 1 30 439 20 0
740 2,922
5:00 PM 0 12 6 14 0 22 7
390 20 1 24 154 70131166022
36 171 4 747 0
4:45 PM 0 6 14 12
49 5 23 381 25 0
725 0
4:30 PM 0 7 7 16 0 18 5
377 10 2 23 172 6013637338
26 177 9 710 0
4:15 PM 0 15 6 17
44 3 22 365 12 04:00 PM 0 7 5 22 0 9 9
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
TotalUTLTTHRT
Date: 10/20/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.5%0.94
TOTAL 1.4%0.96
TH RT
WB 1.3%0.94
NB 1.4%0.95
Peak Hour: 4:45 PM 5:45 PM
HV %:PHF
EB 0.7%0.79
0
0
0
0 1 0
000
0
0
0
0
6
10 4
N
SH 82
SH 154
Spring Valley Rd
SH
8
2
SH 154
SH
8
2
3,214TEV:
0.96PHF:
27 69
1
97
81
6
1,
9
5
7
1
264
48
77
389
2230
76
1,
6
5
2
12
2
1,
8
5
7
83
7
7
62
50
40
152
197 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0
0 1 0
0 0 0
0 0 0
0 0 0
000 0 0 0
010 0 1 0
0010
0
0
0
00
0
THLT
00000000
0
00
0
0
0 0 0
0 1 0
0
THLT
1001000
6 00000
0 0
0 3
Peak Hour
0 4Count Total
0
330000000
0 1
5:45 PM
0 0 0 0
1
5:30 PM
0000000
0 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
3
5:00 PM
1000
0 0
4:45 PM
0 0 0 0
0
4:30 PM
10000004:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
44 0
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
Total
Rolling
One Hour
26 0 0 2 10 0001400
RTTHLT RTTHLTRT
6 30 0 109 0
Peak Hour 0 0 1 0
10 0 0 56 0 0Count Total 0 1 1 2 0 2 1
8 42500020000100
0 4 0 10 44
5:45 PM 0 0 0 0
0 0 0 5 0 0
10 58
5:30 PM 0 0 1 0 0 0 0
6 0 0 2 1 0000100
0 4 0 14 64
5:15 PM 0 0 0 0
2 0 0 7 0 0
10 67
5:00 PM 0 0 0 0 0 0 1
8 0 0 0 1 0000100
1 8 0 24 0
4:45 PM 0 0 0 0
0 0 0 12 0 0
16 0
4:30 PM 0 0 0 1 0 2 0
9 0 0 2 3 0000100
1 7 0 17 0
4:15 PM 0 1 0 0
4 0 0 4 0 0
TH RT
4:00 PM 0 0 0 1 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
SH 154 Spring Valley Rd SH 82 SH 82 15-min
Total
Rolling
One HourEastboundWestbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
to
Three-Hour Count Summaries
Note: For all three-hour count summary, see next page.
Total
1
1
0
1
3Peak Hour 8 6 7 0 21 0 0 0 0 0 0 1 0 2
8:30 AM
8:00 AM
8:15 AM 0 0
3 2 2 0 7 0 0 0 0 0 0 1
7:45 AM 0 0 0 0
2 3 1 0 6 0 0 0 0 0 0 0
0 0
0 1 2 0 3 0 0 0 0 1
3 0 2 0 5 0 0 0 0 0 0 0 0 1
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total EB WB NB SB Total East West North South
0 21 0
HV%-0%3%3%-13%3%0%-18%-0%--0%0%4%0
Peak
Hour
All 0 11 143 116 0 8 178 2 0 40 0 5 0 0 2
7 0 0 0 0 0
8 513 0
HV 0 0 4 4 0 1 5 0 0
0
0
0
113 0
8:30 AM 1 42 35 0 3 35 2 0 14 0 2 0 0 0 2 136 513
8:15 AM 3 39 22 0 2 37 0 0 5 0 2 0 0 2 1
121 0
8:00 AM 4 33 36 0 1 52 0 0 11 0 1 0 0 0 5 143 0
7:45 AM 0 3 29 23 0 2 54 0 0 10 0 0 0 0 0 0
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
Total
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
Date: 10/20/2022
Peak Hour Count Period: 6:00 AM 9:00 AM
SB 0.0%0.50
TOTAL 4.1%0.90
WB 3.2%0.84
NB 15.6%0.70
Peak Hour: 7:45 AM 8:45 AM
HV %:PHF
EB 3.0%0.87
0
0
0
0 0 0
000
0
0
0
0
2
1 0
N
SH 82 Frontage Rd
Spring Valley Rd
Spring Valley Rd
SH
8
2
F
r
o
n
t
a
g
e
Rd
Spring Valley Rd
SH
8
2
F
r
o
n
t
a
g
e
Rd
513TEV:
0.9PHF:
8 2 0
10 13
0
2
178
8
188
1480
5040
4512
6
0
116
143
11
270
226 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
4
6
0
1
4
4
1
1
0
1
0
22
32000010
8 4
Peak Hour 8 6 7 0 21 0 0
0 0 0 0 8 2Count Total 12 23 13 1 49 0
0 0 00000008:45 AM 1 2 1 0 4
0 0 0 1 0 0
0
8:30 AM 3 2 2 0 7 0 0 0
0 0 0 0 0 0
0 1
8:15 AM 2 3 1 0 6 0 0
0 0 0 0 0 0
0 0 1
8:00 AM 3 0 2 0 5 0
0 0 0 0 0 07:45 AM 0 1 2 0 3
0 0 2 0 1 1
0
7:30 AM 0 3 1 0 4 0 0 0
0 0 0 2 0 2
1 0
7:15 AM 1 2 2 0 5 0 0
0 0 0 0 0 0
0 0 0
7:00 AM 0 2 1 1 4 0
0 0 0 0 0 0
0 3 0
1
6:30 AM 0 0 0 0 0 0 0 0
0 0 0 1 1 1
0 2 0
EB WB NB SB Total East
6:45 AM 1 5 0 0 6
0 0 3
-18%-HV%-0%3%3%-
0 0
6:15 AM 0 3 0 0 3 0 0
0 0 0 0 0 0
West North South
6:00 AM 1 0 1
1
40 0 5 0 0 21160817820
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%--0%0%4%13%3%0%
Peak
Hour
All 0 11 143
3 0 103 0 15 0
0 0 0 0 21 0500700
8 513 0
HV 0 0 4 4 0
Count Total 0 24 271 313 0 10 453 0 3 21 1,216 0
118 51002000301340014
0 0 2 136 513
8:45 AM 0 1 36 27
2 0 14 0 2 0
113 477
8:30 AM 0 1 42 35 0 3 35
0 2 0 0 2 10237005
0 0 5 143 440
8:15 AM 0 3 39 22
0 0 11 0 1 0
121 386
8:00 AM 0 4 33 36 0 1 52
0 0 0 0 0 002540010
0 0 2 100 373
7:45 AM 0 3 29 23
0 0 11 0 0 0
76 363
7:30 AM 0 5 12 23 0 0 47
0 1 0 0 0 10034008
0 1 2 89 357
7:15 AM 0 0 13 19
0 0 5 0 3 0
108 320
7:00 AM 0 1 13 19 0 0 45
0 2 0 0 0 00142109
0 0 1 90 0
6:45 AM 0 3 19 31
0 0 7 0 1 0
70 0
6:30 AM 0 3 22 24 0 0 32
0 1 0 0 0 20024006
0 0 2 52 0
6:15 AM 0 0 7 30
0 0 3 0 0 06:00 AM 0 0 6 24 0 0 17
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
TotalUTLTTHRTTHRT
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0
0 0
0 0 0
0 0 0
0 0
0 0 00
0 0 0
0 0 0
0 0 0
0 0 0
000 0 0 0
000 0 0 0
0000
0
0
0
00
0
THLT
00000000
0
00
0
0
0 0 0
0 0 0
0
THLT
0000000
0 00000
0 0
0 0
Peak Hour
0 0Count Total
0
00000
0 0
8:45 AM
0 0 0 0
0 0 0
0 0 0 0 0 0
0 0
0
8:30 AM
0000000
0 0
8:15 AM
0 0 0
0
8:00 AM
0000000
0 0 0
0 0 0
0
0
0 0
7:45 AM
0 0 0 0
0
7:30 AM
0000000
0 0
7:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0
7:00 AM
0000
0 0
6:45 AM
0 0 0 0
0
6:30 AM
00000006:15 AM 0
0 0
0 0 0
0 06:00 AM
RT
21 0
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
Total
Rolling
One Hour
0 0 0 0 0 0015007
RTTHLT RTTHLTRT
0 1 0 49 0
Peak Hour 0 0 4 4
1 0 13 0 0 0Count Total 0 0 6 6 0 1 21
4 22000000002001
0 0 0 7 21
8:45 AM 0 0 0 1
0 0 2 0 0 0
6 18
8:30 AM 0 0 1 2 0 0 2
0 0 0 0 0 0003001
0 0 0 5 17
8:15 AM 0 0 1 1
0 0 2 0 0 0
3 16
8:00 AM 0 0 2 1 0 0 0
0 0 0 0 0 0010002
0 0 0 4 19
7:45 AM 0 0 0 0
0 0 1 0 0 0
5 15
7:30 AM 0 0 0 0 0 0 3
0 0 0 0 0 0002002
0 1 0 4 13
7:15 AM 0 0 1 0
0 0 1 0 0 0
6 11
7:00 AM 0 0 0 0 0 0 2
0 0 0 0 0 0004100
0 0 0 0 0
6:45 AM 0 0 1 0
0 0 0 0 0 0
3 0
6:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0003000
0 0 0 2 0
6:15 AM 0 0 0 0
0 0 1 0 0 0
TH RT
6:00 AM 0 0 0 1 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
Total
Rolling
One HourEastboundWestbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
0
0
0
2
0
4
0
6
00005000
1 4
Peak Hour 1 0 1 0 2 1 4
4 1 0 6 1 0Count Total 2 0 2 0 4 1
0 0 000000012:45 PM 0 0 0 0 0
0 1 0 0 0 4
0
12:30 PM 1 0 0 0 1 0 0 1
0 0 0 0 0 0
1 0
12:15 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 0 0
12:00 PM 0 0 1 0 1 0
0 1 0 0 1 0
0 0 0
0
11:30 AM 0 0 0 0 0 0 0 0
0 0 1 0 0 0
0 2 0
EB WB NB SB Total East
11:45 AM 0 0 0 0 0
0 0 0
-3%0%HV%-0%1%0%-
0 0
11:15 AM 0 0 0 0 0 1 0
3 0 0 3 0 0
West North South
11:00 AM 1 0 1
0
32 1 4 0 0 0720121810
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%---0%0%0%0%0%
Peak
Hour
All 0 3 146
4 0 67 1 10 0
0 0 0 0 2 0000100
4 482 0
HV 0 0 1 0 0
Count Total 0 7 263 148 0 3 437 1 1 9 951 0
119 4690200010067005
0 0 1 137 464
12:45 PM 0 0 24 20
2 0 10 0 3 0
115 437
12:30 PM 0 0 40 16 0 0 65
0 0 0 1 1 201471011
0 0 1 98 450
12:15 PM 0 0 31 20
0 0 9 0 1 0
114 482
12:00 PM 0 4 22 20 0 1 40
1 1 0 0 0 00042008
0 0 1 110 0
11:45 AM 0 1 38 23
0 0 10 0 1 0
128 0
11:30 AM 0 0 35 10 0 0 53
0 1 0 0 0 00167008
0 0 3 130 0
11:15 AM 0 1 32 18
1 0 6 0 1 011:00 AM 0 1 41 21 0 0 56
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
TotalUTLTTHRT
Date: 10/22/2022
Peak Hour Count Period: 11:00 AM 1:00 PM
SB 0.0%0.33
TOTAL 0.4%0.93
TH RT
WB 0.0%0.81
NB 2.7%0.84
Peak Hour: 11:00 AM 12:00 PM
HV %:PHF
EB 0.5%0.88
0
1
0
0 0 0
000
0
4
0
0
0
0 0
N
SH 82 Frontage Rd
Spring Valley Rd
Spring Valley Rd
SH
8
2
F
r
o
n
t
a
g
e
Rd
Spring Valley Rd
SH
8
2
F
r
o
n
t
a
g
e
Rd
482TEV:
0.93PHF:
4 0 0
4 5
0
1
218
1
220
1500
4132
3773
0
72
146
3
221
254 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0
0 0 0
0 0 0
0 0 0
0 0 0
010 0 4 0
010 0 4 0
0000
0
0
0
01
0
THLT
00000003
0
00
0
0
0 0 0
0 0 0
0
THLT
5000000
6 00001
0 0
0 0
Peak Hour
0 0Count Total
0
100000000
1 2
12:45 PM
0 0 1 0
1
12:30 PM
0000000
0 2
12:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
5
12:00 PM
1000
0 0
11:45 AM
0 0 0 0
0
11:30 AM
100000011:15 AM 0
0 0
0 1 0
3 011:00 AM
RT
2 0
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
Total
Rolling
One Hour
0 0 0 0 0 0000001
RTTHLT RTTHLTRT
0 0 0 4 0
Peak Hour 0 0 1 0
0 0 2 0 0 0Count Total 0 0 2 0 0 0 0
0 2000000000000
0 0 0 1 2
12:45 PM 0 0 0 0
0 0 0 0 0 0
0 1
12:30 PM 0 0 1 0 0 0 0
0 0 0 0 0 0000000
0 0 0 1 1
12:15 PM 0 0 0 0
0 0 1 0 0 0
0 2
12:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0
11:45 AM 0 0 0 0
0 0 0 0 0 0
0 0
11:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 2 0
11:15 AM 0 0 0 0
0 0 1 0 0 0
TH RT
11:00 AM 0 0 1 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
Total
Rolling
One HourEastboundWestbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
3
2
0
2
1
0
2
2
12
50000050
1 0
Peak Hour 3 5 0 0 8 0 0
0 0 0 1 1 10Count Total 7 12 1 0 20 1
2 0 00000005:45 PM 0 1 0 0 1
0 0 0 2 0 0
0
5:30 PM 1 0 0 0 1 0 0 0
0 0 0 0 0 0
0 0
5:15 PM 2 1 0 0 3 0 0
0 0 0 0 0 1
2 0 0
5:00 PM 0 3 0 0 3 0
0 0 0 0 0 0
0 0 0
0
4:30 PM 1 2 0 0 3 0 0 0
0 0 0 0 2 0
0 5 1
EB WB NB SB Total East
4:45 PM 0 1 0 0 1
0 0 0
-0%0%HV%-0%1%2%-
1 0
4:15 PM 2 0 1 0 3 0 0
0 0 0 1 1 1
West North South
4:00 PM 1 4 0
0
83 2 10 0 1 21010428720
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%-0%0%0%1%0%2%0%
Peak
Hour
All 0 13 109
2 0 133 5 24 0
0 0 0 0 8 0500000
18 632 0
HV 0 0 1 2 0
Count Total 0 21 213 173 0 5 500 1 4 29 1,110 0
128 60914000501640016
0 0 3 146 632
5:45 PM 0 3 17 17
1 0 32 2 3 0
180 629
5:30 PM 0 3 19 20 0 1 62
0 4 0 0 0 400731021
1 0 8 155 546
5:15 PM 0 3 36 38
0 0 13 0 2 0
151 501
5:00 PM 0 1 24 21 0 1 84
0 1 0 0 2 302680017
0 0 1 143 0
4:45 PM 0 6 30 22
0 0 13 1 5 0
97 0
4:30 PM 0 3 39 23 0 0 58
0 2 0 0 0 10046009
0 2 4 110 0
4:15 PM 0 1 19 19
0 0 12 1 3 04:00 PM 0 1 29 13 0 0 45
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
TotalUTLTTHRT
Date: 10/20/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0%0.58
TOTAL 1.3%0.88
TH RT
WB 1.7%0.86
NB 0.0%0.64
Peak Hour: 4:45 PM 5:45 PM
HV %:PHF
EB 1.3%0.72
0
0
0
0 0 0
000
0
0
0
0
0
5 0
N
SH 82 Frontage Rd
Spring Valley Rd
Spring Valley Rd
SH
8
2
F
r
o
n
t
a
g
e
Rd
Spring Valley Rd
SH
8
2
F
r
o
n
t
a
g
e
Rd
632TEV:
0.88PHF:
18 2 1
21 17
0
2
287
4
293
1200
10283
9510
7
0
101
109
13
223
388 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0
0 0 0
0 0 0
0 0 0
0 0 0
000 0 0 0
010 0 0 0
0010
0
0
0
00
0
THLT
00000000
0
00
0
0
0 0 0
0 0 0
0
THLT
0000000
1 00000
0 0
0 0
Peak Hour
0 0Count Total
0
000000000
0 0
5:45 PM
0 0 0 0
0
5:30 PM
0000000
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1
5:00 PM
0000
0 0
4:45 PM
0 0 0 0
0
4:30 PM
00000004:15 PM 0
0 0
0 0 0
1 04:00 PM
RT
8 0
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
Total
Rolling
One Hour
0 0 0 0 0 0005000
RTTHLT RTTHLTRT
0 0 0 20 0
Peak Hour 0 0 1 2
0 0 1 0 0 0Count Total 0 0 3 4 0 0 12
1 8000000001000
0 0 0 1 8
5:45 PM 0 0 0 0
0 0 0 0 0 0
3 10
5:30 PM 0 0 0 1 0 0 0
0 0 0 0 0 0001000
0 0 0 3 10
5:15 PM 0 0 1 1
0 0 0 0 0 0
1 12
5:00 PM 0 0 0 0 0 0 3
0 0 0 0 0 0001000
0 0 0 3 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
3 0
4:30 PM 0 0 0 1 0 0 2
0 0 0 0 0 0000001
0 0 0 5 0
4:15 PM 0 0 1 1
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 4
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd SH 82 Frontage Rd SH 82 Frontage Rd 15-min
Total
Rolling
One HourEastboundWestbound
SouthboundNorthboundWestboundEastbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
to
Three-Hour Count Summaries
Note: For all three-hour count summary, see next page.
Total
0
0
0
0
0000000000Peak Hour 0 0 0 0 0
0 0 0 0 0 0
0
8:45 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:15 AM 0 0 0 0 0 0
0 0 0 0 0 0
East West North South
8:00 AM 0 0 0 0 0
Total EB WB NB SB Total
0%0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB
0%0%-0%0%--0%-0%--
0 0
160 0
HV 0 0 0 0 0 0 0
40 53 0 1 45 00180300
160
Peak
Hour
All 0 0 0 0
0 0 8 20 0 0
0 0 0 0 0
HV%----
8:45 AM 0 0 0 0 0
0 0 0
41
9 0 2
16 0 0 13 0 4640000138:30 AM 0 0 0 0 0
6 0 45
0
RT
8:00 AM 0 0 0 0 0
TH RT UT LT TH RT
10 0 28 0
LT
0 0 9 5 0 1
0
8:15 AM 0 0 0 0 0
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
Total
Rolling
One Hour
2 0 1 0 0 10
UT LT TH
SB 0.0%0.72
TOTAL 0.0%0.87
Eastbound Westbound Northbound Southbound
UT LT TH RT UT
3 0 0
12 0 0 16 0
0
WB 0.0%0.48
NB 0.0%0.80
Peak Hour: 8:00 AM 9:00 AM
HV %:PHF
EB --
Date: 10/20/2022
Peak Hour Count Period: 6:00 AM 9:00 AMN
Spring Valley Rd
CMC West Entrance
CMC West
Entrance
Sp
r
i
n
g
V
a
l
l
e
y
R
d
Sp
r
i
n
g
V
a
l
l
e
y
R
d
160TEV:
0.87PHF:
45 1
46 43
0
3
18 21
54
0
5340
9363
0
0 0
00
0
0
0
0
0 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
00000000
0 0
Peak Hr 0 0 0 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 2 2 0
0 0 00000008:45 AM 0 0 0 0 0
0 0 0 0 0 0
0
8:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
8:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:00 AM 0 0 0 0 0 0
0 0 0 0 0 07:45 AM 0 0 0 0 0
0 0 0 0 0 0
0
7:30 AM 0 0 0 1 1 0 0 0
0 0 0 0 0 0
0 0
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:00 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
0
6:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
EB WB NB SB Total East
6:45 AM 0 0 0 1 1
0 0 0
--0%HV%-----
0 0
6:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
West North South
6:00 AM 0 0 0
0
0 40 53 0 1 450018030
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%-0%0%-0%0%-0%
Peak
Hour
All 0 0 0
3 0 0 70 97 0
0 0 0 0 0 0000000
0 160 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 33 0 1 182 0 386 0
45 1608200060090200
0 13 0 46 156
8:45 AM 0 0 0 0
0 0 0 13 16 0
28 147
8:30 AM 0 0 0 0 0 4 0
9 5 0 1 10 0030000
0 16 0 41 156
8:15 AM 0 0 0 0
1 0 0 10 12 0
41 144
8:00 AM 0 0 0 0 0 2 0
7 7 0 0 22 0050000
0 25 0 37 134
7:45 AM 0 0 0 0
0 0 0 3 7 0
37 122
7:30 AM 0 0 0 0 0 2 0
4 3 0 0 27 0030000
0 16 0 29 99
7:15 AM 0 0 0 0
0 0 0 2 9 0
31 82
7:00 AM 0 0 0 0 0 2 0
6 12 0 0 13 0000000
0 11 0 25 0
6:45 AM 0 0 0 0
0 0 0 6 5 0
14 0
6:30 AM 0 0 0 0 0 3 0
2 0 0 0 12 0000000
0 11 0 12 0
6:15 AM 0 0 0 0
0 0 0 0 1 06:00 AM 0 0 0 0 0 0 0
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
TotalUTLTTHRTTHRTUTLTTHRTUTLT
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 0 0000000Peak Hour 0 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0
0000000
0 0
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 08:15 AM 0 0 0 0 0
0 0 0 0 0 0
0
8:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 07:15 AM 0 0 0 0 0
0 0 0 0 0 0
0
7:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
6:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
6:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
6:15 AM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
6:00 AM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
0 0
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 0000000
0 2 0 2 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 0
0 0000000000000
0 0 0 0 0
8:45 AM 0 0 0 0
0 0 0 0 0 0
0 1
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 1
8:15 AM 0 0 0 0
0 0 0 0 0 0
0 1
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 1 0 1 2
7:45 AM 0 0 0 0
0 0 0 0 0 0
0 1
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 1
7:15 AM 0 0 0 0
0 0 0 0 0 0
1 1
7:00 AM 0 0 0 0 0 0 0
0 0 0 0 1 0000000
0 0 0 0 0
6:45 AM 0 0 0 0
0 0 0 0 0 0
0 0
6:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0
6:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
6:00 AM 0 0 0 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
Total
Rolling
One HourEastboundWestbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
0
0
0
0
0
0
0
0
00722108000
0 0
Peak Hr 0 0 0 0 0 0 79
204 17 80 301 0 0Count Total 0 0 0 0 0 0
0 0 005141873012:45 PM 0 0 0 0 0
2 25 0 0 0 0
0
12:30 PM 0 0 0 0 0 0 23 0
1 0 3 0 0 0
0 0
12:15 PM 0 0 0 0 0 0 2
3 2 2 7 0 0
0 0 0
12:00 PM 0 0 0 0 0 0
0 15 9 22 46 0
0 0 0
0
11:30 AM 0 0 0 0 0 0 76 1
0 9 38 0 0 0
0 0 0
EB WB NB SB Total East
11:45 AM 0 0 0 0 0
27 104 0
--0%HV%-----
0 0
11:15 AM 0 0 0 0 0 0 29
5 0 0 5 0 0
West North South
11:00 AM 0 0 0
0
0 103 35 0 6 13200410180
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%-0%0%-0%0%-0%
Peak
Hour
All 0 0 0
31 0 0 218 60 1
0 0 0 0 0 0000000
0 335 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 59 0 22 261 0 652 0
88 335301303260080800
2 44 0 97 313
12:45 PM 0 0 0 0
3 0 0 25 8 0
80 284
12:30 PM 0 0 0 0 0 15 0
20 8 0 1 36 00120300
0 26 0 70 303
12:15 PM 0 0 0 0
4 0 0 28 6 0
66 317
12:00 PM 0 0 0 0 0 6 0
28 6 1 3 20 0030500
3 30 0 68 0
11:45 AM 0 0 0 0
3 0 0 22 3 0
99 0
11:30 AM 0 0 0 0 0 7 0
33 9 0 6 45 0030300
4 34 0 84 0
11:15 AM 0 0 0 0
2 0 0 32 7 011:00 AM 0 0 0 0 0 5 0
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
TotalUTLTTHRT
SB 0.0%0.75
TOTAL 0.0%0.86
TH RTUTLTTHRTUTLT
WB 0.0%0.82
NB 0.0%0.80
Peak Hour: 12:00 PM 1:00 PM
HV %:PHF
EB --
Date: 10/22/2022
Peak Hour Count Period: 11:00 AM 1:00 PMN
Spring Valley Rd
CMC West Entrance
CMC West
Entrance
Sp
r
i
n
g
V
a
l
l
e
y
R
d
Sp
r
i
n
g
V
a
l
l
e
y
R
d
335TEV:
0.86PHF:
13
2
6
13
8
12
1
0
18
41 59
41
0
35
10
3
13
8
17
3
0
1 21
34
70
9
0
0
0 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 108 070043211Peak Hour 0 0 0 9 0
12 79 1 0 301 0Count Total 0 0 0 47 0 157 0 5
10831171073
25 81
12:45 PM 0 0 0 5 0 46 0
0 0 0 2 0 0
0 3 160
12:30 PM 0 0 0 0 0 23
0 0 0 1 0 012:15 PM 0 0 0 2 0
1 2 0 0 7 195
193
12:00 PM 0 0 0 2 0 1 0 1
0 9 22 0 0 46
104 0
11:45 AM 0 0 0 9 0 6 0
0 1 0 27 0 0
0 38 0
11:30 AM 0 0 0 25 0 51
29 0 0 0 9 0
0 0 5 0
11:15 AM 0 0 0 0 0
0 1 0 0 0 0
TH RT LT TH RT
11:00 AM 0 0 0 4
Westbound Northbound Southbound
LT TH RT LT TH RT LT
0 0
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 0000000
0 0 0 0 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 0
0 0000000000000
0 0 0 0 0
12:45 PM 0 0 0 0
0 0 0 0 0 0
0 0
12:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0
12:15 PM 0 0 0 0
0 0 0 0 0 0
0 0
12:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0
11:45 AM 0 0 0 0
0 0 0 0 0 0
0 0
11:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0
11:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
11:00 AM 0 0 0 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
Total
Rolling
One HourEastboundWestbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
0
1
0
0
0
0
0
1
10303001
1 0
Peak Hr 0 1 2 1 4 0 0
0 4 0 4 0 0Count Total 0 1 3 2 6 0
0 0 00000005:45 PM 0 0 1 1 2
0 0 0 0 0 0
0
5:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:00 PM 0 1 0 1 2 0
0 0 0 0 0 0
0 1 0
0
4:30 PM 0 0 1 0 1 0 0 3
1 0 1 0 0 0
0 0 0
EB WB NB SB Total East
4:45 PM 0 0 1 0 1
0 3 0
--1%HV%-----
0 0
4:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
West North South
4:00 PM 0 0 0
1
0 78 43 0 4 630036020
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
2%-0%2%-2%3%-0%
Peak
Hour
All 0 0 0
4 0 0 146 69 0
0 0 1 0 4 0000011
0 226 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 68 0 5 103 0 395 0
53 203175001500150100
0 5 0 43 222
5:45 PM 0 0 0 0
0 0 0 20 8 0
49 226
5:30 PM 0 0 0 0 0 10 0
17 5 0 0 19 0070100
2 18 0 58 214
5:15 PM 0 0 0 0
1 0 0 16 13 0
72 192
5:00 PM 0 0 0 0 0 8 0
26 16 0 2 12 00160000
0 14 0 47 0
4:45 PM 0 0 0 0
0 0 0 19 9 0
37 0
4:30 PM 0 0 0 0 0 5 0
19 5 0 0 9 0040000
1 11 0 36 0
4:15 PM 0 0 0 0
1 0 0 12 8 04:00 PM 0 0 0 0 0 3 0
Rolling
One HourEastboundWestboundNorthboundSouthbound
UT LT TH RT
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
TotalUTLTTHRT
SB 1.5%0.84
TOTAL 1.8%0.78
TH RTUTLTTHRTUTLT
WB 2.6%0.59
NB 1.7%0.72
Peak Hour: 4:30 PM 5:30 PM
HV %:PHF
EB --
Date: 10/20/2022
Peak Hour Count Period: 4:00 PM 6:00 PMN
Spring Valley Rd
CMC West Entrance
CMC West
Entrance
Sp
r
i
n
g
V
a
l
l
e
y
R
d
Sp
r
i
n
g
V
a
l
l
e
y
R
d
226TEV:
0.78PHF:
63 4
67 80
0
2
36 38
47
0
4378
12
1
99
0
0 0
30
0
0
1
0
0 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
0 3 0000300Peak Hour 0 0 0 0 0
3 0 0 0 4 0Count Total 0 0 0 0 0 0 0 1
0000000
0 0
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 3
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 05:15 PM 0 0 0 0 0
0 0 0 0 0 4
4
5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
3 0
4:45 PM 0 0 0 0 0 0 0
0 0 3 0 0 0
0 1 0
4:30 PM 0 0 0 0 0 0
0 0 1 0 0 0
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
4:00 PM 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
4 0
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
Total
Rolling
One HourEastbound
1 1 0 0 1 0010000
0 2 0 6 0
Peak Hour 0 0 0 0
0 0 0 2 1 0Count Total 0 0 0 0 0 1 0
2 4100010000000
0 0 0 0 3
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 4
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 1 0 2 4
5:15 PM 0 0 0 0
0 0 0 0 0 0
1 2
5:00 PM 0 0 0 0 0 1 0
0 1 0 0 0 0000000
0 0 0 1 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
0 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0
UT LT TH RT UT LT
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
n/a CMC West Entrance Spring Valley Rd Spring Valley Rd 15-min
Total
Rolling
One HourEastboundWestbound
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
Three-Hour Count Summaries
Note: For all three-hour count summary, see next page.
Total
0
0
0
0
0Peak Hour 0 1 0 0 1 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0
--1%0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total EB WB NB SB Total East West North
HV 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
-0%0%--1%--0%-0%--
South
0 87 0
1 0
18 87
7:45 AM 0 0 3 2 0 0 18 0 0 1
Peak
Hour
All 0 0 12 5 0 0 68 0 0 1 0 1 0 0 0
HV%-
8:00 AM 0 0 6 1 0 0 11 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 22 0
7:30 AM 0 0 1 1 0 0 21 0 0 0 0 0 0 0 0 0 23 0
24 0
UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
7:15 AM 0 0 2 1 0 0 18 0 0 0 0 1 0 0 0
WB 1.5%0.81
NB 0.0%0.50
Peak Hour: 7:15 AM 8:15 AM
HV %:PHF
EB 0.0%0.61
Date: 10/20/2022
Peak Hour Count Period: 6:00 AM 9:00 AM
SB --
TOTAL 1.1%0.91
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
Total
Rolling
One HourEastboundWestboundNorthboundSouthbound
0
0
00
0
0
0
0
0 0
N
CMC East Entrance
Spring Valley Rd
Spring Valley Rd
CM
C
E
a
s
t
En
t
r
a
n
c
e
Spring Valley Rd
87TEV:
0.91PHF:
68
0 68
13
0
11
25
0
5
1217
69
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Three-Hour Count Summaries
Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
TotalUTLTTHRTTHRT
6:00 AM 0 0 0 0 0 0 8
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
0 0 9 0 0 1
0 0 0 8 0
6:15 AM 0 0 2 0
0 0 0 0 0 0
0 0 0 14 0
6:45 AM 0 0 6 0
0 0 0 0 0 0
12 0
6:30 AM 0 0 6 0 0 1 7
0 0 0 0 0 0
18 52
7:00 AM 0 0 3 1 0 0 12
0 0 0 0 0 00011001
0 0 18 0 0 0
0 0 0 16 60
7:15 AM 0 0 2 1
0 0 0 0 0 0
0 0 0 23 79
7:45 AM 0 0 3 2
0 0 0 0 0 0
22 70
7:30 AM 0 0 1 1 0 0 21
0 1 0 0 0 0
24 85
8:00 AM 0 0 6 1 0 0 11
0 0 0 0 0 00018001
0 0 7 0 0 0
0 0 0 18 87
8:15 AM 0 0 3 0
0 0 0 0 0 0
0 0 0 19 71
8:45 AM 0 0 2 3
0 0 0 0 0 0
10 75
8:30 AM 0 0 8 0 0 1 10
0 0 0 0 0 0
13 60000000017000
Count Total 0 0 42 9 0 3 139 0 0 0 197 0
Peak
Hour
All 0 0 12
0 0 3 0 1 0
0 0 0 0 1 0100000
0 87 0
HV 0 0 0 0 0 0
1 0 1 0 0 05006800
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
0%----1%-1%--0%-HV%--0%0%-
0 0
6:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
West North South
6:00 AM 0 0 0 0 0 0
EB WB NB SB Total East
6:45 AM 0 0 1 0 1
0 0 0 0 0 0
0
6:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:00 AM 0 0 0 0 0 0
0 0 0 0 0 0
7:45 AM 0 0 0 0 0
0 0 0 0 0 0
0
7:30 AM 0 1 0 0 1 0 0 0
0 0 0 0 0 0
0 0
8:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:00 AM 0 0 0 0 0 0
0 0 0 0 0 0
8:45 AM 0 0 0 0 0
0 0 0 0 0 0
0
8:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0000000
0 0
Peak Hr 0 1 0 0 1 0 0
0 0 0 0 0 0Count Total 0 1 1 0 2 0
0000000
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Three-Hour Count Summaries - Heavy Vehicles
Three-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
Total
Rolling
One HourEastboundWestbound
0 0 0 0 0
6:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
6:00 AM 0 0 0 0 0 0 0
UT LT TH RT UT LT
0 0
6:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0 1
0 0 0 0 0
6:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 1
7:15 AM 0 0 0 0
0 0 0 0 0 0
1 1
7:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1
7:30 AM 0 0 0 0 0 0 1
0 0 0 0 0 0000000
0 0 0 0 0 0
0 0 0 1 2
7:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 1
8:15 AM 0 0 0 0
0 0 0 0 0 0
0 1
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0 0
0 0 0 0 0
8:45 AM 0 0 0 0
0 0 0 0 0 0
0 0000000
0 0 0 2 0
Peak Hour 0 0 0 0
0 0 1 0 0 0Count Total 0 0 0 0 0 0 1
Westbound Northbound Southbound
LT TH RT LT TH RT LT
1 0
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 0001000
0 0 0 0
6:15 AM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
6:00 AM 0 0 0 0
0 0
6:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
6:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0
0
7:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
8:15 AM 0 0 0 0 0
0 0 0 0 0 0
0
8:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0000000
Count Total 0 0 0 0 0 0 0 0
0 0 0000000Peak Hour 0 0 0 0 0
0 0 0 0 0 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
10
5
6
5
2
12
15
11
66
40
WB 0.0%0.73
NB 0.0%0.92
Peak Hour: 12:00 PM 1:00 PM
HV %:PHF
EB 0.0%0.69
Date: 10/22/2022
Peak Hour Count Period: 11:00 AM 1:00 PM
UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
TotalUTLTTHRT
SB --
TOTAL 0.0%0.74
TH RT
11:00 AM 0 0 4 8 0 0 10
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
0 0 11 0 0 9
0 0 0 29 0
11:15 AM 0 0 5 3
0 0 6 0 1 0
0 0 0 23 0
11:45 AM 0 0 7 4
0 0 8 0 0 0
28 0
11:30 AM 0 0 4 5 0 0 6
0 0 0 0 0 0
17 97
12:00 PM 0 0 8 5 0 0 9
0 0 0 0 0 0005001
0 0 6 0 0 6
0 0 0 26 94
12:15 PM 0 0 8 1
0 0 4 0 0 0
0 0 0 34 98
12:45 PM 0 0 5 3
0 0 6 0 0 0
21 87
12:30 PM 0 0 9 8 0 0 11
0 0 0 0 0 0
20 101000000006006
Count Total 0 0 50 37 0 0 64 0 0 0 198 0
Peak
Hour
All 0 0 30
0 0 46 0 1 0
0 0 0 0 0 0000000
0 101 0
HV 0 0 0 0 0 0
22 0 0 0 0 017003200
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
-----0%-0%--0%-HV%--0%0%-
0 10
11:15 AM 0 0 0 0 0 28 9
2 29 0 43 0 0
West North South
11:00 AM 0 0 0 0 0 12
EB WB NB SB Total East
11:45 AM 0 0 0 0 0
0 83 1 0 0 5
3
11:30 AM 0 0 0 0 0 31 33 19
66 0 103 2 0 0
0 1
12:15 PM 0 0 0 0 0 16 3
0 20 0 31 1 0
0 0 5
12:00 PM 0 0 0 0 0 11
30 14 13 0 57 0
12:45 PM 0 0 0 0 0
0 48 2 0 0 13
12
12:30 PM 0 0 0 0 0 11 6 31
30 0 49 0 0 0
0 0 112926420970
0 60
Peak Hr 0 0 0 0 0 67 35
93 250 0 511 6 0Count Total 0 0 0 0 0 168
371230225300
57
10
5568
9
26
0
37
0 3
N
CMC East Entrance
Spring Valley Rd
Spring Valley Rd
CM
C
E
a
s
t
En
t
r
a
n
c
e
Spring Valley Rd
101TEV:
0.74PHF:
32
0 32
30
0
022
2217
0
17
3047
54
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
Total
Rolling
One HourEastboundWestbound
0 0 0 0 0
11:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
11:00 AM 0 0 0 0 0 0 0
UT LT TH RT UT LT
0 0
11:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0 0
0 0 0 0 0
11:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0
12:15 PM 0 0 0 0
0 0 0 0 0 0
0 0
12:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
12:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 0 0 0 0
0 0 0 0 0
12:45 PM 0 0 0 0
0 0 0 0 0 0
0 0000000
0 0 0 0 0
Peak Hour 0 0 0 0
0 0 0 0 0 0Count Total 0 0 0 0 0 0 0
Westbound Northbound Southbound
LT TH RT LT TH RT LT
0 0
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
Total
Rolling
One HourEastbound
0 0 0 0 0 0000000
0 0 43 0
11:15 AM 0 5 23 8 1
1 0 27 0 2 0
TH RT LT TH RT
11:00 AM 0 0 12 1
83 0
11:45 AM 0 0 30 14 0 0 10
14 0 5 0 0 0
0 103 0
11:30 AM 0 6 25 30 3 0
0 23 0 43 0 0
12:15 PM 0 0 16 2 1
4 0 0 0 31 274
286
12:00 PM 0 2 9 0 0 0 16 0
0 3 0 0 0 57
48 185
12:45 PM 0 8 21 20 6 0 13
14 0 17 0 0 0
0 49 220
12:30 PM 0 0 11 4 2 0
0 25 0 5 0 0
22502900097
Count Total 0 21 147 79 14 0 142 0
0 225 006805500Peak Hour 0 10 57 26 9
108 0 0 0 511 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.
Total
0
0
0
0
0
0
0
0
0
0
WB 9.4%0.73
NB 10.0%0.71
Peak Hour: 4:30 PM 5:30 PM
HV %:PHF
EB 2.7%0.72
Date: 10/20/2022
Peak Hour Count Period: 4:00 PM 6:00 PM
UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
TotalUTLTTHRT
SB --
TOTAL 5.5%0.91
TH RT
4:00 PM 0 0 11 0 0 3 6
UT LT TH RT UT LT
Rolling
One HourEastboundWestboundNorthboundSouthbound
0 0 7 0 0 2
0 0 0 22 0
4:15 PM 0 0 13 4
0 0 1 0 1 0
0 0 0 31 0
4:45 PM 0 0 19 7
0 0 4 0 1 0
27 0
4:30 PM 0 0 11 7 0 0 8
0 1 0 0 0 0
35 115
5:00 PM 0 0 13 2 0 2 9
0 1 0 0 0 0002006
0 3 8 0 0 3
0 0 0 30 123
5:15 PM 0 0 10 6
0 0 3 0 1 0
0 0 0 19 115
5:45 PM 0 0 15 3
0 0 1 0 2 0
31 127
5:30 PM 0 0 9 5 0 0 2
0 1 0 0 0 0
35 1150200000114000
Count Total 0 0 101 34 0 9 56 0 0 0 230 0
Peak
Hour
All 0 0 53
0 0 20 0 10 0
0 0 0 0 7 0300101
0 127 0
HV 0 0 2 0 0 0
16 0 4 0 0 022052700
0
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg)
EB WB NB SB Total
25%----6%0%11%--6%-HV%--4%0%-
0 0
4:15 PM 0 1 1 0 2 0 0
0 0 0 0 0 0
West North South
4:00 PM 0 2 0 0 2 0
EB WB NB SB Total East
4:45 PM 0 1 1 0 2
0 2 0 0 0 0
0
4:30 PM 2 1 1 0 4 1 1 0
0 0 0 0 0 0
0 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:00 PM 0 1 0 0 1 0
0 0 1 0 1 0
5:45 PM 1 1 0 0 2
0 1 0 0 0 0
0
5:30 PM 0 0 0 0 0 0 0 1
0 0 0 0 0 0
0 0 0010010
0 0
Peak Hr 2 3 2 0 7 1 1
2 2 0 5 0 0Count Total 3 7 3 0 13 1
0103000
0
1
10
1
0
0
0
0 0
N
CMC East Entrance
Spring Valley Rd
Spring Valley Rd
CM
C
E
a
s
t
En
t
r
a
n
c
e
Spring Valley Rd
127TEV:
0.91PHF:
27
5 32
57
0
416
2027
0
22
5375
43
0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.
Northbound Southbound
UT LT TH RT UT LT TH RT
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
Total
Rolling
One HourEastboundWestbound
0 0 0 2 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 0 0 0 1 1
UT LT TH RT UT LT
2 0
4:30 PM 0 0 2 0 0 0 1
0 1 0 0 0 0001000
0 0 1 0 0 1
0 0 0 4 0
4:45 PM 0 0 0 0
0 0 0 0 1 0
0 0 0 1 9
5:15 PM 0 0 0 0
0 0 0 0 0 0
2 10
5:00 PM 0 0 0 0 0 0 1
0 0 0 0 0 0
0 7
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0000000
0 0 1 0 0 0
0 0 0 0 3
5:45 PM 0 0 1 0
0 0 0 0 0 0
2 3000000
0 0 0 13 0
Peak Hour 0 0 2 0
0 0 1 0 2 0Count Total 0 0 3 0 0 1 6
Westbound Northbound Southbound
LT TH RT LT TH RT LT
7 0
Interval
Start
Spring Valley Rd Spring Valley Rd CMC East Entrance n/a 15-min
Total
Rolling
One HourEastbound
0 1 0 0 0 0003001
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0
TH RT LT TH RT
4:00 PM 0 0 0 0
2 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
4:30 PM 0 1 0 0 1 0
0 0 0 0 0 0
5:15 PM 0 0 0 0 0
0 0 0 0 0 3
3
5:00 PM 0 0 0 0 0 0 0 0
0 1 0 0 0 1
1 2
5:45 PM 0 0 0 1 0 0 0
0 0 1 0 0 0
0 0 3
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
2000001
Count Total 0 1 0 1 1 0 0 0
0 3 0000100Peak Hour 0 1 0 0 1
2 0 0 0 5 0
Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com
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10:00 A
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10:00 A
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11:00 A
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2:00 A
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10:00 A
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12:00 A
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1:00 A
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2:00 A
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3:00 A
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4:00 A
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5:00 A
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6:00 A
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59
7:00 A
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8:00 A
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12
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9:00 A
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0
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1
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78
10:00 A
M
0
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71
11:00 A
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12:00 P
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1:00 P
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2:00 P
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0
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1:00 A
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2:00 A
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3:00 A
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4:00 A
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1
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0
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0
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6
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8:
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0
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0
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0
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4:
0
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P
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0
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1
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3
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1
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1
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4
1
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1
1
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3
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1
2
2
2
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2
6:
0
0
P
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1
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2
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6
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To
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Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
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12:00 A
M
0
0
0
0
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0
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0
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0
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1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
3:00 P
M
0
2
2
0
1
0
0
0
0
0
0
0
0
5
4:00 P
M
0
2
2
0
0
0
0
0
0
0
0
0
0
4
5:00 P
M
1
5
3
0
2
0
0
0
0
0
0
0
0
11
6:00 P
M
0
0
1
0
2
0
0
0
0
0
0
0
0
3
7:00 P
M
0
2
0
0
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
0
0
0
1
0
0
0
0
0
0
0
0
1
9:00 P
M
0
0
1
0
0
0
0
0
0
0
0
0
0
1
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
2
0
0
0
0
0
0
0
0
0
0
0
2
Total
11
4
9
0
6
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Pe
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3.
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7
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1
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2
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s
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b
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To
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Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
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12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 P
M
0
2
3
0
0
0
0
0
0
0
0
0
0
5
3:00 P
M
0
2
1
0
0
0
0
0
0
0
0
0
0
3
4:00 P
M
2
3
4
0
3
0
0
1
0
0
0
0
0
13
5:00 P
M
0
2
0
0
1
0
0
0
0
0
0
0
0
3
6:00 P
M
0
2
1
0
1
0
0
0
0
0
0
0
0
4
7:00 P
M
0
2
0
0
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
2
0
0
0
0
0
0
0
0
0
0
0
2
Total
21
6
9
0
5
0
0
1
0
0
0
0
0
3
3
Pe
r
c
e
n
t
6.
1
%
4
8
.
5
%
2
7
.
3
%
0
.
0
%
1
5
.
2
%
0
.
0
%
0
.
0
%
3
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
We
d
n
e
s
d
a
y
,
O
c
t
o
b
e
r
1
9
,
2
0
2
2
FH
W
A
V
e
h
i
c
l
e
C
l
a
s
s
i
f
i
c
a
t
i
o
n
3
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
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t
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@
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x
d
a
t
a
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c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
Ea
s
t
b
o
u
n
d
To
t
a
l
Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
1
0
0
0
0
0
0
0
0
0
0
1
2:00 A
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
1
0
1
0
0
0
0
0
0
0
0
2
7:00 A
M
0
2
4
0
2
0
0
0
0
0
0
0
0
8
8:00 A
M
0
3
1
0
4
0
0
0
0
0
0
0
0
8
9:00 A
M
0
4
4
0
2
0
0
0
0
0
0
0
0
10
10:00 A
M
0
1
2
0
3
0
0
0
0
0
0
0
0
6
11:00 A
M
0
2
2
0
5
0
0
0
0
0
0
0
0
9
12:00 P
M
0
1
2
0
3
0
0
0
0
0
0
0
0
6
1:00 P
M
0
2
2
0
2
0
0
0
0
0
0
0
0
6
2:00 P
M
0
1
2
0
1
0
0
0
0
0
0
0
0
4
3:00 P
M
0
5
1
0
3
0
0
0
0
0
0
0
0
9
4:00 P
M
0
5
1
0
1
0
0
0
0
0
0
0
0
7
5:00 P
M
0
4
1
0
3
0
0
0
0
0
0
0
0
8
6:00 P
M
0
1
1
0
1
0
0
0
0
0
0
0
0
3
7:00 P
M
0
1
0
0
2
0
0
0
0
0
0
0
0
3
8:00 P
M
0
1
0
0
1
0
0
0
0
0
0
0
0
2
9:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
To
t
a
l
0
3
5
2
5
0
3
4
0
0
0
0
0
0
0
0
9
4
Pe
r
c
e
n
t
0.
0
%
3
7
.
2
%
2
6
.
6
%
0
.
0
%
3
6
.
2
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
Th
u
r
s
d
a
y
,
O
c
t
o
b
e
r
2
0
,
2
0
2
2
FH
W
A
V
e
h
i
c
l
e
C
l
a
s
s
i
f
i
c
a
t
i
o
n
4
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
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t
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@
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a
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d
a
t
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.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
We
s
t
b
o
u
n
d
To
t
a
l
Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
o
l
u
m
e
12:00 A
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
6:00 A
M
0
0
1
0
0
0
0
0
0
0
0
0
0
1
7:00 A
M
0
1
2
0
1
0
0
0
0
0
0
0
0
4
8:00 A
M
0
3
1
0
2
0
0
0
0
0
0
0
0
6
9:00 A
M
0
3
3
0
1
0
0
0
0
0
0
0
0
7
10:00 A
M
0
1
1
0
0
0
0
0
0
0
0
0
0
2
11:00 A
M
0
3
3
0
2
0
0
0
0
0
0
0
0
8
12:00 P
M
0
3
3
0
1
0
0
0
0
0
0
0
0
7
1:00 P
M
0
3
3
0
3
0
0
0
0
0
0
0
0
9
2:00 P
M
0
2
4
0
3
0
0
0
0
0
0
0
0
9
3:00 P
M
1
5
1
0
2
0
0
0
0
0
0
0
0
9
4:00 P
M
0
8
2
0
3
0
0
0
0
0
0
0
0
13
5:00 P
M
0
7
3
0
2
0
0
0
0
0
0
0
0
12
6:00 P
M
0
2
2
0
3
0
0
0
0
0
0
0
0
7
7:00 P
M
0
1
1
0
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
0
0
0
1
0
0
0
0
0
0
0
0
1
9:00 P
M
0
2
0
0
0
0
0
0
0
0
0
0
0
2
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
To
t
a
l
1
4
6
3
0
0
2
4
0
0
0
0
0
0
0
0
1
0
1
Pe
r
c
e
n
t
1.
0
%
4
5
.
5
%
2
9
.
7
%
0
.
0
%
2
3
.
8
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
Th
u
r
s
d
a
y
,
O
c
t
o
b
e
r
2
0
,
2
0
2
2
FH
W
A
V
e
h
i
c
l
e
C
l
a
s
s
i
f
i
c
a
t
i
o
n
5
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
i
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g
t
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n
@
i
d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
Ea
s
t
b
o
u
n
d
To
t
a
l
Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
1
0
0
0
0
0
0
0
0
0
0
1
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
7:00 A
M
0
3
6
0
5
0
0
0
0
0
0
0
0
14
8:00 A
M
0
3
2
0
2
0
0
0
0
0
0
0
0
7
9:00 A
M
0
5
2
0
0
0
0
0
0
0
0
0
0
7
10:00 A
M
0
2
0
0
3
0
0
0
0
0
0
0
0
5
11:00 A
M
0
0
1
0
1
0
0
0
0
0
0
0
0
2
12:00 P
M
0
1
1
0
3
0
0
0
0
0
0
0
0
5
1:00 P
M
0
6
4
0
0
0
0
0
0
0
0
0
0
10
2:00 P
M
0
2
2
0
2
0
0
0
0
0
0
0
0
6
3:00 P
M
0
7
2
0
3
0
0
0
0
0
0
0
0
12
4:00 P
M
0
3
2
0
1
0
0
0
0
0
0
0
0
6
5:00 P
M
0
1
2
0
3
0
0
0
0
0
0
0
0
6
6:00 P
M
0
0
1
0
1
0
0
0
0
0
0
0
0
2
7:00 P
M
0
0
1
0
0
0
0
0
0
0
0
0
0
1
8:00 P
M
0
0
1
0
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
3
0
0
0
0
0
0
0
0
0
0
0
3
10:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
To
t
a
l
0
3
8
2
8
0
2
4
0
0
0
0
0
0
0
0
9
0
Pe
r
c
e
n
t
0.
0
%
4
2
.
2
%
3
1
.
1
%
0
.
0
%
2
6
.
7
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
Fr
i
d
a
y
,
O
c
t
o
b
e
r
2
1
,
2
0
2
2
FH
W
A
V
e
h
i
c
l
e
C
l
a
s
s
i
f
i
c
a
t
i
o
n
6
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
i
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g
t
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n
@
i
d
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x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
We
s
t
b
o
u
n
d
To
t
a
l
Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
2
0
0
0
0
0
0
0
0
2
7:00 A
M
0
2
1
0
4
0
0
0
0
0
0
0
0
7
8:00 A
M
0
3
1
0
0
0
0
0
0
0
0
0
0
4
9:00 A
M
0
3
2
0
1
0
0
0
0
0
0
0
0
6
10:00 A
M
0
2
3
0
0
0
0
0
0
0
0
0
0
5
11:00 A
M
0
1
0
0
1
0
0
0
0
0
0
0
0
2
12:00 P
M
0
3
0
0
3
0
0
0
0
0
0
0
0
6
1:00 P
M
0
6
0
0
0
0
0
0
0
0
0
0
0
6
2:00 P
M
0
3
3
0
2
0
0
0
0
0
0
0
0
8
3:00 P
M
1
3
3
0
2
0
0
0
0
0
0
0
0
9
4:00 P
M
0
3
5
0
1
0
0
0
0
0
0
0
0
9
5:00 P
M
0
1
3
0
2
0
0
0
0
0
0
0
0
6
6:00 P
M
0
2
5
0
0
0
0
0
0
0
0
0
0
7
7:00 P
M
0
0
2
0
0
0
0
0
0
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0
0
0
0
0
1
8:00 P
M
0
1
0
0
1
0
0
0
0
0
0
0
0
2
9:00 P
M
0
2
0
0
0
0
0
0
0
0
0
0
0
2
10:00 P
M
0
2
0
0
0
0
0
0
0
0
0
0
0
2
11:00 P
M
0
1
1
0
0
0
0
0
0
0
0
0
0
2
Total
02
2
1
2
0
8
0
0
0
0
0
0
0
0
4
2
Pe
r
c
e
n
t
0.
0
%
5
2
.
4
%
2
8
.
6
%
0
.
0
%
1
9
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
Su
n
d
a
y
,
O
c
t
o
b
e
r
2
3
,
2
0
2
2
FH
W
A
V
e
h
i
c
l
e
C
l
a
s
s
i
f
i
c
a
t
i
o
n
11
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
i
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t
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@
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d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
Ea
s
t
b
o
u
n
d
To
t
a
l
Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
o
l
u
m
e
12:00 A
M
0
2
2
0
0
0
0
0
0
0
0
0
0
4
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
1
0
0
0
0
0
0
0
0
1
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
1
0
0
1
0
0
0
0
0
0
0
0
2
7:00 A
M
0
1
4
0
4
0
0
0
0
0
0
0
0
9
8:00 A
M
0
1
0
0
2
0
0
0
0
0
0
0
0
3
9:00 A
M
0
0
2
0
1
0
0
0
0
0
0
0
0
3
10:00 A
M
0
0
1
0
3
0
0
0
0
0
0
0
0
4
11:00 A
M
0
2
1
1
1
0
0
0
0
0
0
0
0
5
12:00 P
M
0
0
1
0
5
0
0
0
0
0
0
0
0
6
1:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
2:00 P
M
0
2
4
0
1
0
0
0
0
0
0
0
0
7
3:00 P
M
0
3
0
0
2
0
0
0
0
0
0
0
0
5
4:00 P
M
0
5
3
0
0
0
0
0
0
0
0
0
0
8
5:00 P
M
0
2
0
0
2
0
0
0
0
0
0
0
0
4
6:00 P
M
0
1
2
0
0
0
0
0
0
0
0
0
0
3
7:00 P
M
0
2
2
0
0
0
0
0
0
0
0
0
0
4
8:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
To
t
a
l
0
2
5
2
2
1
2
3
0
0
0
0
0
0
0
0
7
1
Pe
r
c
e
n
t
0.
0
%
3
5
.
2
%
3
1
.
0
%
1
.
4
%
3
2
.
4
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
Mo
n
d
a
y
,
O
c
t
o
b
e
r
2
4
,
2
0
2
2
FH
W
A
V
e
h
i
c
l
e
C
l
a
s
s
i
f
i
c
a
t
i
o
n
12
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
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t
h
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t
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@
i
d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
We
s
t
b
o
u
n
d
To
t
a
l
Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
o
l
u
m
e
12:00 A
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
1
0
0
0
0
0
0
0
0
1
5:00 A
M
0
0
1
0
0
0
0
0
0
0
0
0
0
1
6:00 A
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
7:00 A
M
0
0
2
0
1
0
0
0
0
0
0
0
0
3
8:00 A
M
0
2
2
0
2
0
0
0
0
0
0
0
0
6
9:00 A
M
0
2
2
1
0
0
0
0
0
0
0
0
0
5
10:00 A
M
0
0
2
0
3
0
0
0
0
0
0
0
0
5
11:00 A
M
0
1
1
0
3
0
0
0
0
0
0
0
0
5
12:00 P
M
0
1
0
0
1
0
0
0
0
0
0
0
0
2
1:00 P
M
0
3
2
0
4
0
0
0
0
0
0
0
0
9
2:00 P
M
0
1
2
0
2
0
0
0
0
0
0
0
0
5
3:00 P
M
0
4
1
0
3
0
0
0
0
0
0
0
0
8
4:00 P
M
0
3
3
0
0
0
0
0
0
0
0
0
0
6
5:00 P
M
0
3
3
0
1
0
0
0
0
0
0
0
0
7
6:00 P
M
0
0
2
0
0
0
0
0
0
0
0
0
0
2
7:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8:00 P
M
0
1
1
0
0
0
0
0
0
0
0
0
0
2
9:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
To
t
a
l
0
2
4
2
4
1
2
1
0
0
0
0
0
0
0
0
7
0
Pe
r
c
e
n
t
0.
0
%
3
4
.
3
%
3
4
.
3
%
1
.
4
%
3
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
Mo
n
d
a
y
,
O
c
t
o
b
e
r
2
4
,
2
0
2
2
FH
W
A
V
e
h
i
c
l
e
C
l
a
s
s
i
f
i
c
a
t
i
o
n
13
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
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t
h
i
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g
t
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n
@
i
d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
Ea
s
t
b
o
u
n
d
To
t
a
l
Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
1
0
0
1
0
0
0
0
0
0
0
0
2
7:00 A
M
0
3
3
0
4
0
0
0
0
0
0
0
0
10
8:00 A
M
0
2
1
0
0
0
0
0
0
0
0
0
0
3
9:00 A
M
0
2
2
0
3
0
0
0
0
0
0
0
0
7
10:00 A
M
0
0
4
0
3
0
0
0
0
0
0
0
0
7
11:00 A
M
0
2
1
0
1
0
0
0
0
0
0
0
0
4
12:00 P
M
0
1
2
0
0
0
0
0
0
0
0
0
0
3
1:00 P
M
0
1
2
0
2
0
0
0
0
0
0
0
0
5
2:00 P
M
0
3
3
0
0
0
0
0
0
0
0
0
0
6
3:00 P
M
0
2
1
0
0
0
0
0
0
0
0
0
0
3
4:00 P
M
0
2
1
0
0
0
0
0
0
0
0
0
0
3
5:00 P
M
0
3
0
0
1
0
0
0
0
0
0
0
0
4
6:00 P
M
0
1
1
0
4
0
0
0
0
0
0
0
0
6
7:00 P
M
0
1
1
0
1
0
0
0
0
0
0
0
0
3
8:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
1
1
0
0
0
0
0
0
0
0
0
0
2
10:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
To
t
a
l
0
2
7
2
3
0
2
0
0
0
0
0
0
0
0
0
7
0
Pe
r
c
e
n
t
0.
0
%
3
8
.
6
%
3
2
.
9
%
0
.
0
%
2
8
.
6
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
Tu
e
s
d
a
y
,
O
c
t
o
b
e
r
2
5
,
2
0
2
2
FH
W
A
V
e
h
i
c
l
e
C
l
a
s
s
i
f
i
c
a
t
i
o
n
14
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
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g
t
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n
@
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d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
We
s
t
b
o
u
n
d
To
t
a
l
Time
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
1
0
0
0
0
0
0
0
0
0
0
1
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
1
0
0
1
0
0
0
0
0
0
0
0
2
7:00 A
M
0
2
0
0
0
0
0
0
0
0
0
0
0
2
8:00 A
M
0
2
2
0
1
0
0
0
0
0
0
0
0
5
9:00 A
M
0
0
2
0
0
0
0
0
0
0
0
0
0
2
10:00 A
M
0
1
2
0
2
0
0
0
0
0
0
0
0
5
11:00 A
M
0
3
2
0
1
0
0
0
0
0
0
0
0
6
12:00 P
M
0
2
1
0
1
0
0
0
0
0
0
0
0
4
1:00 P
M
0
2
2
0
3
0
0
0
0
0
0
0
0
7
2:00 P
M
0
0
2
0
2
0
0
0
0
0
0
0
0
4
3:00 P
M
0
5
0
0
3
0
0
0
0
0
0
0
0
8
4:00 P
M
0
3
1
0
1
0
0
0
0
0
0
0
0
5
5:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
6:00 P
M
0
2
3
0
0
0
0
0
0
0
0
0
0
5
7:00 P
M
0
0
0
0
2
0
0
0
0
0
0
0
0
2
8:00 P
M
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1
0
0
0
0
0
0
0
0
4
1:00 P
M
0
2
2
0
2
0
0
0
0
0
0
0
0
5
2:00 P
M
0
2
4
0
2
0
0
0
0
0
0
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0
7
3:00 P
M
1
4
1
0
1
0
0
0
0
0
0
0
0
6
4:00 P
M
1
6
3
0
3
0
0
1
0
0
0
0
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5:00 P
M
0
5
2
0
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0
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6:00 P
M
0
2
2
0
2
0
0
0
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0
0
0
0
6
7:00 P
M
0
2
1
0
0
0
0
0
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0
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2
8:00 P
M
0
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0
0
1
0
0
0
0
0
0
0
0
1
9:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
1
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
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11:00 P
M
0
1
0
0
0
0
0
0
0
0
0
0
0
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To
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V
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12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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1:00 A
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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4:00 A
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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5:00 A
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0
0
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0
0
0
0
0
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0
0
0
0
0
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0
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6:00 A
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
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0
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7:00 A
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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1:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
3:00 P
M
0
0
0
0
0
0
1
1
0
3
0
0
0
0
0
0
0
5
4:00 P
M
0
0
0
0
0
0
3
0
1
0
0
0
0
0
0
0
0
4
5:00 P
M
0
1
0
0
1
2
2
1
3
0
1
0
0
0
0
0
0
11
6:00 P
M
0
0
0
0
0
1
0
1
1
0
0
0
0
0
0
0
0
3
7:00 P
M
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
1
9:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
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10:00 P
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0
0
0
0
0
0
0
0
0
0
0
0
0
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11:00 P
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0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
2
Total
0
1
0
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1
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1
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41
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50
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58
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3
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3
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3
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5
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4
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4
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4
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5
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5
5
5
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6
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6
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6
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7
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7
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5
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5
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8
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V
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12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 P
M
0
0
0
0
0
2
2
0
1
0
0
0
0
0
0
0
0
5
3:00 P
M
0
0
0
1
0
1
1
0
0
0
0
0
0
0
0
0
0
3
4:00 P
M
0
0
1
1
0
1
2
5
3
0
0
0
0
0
0
0
0
13
5:00 P
M
0
0
0
0
0
2
1
0
0
0
0
0
0
0
0
0
0
3
6:00 P
M
0
0
0
0
1
1
2
0
0
0
0
0
0
0
0
0
0
4
7:00 P
M
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
2
Total
0
0
1
2
1
8
9
7
5
0
0
0
0
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0
0
0
3
3
Pe
r
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0
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0
%
0
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0
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3
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0
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6
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3
.
0
%
2
4
.
2
%
2
7
.
3
%
2
1
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2
%
1
5
.
2
%
0
.
0
%
0
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0
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0
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0
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0
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0
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5
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48
.
9
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To
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Ti
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1
5
1
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2
0
2
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2
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2
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3
0
3
0
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3
5
3
5
-
4
0
4
0
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4
5
4
5
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5
0
5
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5
5
5
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-
6
0
6
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6
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6
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7
0
7
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7
5
7
5
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8
0
8
0
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8
5
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+
V
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12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
2:00 A
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
2
7:00 A
M
0
0
0
0
1
2
2
0
2
0
0
1
0
0
0
0
0
8
8:00 A
M
0
0
1
0
1
0
2
3
1
0
0
0
0
0
0
0
0
8
9:00 A
M
0
0
0
1
1
0
4
3
1
0
0
0
0
0
0
0
0
10
10:00 A
M
0
0
0
0
0
1
3
0
2
0
0
0
0
0
0
0
0
6
11:00 A
M
0
0
0
0
1
1
1
6
0
0
0
0
0
0
0
0
0
9
12:00 P
M
0
0
0
0
0
0
2
2
1
1
0
0
0
0
0
0
0
6
1:00 P
M
0
0
0
0
2
0
2
2
0
0
0
0
0
0
0
0
0
6
2:00 P
M
0
0
0
0
0
1
1
1
1
0
0
0
0
0
0
0
0
4
3:00 P
M
0
0
0
0
0
1
4
2
1
1
0
0
0
0
0
0
0
9
4:00 P
M
0
0
0
0
0
2
2
1
2
0
0
0
0
0
0
0
0
7
5:00 P
M
0
0
0
0
0
1
0
4
2
1
0
0
0
0
0
0
0
8
6:00 P
M
0
0
0
0
0
1
0
0
2
0
0
0
0
0
0
0
0
3
7:00 P
M
0
0
0
0
0
1
0
2
0
0
0
0
0
0
0
0
0
3
8:00 P
M
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
2
9:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
11:00 P
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
To
t
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l
0
0
1
1
6
1
2
2
8
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6
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3
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1
0
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9
4
Pe
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t
0
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0
%
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1
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6
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7
%
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3
.
2
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45
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49
.
9
m
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61
.
7
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:
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:
0
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s
t
b
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d
To
t
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Ti
m
e
0
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1
0
1
0
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1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
0
-
5
5
5
5
-
6
0
6
0
-
6
5
6
5
-
7
0
7
0
-
7
5
7
5
-
8
0
8
0
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8
5
8
5
+
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
6:00 A
M
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
7:00 A
M
0
0
0
0
0
1
1
2
0
0
0
0
0
0
0
0
0
4
8:00 A
M
0
0
0
0
0
0
3
2
1
0
0
0
0
0
0
0
0
6
9:00 A
M
0
0
0
0
0
1
3
3
0
0
0
0
0
0
0
0
0
7
10:00 A
M
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
2
11:00 A
M
0
0
0
0
1
3
1
2
1
0
0
0
0
0
0
0
0
8
12:00 P
M
0
0
0
0
0
3
3
1
0
0
0
0
0
0
0
0
0
7
1:00 P
M
0
0
0
0
1
1
3
2
2
0
0
0
0
0
0
0
0
9
2:00 P
M
0
0
0
0
1
2
3
1
2
0
0
0
0
0
0
0
0
9
3:00 P
M
0
0
0
0
2
2
3
1
1
0
0
0
0
0
0
0
0
9
4:00 P
M
0
0
0
0
0
2
3
4
3
1
0
0
0
0
0
0
0
13
5:00 P
M
0
0
0
1
2
1
3
4
1
0
0
0
0
0
0
0
0
12
6:00 P
M
0
0
0
0
1
3
2
1
0
0
0
0
0
0
0
0
0
7
7:00 P
M
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
2
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
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0
0
0
0
0
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0
0
0
0
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0
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0
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0
To
t
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l
0
0
0
1
8
2
4
3
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1
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Pe
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0
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0
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%
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(
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38
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m
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37
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47
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/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
Ea
s
t
b
o
u
n
d
To
t
a
l
Ti
m
e
0
-
1
0
1
0
-
1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
0
-
5
5
5
5
-
6
0
6
0
-
6
5
6
5
-
7
0
7
0
-
7
5
7
5
-
8
0
8
0
-
8
5
8
5
+
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
7:00 A
M
0
0
0
0
2
3
4
4
0
1
0
0
0
0
0
0
0
14
8:00 A
M
0
0
1
0
0
0
1
3
1
0
1
0
0
0
0
0
0
7
9:00 A
M
0
0
0
2
2
0
2
1
0
0
0
0
0
0
0
0
0
7
10:00 A
M
0
0
0
0
0
1
0
0
2
1
1
0
0
0
0
0
0
5
11:00 A
M
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
0
0
2
12:00 P
M
0
0
0
0
0
0
2
2
1
0
0
0
0
0
0
0
0
5
1:00 P
M
0
0
0
0
1
2
4
1
2
0
0
0
0
0
0
0
0
10
2:00 P
M
0
0
0
0
0
0
4
1
1
0
0
0
0
0
0
0
0
6
3:00 P
M
0
1
0
0
0
1
2
4
3
1
0
0
0
0
0
0
0
12
4:00 P
M
0
0
0
0
0
2
3
0
1
0
0
0
0
0
0
0
0
6
5:00 P
M
0
0
0
0
0
1
1
2
2
0
0
0
0
0
0
0
0
6
6:00 P
M
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
2
7:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
8:00 P
M
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
0
0
0
0
2
1
0
0
0
0
0
0
0
0
0
0
3
10:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
To
t
a
l
0
1
1
2
8
1
3
2
8
1
9
1
3
3
2
0
0
0
0
0
0
9
0
Pe
r
c
e
n
t
0
.
0
%
1
.
1
%
1
.
1
%
2
.
2
%
8
.
9
%
1
4
.
4
%
3
1
.
1
%
2
1
.
1
%
1
4
.
4
%
3
.
3
%
2
.
2
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
5
0
t
h
P
e
r
c
e
n
t
i
l
e
(
M
e
d
i
a
n
)
38
.
0
m
p
h
M
e
a
n
(
A
v
e
r
a
g
e
)
S
p
e
e
d
38
.
3
m
p
h
8
5
t
h
P
e
r
c
e
n
t
i
l
e
45
.
9
m
p
h
1
0
m
p
h
P
a
c
e
mp
h
9
5
t
h
P
e
r
c
e
n
t
i
l
e
51
.
2
m
p
h
P
e
r
c
e
n
t
i
n
P
a
c
e
52
.
2
%
Da
i
l
y
P
e
r
c
e
n
t
i
l
e
S
p
e
e
d
S
u
m
m
a
r
y
Sp
e
e
d
S
t
a
t
i
s
t
i
c
s
35
.
0
-
4
5
.
0
Fr
i
d
a
y
,
O
c
t
o
b
e
r
2
1
,
2
0
2
2
Sp
e
e
d
R
a
n
g
e
(
m
p
h
)
6
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
i
n
g
t
o
n
@
i
d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
We
s
t
b
o
u
n
d
To
t
a
l
Ti
m
e
0
-
1
0
1
0
-
1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
0
-
5
5
5
5
-
6
0
6
0
-
6
5
6
5
-
7
0
7
0
-
7
5
7
5
-
8
0
8
0
-
8
5
8
5
+
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
2
7:00 A
M
0
0
0
0
0
2
5
0
0
0
0
0
0
0
0
0
0
7
8:00 A
M
0
0
0
0
0
2
1
0
0
1
0
0
0
0
0
0
0
4
9:00 A
M
0
0
0
0
0
1
1
3
1
0
0
0
0
0
0
0
0
6
10:00 A
M
0
0
0
1
0
1
2
0
1
0
0
0
0
0
0
0
0
5
11:00 A
M
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
2
12:00 P
M
0
0
0
0
0
0
5
1
0
0
0
0
0
0
0
0
0
6
1:00 P
M
0
0
0
0
0
2
3
0
0
1
0
0
0
0
0
0
0
6
2:00 P
M
0
0
0
0
2
2
1
1
2
0
0
0
0
0
0
0
0
8
3:00 P
M
0
0
0
0
0
3
1
2
0
3
0
0
0
0
0
0
0
9
4:00 P
M
0
0
0
0
0
4
1
2
1
1
0
0
0
0
0
0
0
9
5:00 P
M
0
0
0
0
0
1
3
1
1
0
0
0
0
0
0
0
0
6
6:00 P
M
0
0
0
0
1
3
3
0
0
0
0
0
0
0
0
0
0
7
7:00 P
M
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
10:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
0
0
0
1
3
2
4
2
9
1
2
7
6
0
0
0
0
0
0
0
8
2
Pe
r
c
e
n
t
0
.
0
%
0
.
0
%
0
.
0
%
1
.
2
%
3
.
7
%
2
9
.
3
%
3
5
.
4
%
1
4
.
6
%
8
.
5
%
7
.
3
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
5
0
t
h
P
e
r
c
e
n
t
i
l
e
(
M
e
d
i
a
n
)
36
.
9
m
p
h
M
e
a
n
(
A
v
e
r
a
g
e
)
S
p
e
e
d
38
m
p
h
8
5
t
h
P
e
r
c
e
n
t
i
l
e
45
.
6
m
p
h
1
0
m
p
h
P
a
c
e
mp
h
9
5
t
h
P
e
r
c
e
n
t
i
l
e
50
.
9
m
p
h
P
e
r
c
e
n
t
i
n
P
a
c
e
64
.
6
3
%
Sp
e
e
d
R
a
n
g
e
(
m
p
h
)
Fr
i
d
a
y
,
O
c
t
o
b
e
r
2
1
,
2
0
2
2
Da
i
l
y
P
e
r
c
e
n
t
i
l
e
S
p
e
e
d
S
u
m
m
a
r
y
Sp
e
e
d
S
t
a
t
i
s
t
i
c
s
29
.
8
-
3
9
.
8
7
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
i
n
g
t
o
n
@
i
d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
Ea
s
t
b
o
u
n
d
To
t
a
l
Ti
m
e
0
-
1
0
1
0
-
1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
0
-
5
5
5
5
-
6
0
6
0
-
6
5
6
5
-
7
0
7
0
-
7
5
7
5
-
8
0
8
0
-
8
5
8
5
+
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
2
7:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8:00 A
M
0
0
0
0
0
0
1
3
0
0
0
0
0
0
0
0
0
4
9:00 A
M
0
0
0
1
1
0
2
2
0
0
0
0
0
0
0
0
0
6
10:00 A
M
0
0
0
0
0
2
1
4
4
0
0
0
0
0
0
0
0
11
11:00 A
M
0
0
0
0
1
0
3
0
0
0
0
0
0
0
0
0
0
4
12:00 P
M
0
0
0
0
0
2
3
2
0
0
0
0
0
0
0
0
0
7
1:00 P
M
0
0
0
0
0
0
3
0
2
0
0
1
0
0
0
0
0
6
2:00 P
M
0
0
0
0
0
0
0
2
2
0
0
0
0
0
0
0
0
4
3:00 P
M
0
0
0
0
1
1
2
0
0
0
0
0
0
0
0
0
0
4
4:00 P
M
0
0
0
0
0
0
2
3
1
0
0
0
0
0
0
0
0
6
5:00 P
M
0
0
0
1
0
1
2
2
0
0
0
0
0
0
0
0
0
6
6:00 P
M
0
0
0
0
1
1
1
1
1
0
0
0
0
0
0
0
0
5
7:00 P
M
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
8:00 P
M
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
2
9:00 P
M
0
0
0
1
0
1
1
0
0
0
0
0
0
0
0
0
0
3
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
0
0
0
3
7
9
2
3
1
9
1
0
0
0
1
0
0
0
0
0
7
2
Pe
r
c
e
n
t
0
.
0
%
0
.
0
%
0
.
0
%
4
.
2
%
9
.
7
%
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48
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V
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e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
7:00 A
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
8:00 A
M
0
0
0
0
0
0
0
1
2
0
0
0
0
0
0
0
0
3
9:00 A
M
0
0
0
0
0
0
2
3
0
0
0
0
0
0
0
0
0
5
10:00 A
M
0
0
0
1
0
1
5
1
0
0
0
0
0
0
0
0
0
8
11:00 A
M
0
0
0
0
0
0
5
2
0
0
0
0
0
0
0
0
0
7
12:00 P
M
0
0
0
1
2
3
1
2
0
1
0
0
0
0
0
0
0
10
1:00 P
M
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
2
2:00 P
M
0
0
0
0
3
0
1
0
2
0
0
0
0
0
0
0
0
6
3:00 P
M
0
0
0
1
2
2
4
1
0
0
0
0
0
0
0
0
0
10
4:00 P
M
0
0
1
0
1
2
6
4
0
0
0
0
0
0
0
0
0
14
5:00 P
M
0
0
0
1
1
0
1
2
1
0
0
0
0
0
0
0
0
6
6:00 P
M
0
0
0
2
1
1
1
1
0
0
0
0
0
0
0
0
0
6
7:00 P
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0
0
0
0
0
0
2
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0
0
0
0
0
0
0
0
0
3
8:00 P
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0
0
0
0
0
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1
0
0
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0
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0
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0
0
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9:00 P
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0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
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10:00 P
M
0
0
0
0
0
0
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0
0
0
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11:00 P
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V
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12:00 A
M
0
0
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0
0
0
0
0
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0
0
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1:00 A
M
0
0
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
6:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 A
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
8:00 A
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
9:00 A
M
0
0
0
0
0
1
1
2
1
1
0
0
0
0
0
0
0
6
10:00 A
M
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
2
11:00 A
M
0
0
0
0
0
1
0
1
0
0
1
0
0
0
0
0
0
3
12:00 P
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0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
2
1:00 P
M
0
0
0
0
0
0
1
3
0
1
0
0
0
0
0
0
0
5
2:00 P
M
0
0
0
0
0
1
1
0
1
0
0
0
0
0
0
0
0
3
3:00 P
M
0
0
0
0
1
1
1
1
1
0
0
0
0
0
0
0
0
5
4:00 P
M
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
5:00 P
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 P
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0
0
0
0
0
0
0
3
0
0
0
0
0
0
0
0
0
3
7:00 P
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0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
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8:00 P
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0
0
0
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0
0
0
0
0
0
0
0
0
0
0
0
0
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9:00 P
M
0
0
0
0
0
0
2
2
0
0
0
0
0
0
0
0
0
4
10:00 P
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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11:00 P
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0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
Total
0
0
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3
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5
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6
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6
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V
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12:00 A
M
0
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0
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1:00 A
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0
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2:00 A
M
0
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0
0
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0
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3:00 A
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0
0
0
0
0
0
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0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 A
M
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
8:00 A
M
0
0
0
0
0
1
0
1
0
1
0
0
0
0
0
0
0
3
9:00 A
M
0
0
0
0
0
0
0
1
2
0
0
0
0
0
0
0
0
3
10:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 A
M
0
0
0
0
0
1
1
1
0
1
0
0
0
0
0
0
0
4
12:00 P
M
0
0
0
0
0
2
2
1
0
2
0
0
0
0
0
0
0
7
1:00 P
M
0
0
0
0
1
0
1
2
0
0
0
0
0
0
0
0
0
4
2:00 P
M
0
0
0
0
1
0
2
0
0
0
0
0
0
0
0
0
0
3
3:00 P
M
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
2
4:00 P
M
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
2
5:00 P
M
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
6:00 P
M
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
7:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
8:00 P
M
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
2
9:00 P
M
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
2
10:00 P
M
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
2
11:00 P
M
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
Total
0
0
0
0
2
5
1
6
1
2
3
4
0
0
0
0
0
0
0
4
2
Pe
r
c
e
n
t
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
4
.
8
%
1
1
.
9
%
3
8
.
1
%
2
8
.
6
%
7
.
1
%
9
.
5
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
5
0
t
h
P
e
r
c
e
n
t
i
l
e
(
M
e
d
i
a
n
)
39
.
5
m
p
h
M
e
a
n
(
A
v
e
r
a
g
e
)
S
p
e
e
d
40
.
2
m
p
h
8
5
t
h
P
e
r
c
e
n
t
i
l
e
46
.
9
m
p
h
1
0
m
p
h
P
a
c
e
mp
h
9
5
t
h
P
e
r
c
e
n
t
i
l
e
53
.
4
m
p
h
P
e
r
c
e
n
t
i
n
P
a
c
e
66
.
6
7
%
Sp
e
e
d
R
a
n
g
e
(
m
p
h
)
Da
i
l
y
P
e
r
c
e
n
t
i
l
e
S
p
e
e
d
S
u
m
m
a
r
y
Sp
e
e
d
S
t
a
t
i
s
t
i
c
s
34
.
4
-
4
4
.
4
Su
n
d
a
y
,
O
c
t
o
b
e
r
2
3
,
2
0
2
2
11
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
i
n
g
t
o
n
@
i
d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
Ea
s
t
b
o
u
n
d
To
t
a
l
Ti
m
e
0
-
1
0
1
0
-
1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
0
-
5
5
5
5
-
6
0
6
0
-
6
5
6
5
-
7
0
7
0
-
7
5
7
5
-
8
0
8
0
-
8
5
8
5
+
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
1
2
1
0
0
0
0
0
0
0
0
0
4
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
2
7:00 A
M
0
0
0
0
1
2
4
0
1
0
1
0
0
0
0
0
0
9
8:00 A
M
0
0
0
0
0
1
1
1
0
0
0
0
0
0
0
0
0
3
9:00 A
M
0
0
0
0
1
0
0
1
0
1
0
0
0
0
0
0
0
3
10:00 A
M
0
0
0
0
0
0
1
1
2
0
0
0
0
0
0
0
0
4
11:00 A
M
0
0
0
0
1
1
2
1
0
0
0
0
0
0
0
0
0
5
12:00 P
M
0
0
0
0
0
0
2
2
1
1
0
0
0
0
0
0
0
6
1:00 P
M
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
2:00 P
M
0
0
0
0
2
1
1
1
2
0
0
0
0
0
0
0
0
7
3:00 P
M
0
0
0
0
1
1
1
2
0
0
0
0
0
0
0
0
0
5
4:00 P
M
0
0
0
0
0
3
0
3
1
1
0
0
0
0
0
0
0
8
5:00 P
M
0
0
0
0
1
0
2
0
0
0
1
0
0
0
0
0
0
4
6:00 P
M
0
0
0
0
0
0
2
1
0
0
0
0
0
0
0
0
0
3
7:00 P
M
0
0
0
0
0
0
3
1
0
0
0
0
0
0
0
0
0
4
8:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
Total
0
0
0
0
8
1
3
2
2
1
6
7
3
2
0
0
0
0
0
0
7
1
Pe
r
c
e
n
t
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
1
1
.
3
%
1
8
.
3
%
3
1
.
0
%
2
2
.
5
%
9
.
9
%
4
.
2
%
2
.
8
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
5
0
t
h
P
e
r
c
e
n
t
i
l
e
(
M
e
d
i
a
n
)
38
.
7
m
p
h
M
e
a
n
(
A
v
e
r
a
g
e
)
S
p
e
e
d
39
.
0
m
p
h
8
5
t
h
P
e
r
c
e
n
t
i
l
e
46
.
8
m
p
h
1
0
m
p
h
P
a
c
e
mp
h
9
5
t
h
P
e
r
c
e
n
t
i
l
e
53
.
7
m
p
h
P
e
r
c
e
n
t
i
n
P
a
c
e
57
.
8
%
Sp
e
e
d
S
t
a
t
i
s
t
i
c
s
34
.
0
-
4
4
.
0
Da
i
l
y
P
e
r
c
e
n
t
i
l
e
S
p
e
e
d
S
u
m
m
a
r
y
Sp
e
e
d
R
a
n
g
e
(
m
p
h
)
Mo
n
d
a
y
,
O
c
t
o
b
e
r
2
4
,
2
0
2
2
12
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
i
n
g
t
o
n
@
i
d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
We
s
t
b
o
u
n
d
To
t
a
l
Ti
m
e
0
-
1
0
1
0
-
1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
0
-
5
5
5
5
-
6
0
6
0
-
6
5
6
5
-
7
0
7
0
-
7
5
7
5
-
8
0
8
0
-
8
5
8
5
+
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
5:00 A
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
6:00 A
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
7:00 A
M
0
0
0
0
0
0
1
2
0
0
0
0
0
0
0
0
0
3
8:00 A
M
0
0
0
1
1
0
1
2
1
0
0
0
0
0
0
0
0
6
9:00 A
M
0
0
0
0
2
2
0
0
1
0
0
0
0
0
0
0
0
5
10:00 A
M
0
0
0
0
0
2
2
1
0
0
0
0
0
0
0
0
0
5
11:00 A
M
0
0
0
0
0
0
3
2
0
0
0
0
0
0
0
0
0
5
12:00 P
M
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
0
2
1:00 P
M
0
0
0
0
1
1
3
2
0
2
0
0
0
0
0
0
0
9
2:00 P
M
0
0
0
0
0
1
2
1
0
1
0
0
0
0
0
0
0
5
3:00 P
M
0
0
0
2
0
3
1
0
2
0
0
0
0
0
0
0
0
8
4:00 P
M
0
0
0
0
0
2
3
0
1
0
0
0
0
0
0
0
0
6
5:00 P
M
0
0
0
0
2
1
1
2
1
0
0
0
0
0
0
0
0
7
6:00 P
M
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
2
7:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8:00 P
M
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
9:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
Total
0
0
0
3
6
1
5
2
2
1
4
6
4
0
0
0
0
0
0
0
7
0
Pe
r
c
e
n
t
0
.
0
%
0
.
0
%
0
.
0
%
4
.
3
%
8
.
6
%
2
1
.
4
%
3
1
.
4
%
2
0
.
0
%
8
.
6
%
5
.
7
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
5
0
t
h
P
e
r
c
e
n
t
i
l
e
(
M
e
d
i
a
n
)
37
.
8
m
p
h
M
e
a
n
(
A
v
e
r
a
g
e
)
S
p
e
e
d
37
.
6
m
p
h
8
5
t
h
P
e
r
c
e
n
t
i
l
e
45
.
0
m
p
h
1
0
m
p
h
P
a
c
e
mp
h
9
5
t
h
P
e
r
c
e
n
t
i
l
e
50
.
0
m
p
h
P
e
r
c
e
n
t
i
n
P
a
c
e
57
.
1
4
%
Sp
e
e
d
R
a
n
g
e
(
m
p
h
)
Mo
n
d
a
y
,
O
c
t
o
b
e
r
2
4
,
2
0
2
2
32
.
1
-
4
2
.
1
Da
i
l
y
P
e
r
c
e
n
t
i
l
e
S
p
e
e
d
S
u
m
m
a
r
y
Sp
e
e
d
S
t
a
t
i
s
t
i
c
s
13
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
i
n
g
t
o
n
@
i
d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
Ea
s
t
b
o
u
n
d
To
t
a
l
Ti
m
e
0
-
1
0
1
0
-
1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
0
-
5
5
5
5
-
6
0
6
0
-
6
5
6
5
-
7
0
7
0
-
7
5
7
5
-
8
0
8
0
-
8
5
8
5
+
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
2
7:00 A
M
0
0
0
0
0
4
3
2
0
0
1
0
0
0
0
0
0
10
8:00 A
M
0
0
0
1
0
0
1
0
0
1
0
0
0
0
0
0
0
3
9:00 A
M
0
0
0
0
0
1
1
4
0
1
0
0
0
0
0
0
0
7
10:00 A
M
0
0
0
0
0
2
2
1
2
0
0
0
0
0
0
0
0
7
11:00 A
M
0
0
0
0
0
0
1
0
2
1
0
0
0
0
0
0
0
4
12:00 P
M
0
0
0
0
0
3
0
0
0
0
0
0
0
0
0
0
0
3
1:00 P
M
0
0
0
0
0
0
2
1
2
0
0
0
0
0
0
0
0
5
2:00 P
M
0
0
0
0
0
1
3
1
1
0
0
0
0
0
0
0
0
6
3:00 P
M
0
0
0
0
0
0
1
2
0
0
0
0
0
0
0
0
0
3
4:00 P
M
0
0
0
0
0
0
2
1
0
0
0
0
0
0
0
0
0
3
5:00 P
M
0
0
0
0
0
1
1
1
1
0
0
0
0
0
0
0
0
4
6:00 P
M
0
0
0
0
0
0
0
2
4
0
0
0
0
0
0
0
0
6
7:00 P
M
0
0
0
0
0
2
0
1
0
0
0
0
0
0
0
0
0
3
8:00 P
M
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
2
10:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
To
t
a
l
0
0
0
1
1
1
5
1
8
1
8
1
3
3
1
0
0
0
0
0
0
7
0
Pe
r
c
e
n
t
0
.
0
%
0
.
0
%
0
.
0
%
1
.
4
%
1
.
4
%
2
1
.
4
%
2
5
.
7
%
2
5
.
7
%
1
8
.
6
%
4
.
3
%
1
.
4
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
5
0
t
h
P
e
r
c
e
n
t
i
l
e
(
M
e
d
i
a
n
)
39
.
7
m
p
h
M
e
a
n
(
A
v
e
r
a
g
e
)
S
p
e
e
d
39
.
8
m
p
h
8
5
t
h
P
e
r
c
e
n
t
i
l
e
46
.
4
m
p
h
1
0
m
p
h
P
a
c
e
mp
h
9
5
t
h
P
e
r
c
e
n
t
i
l
e
52
.
6
m
p
h
P
e
r
c
e
n
t
i
n
P
a
c
e
61
.
4
%
Sp
e
e
d
R
a
n
g
e
(
m
p
h
)
Tu
e
s
d
a
y
,
O
c
t
o
b
e
r
2
5
,
2
0
2
2
Da
i
l
y
P
e
r
c
e
n
t
i
l
e
S
p
e
e
d
S
u
m
m
a
r
y
Sp
e
e
d
S
t
a
t
i
s
t
i
c
s
32
.
8
-
4
2
.
8
14
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
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t
h
i
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g
t
o
n
@
i
d
a
x
d
a
t
a
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c
o
m
Lo
c
a
t
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o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
We
s
t
b
o
u
n
d
To
t
a
l
Ti
m
e
0
-
1
0
1
0
-
1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
0
-
5
5
5
5
-
6
0
6
0
-
6
5
6
5
-
7
0
7
0
-
7
5
7
5
-
8
0
8
0
-
8
5
8
5
+
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
2
7:00 A
M
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
0
2
8:00 A
M
0
0
0
0
0
2
0
2
1
0
0
0
0
0
0
0
0
5
9:00 A
M
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
2
10:00 A
M
0
0
0
0
0
0
2
3
0
0
0
0
0
0
0
0
0
5
11:00 A
M
0
0
0
0
2
0
3
1
0
0
0
0
0
0
0
0
0
6
12:00 P
M
0
0
0
0
0
0
2
2
0
0
0
0
0
0
0
0
0
4
1:00 P
M
0
0
0
0
0
0
4
3
0
0
0
0
0
0
0
0
0
7
2:00 P
M
0
0
0
0
0
1
1
2
0
0
0
0
0
0
0
0
0
4
3:00 P
M
0
1
0
0
0
0
4
2
0
1
0
0
0
0
0
0
0
8
4:00 P
M
0
0
0
0
0
0
1
2
2
0
0
0
0
0
0
0
0
5
5:00 P
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
6:00 P
M
0
0
0
0
1
1
0
3
0
0
0
0
0
0
0
0
0
5
7:00 P
M
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 P
M
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
0
1
0
1
5
9
1
8
2
1
5
1
0
0
0
0
0
0
0
6
1
Pe
r
c
e
n
t
0
.
0
%
1
.
6
%
0
.
0
%
1
.
6
%
8
.
2
%
1
4
.
8
%
2
9
.
5
%
3
4
.
4
%
8
.
2
%
1
.
6
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
5
0
t
h
P
e
r
c
e
n
t
i
l
e
(
M
e
d
i
a
n
)
39
.
4
m
p
h
M
e
a
n
(
A
v
e
r
a
g
e
)
S
p
e
e
d
38
.
3
m
p
h
8
5
t
h
P
e
r
c
e
n
t
i
l
e
44
.
6
m
p
h
1
0
m
p
h
P
a
c
e
mp
h
9
5
t
h
P
e
r
c
e
n
t
i
l
e
47
.
5
m
p
h
P
e
r
c
e
n
t
i
n
P
a
c
e
65
.
5
7
%
Da
i
l
y
P
e
r
c
e
n
t
i
l
e
S
p
e
e
d
S
u
m
m
a
r
y
Sp
e
e
d
S
t
a
t
i
s
t
i
c
s
35
.
7
-
4
5
.
7
Sp
e
e
d
R
a
n
g
e
(
m
p
h
)
Tu
e
s
d
a
y
,
O
c
t
o
b
e
r
2
5
,
2
0
2
2
15
TJ
W
e
t
h
i
n
g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
tj
.
w
e
t
h
i
n
g
t
o
n
@
i
d
a
x
d
a
t
a
.
c
o
m
Lo
c
a
t
i
o
n
:
C
R
1
1
5
E
/
O
C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
t
o
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
e
:
0
2
Ea
s
t
b
o
u
n
d
To
t
a
l
Ti
m
e
0
-
1
0
1
0
-
1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
0
-
5
5
5
5
-
6
0
6
0
-
6
5
6
5
-
7
0
7
0
-
7
5
7
5
-
8
0
8
0
-
8
5
8
5
+
V
o
l
u
m
e
12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 A
M
0
0
0
0
1
2
2
1
0
0
0
0
0
0
0
0
0
6
8:00 A
M
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
9:00 A
M
0
0
0
1
1
0
1
2
0
0
0
0
0
0
0
0
0
5
10:00 A
M
0
0
0
0
0
1
1
1
2
0
0
0
0
0
0
0
0
5
11:00 A
M
0
0
0
0
1
0
1
1
0
0
0
0
0
0
0
0
0
3
12:00 P
M
0
0
0
0
0
1
1
1
0
0
0
0
0
0
0
0
0
3
1:00 P
M
0
0
0
0
0
0
2
1
1
0
0
0
0
0
0
0
0
4
2:00 P
M
0
0
0
0
0
1
2
1
1
0
0
0
0
0
0
0
0
5
3:00 P
M
0
0
0
0
0
1
2
2
1
1
0
0
0
0
0
0
0
7
4:00 P
M
0
0
0
0
0
1
2
1
1
0
0
0
0
0
0
0
0
5
5:00 P
M
0
0
0
0
0
1
1
1
1
0
0
0
0
0
0
0
0
4
6:00 P
M
0
0
0
0
0
1
1
1
1
0
0
0
0
0
0
0
0
4
7:00 P
M
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9:00 P
M
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
0
2
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
0
0
0
1
3
1
0
1
9
1
5
8
1
0
0
0
0
0
0
0
5
7
Pe
r
c
e
n
t
0
.
0
%
0
.
0
%
0
.
0
%
1
.
8
%
5
.
3
%
1
7
.
5
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.
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.
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4
.
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.
8
%
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.
0
%
0
.
0
%
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.
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.
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0
.
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0
.
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39
.
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35
.
7
-
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5
.
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m
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9
5
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h
P
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r
c
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51
.
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m
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P
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r
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P
a
c
e
55
.
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%
To
t
a
l
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P
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r
c
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To
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(
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To
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a
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S
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A
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16
TJ
W
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t
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72
0
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c
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C
R
1
1
5
E
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C
R
1
2
0
Da
t
e
R
a
n
g
e
:
1
0
/
1
9
/
2
0
2
2
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o
1
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2
5
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2
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2
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Si
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:
0
2
We
s
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To
t
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Ti
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e
0
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1
0
1
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1
5
1
5
-
2
0
2
0
-
2
5
2
5
-
3
0
3
0
-
3
5
3
5
-
4
0
4
0
-
4
5
4
5
-
5
0
5
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-
5
5
5
5
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6
0
6
0
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6
5
6
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7
5
7
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8
0
8
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5
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5
+
V
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12:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6:00 A
M
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
1
7:00 A
M
0
0
0
0
0
1
1
1
0
0
0
0
0
0
0
0
0
3
8:00 A
M
0
0
0
0
0
1
1
1
1
0
0
0
0
0
0
0
0
4
9:00 A
M
0
0
0
0
0
1
1
1
1
0
0
0
0
0
0
0
0
4
10:00 A
M
0
0
0
0
0
1
2
1
0
0
0
0
0
0
0
0
0
4
11:00 A
M
0
0
0
0
0
1
2
1
0
0
0
0
0
0
0
0
0
4
12:00 P
M
0
0
0
0
0
1
2
1
0
1
0
0
0
0
0
0
0
5
1:00 P
M
0
0
0
0
0
1
2
1
0
0
0
0
0
0
0
0
0
4
2:00 P
M
0
0
0
0
1
1
2
1
1
0
0
0
0
0
0
0
0
6
3:00 P
M
0
0
0
1
1
2
2
1
0
1
0
0
0
0
0
0
0
8
4:00 P
M
0
0
0
0
0
2
2
2
2
0
0
0
0
0
0
0
0
8
5:00 P
M
0
0
0
0
1
1
1
1
1
0
0
0
0
0
0
0
0
5
6:00 P
M
0
0
0
0
1
1
2
1
0
0
0
0
0
0
0
0
0
5
7:00 P
M
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
2
8:00 P
M
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
1
9:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11:00 P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Total
0
0
0
1
4
1
5
2
2
1
4
6
2
0
0
0
0
0
0
0
6
4
Pe
r
c
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n
t
0
.
0
%
0
.
0
%
0
.
0
%
1
.
6
%
6
.
3
%
2
3
.
4
%
3
4
.
4
%
2
1
.
9
%
9
.
4
%
3
.
1
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
%
0
.
0
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0
.
0
%
No
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37
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44
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4
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32
.
5
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.
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m
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9
5
t
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r
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n
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.
4
m
p
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a
c
e
59
.
1
%
To
t
a
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y
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r
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a
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s
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(
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S
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17
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1
1
5
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C
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1
2
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Da
t
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R
a
n
g
e
:
1
0
/
1
9
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2
0
2
2
-
1
0
/
2
5
/
2
0
2
2
Si
t
e
C
o
d
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:
0
2
Ti
m
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E
B
W
B
T
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t
a
l
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B
W
B
T
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a
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B
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a
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a
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B
W
B
T
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B
W
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T
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t
a
l
12:00 A
M
0
0
0
0
1
1
0
0
0
0
0
0
0
0
0
4
1
5
0
0
0
0
0
0
1:00 A
M
0
0
0
1
0
1
1
0
1
1
0
1
0
1
1
0
0
0
0
0
0
0
0
0
2:00 A
M
0
0
0
1
0
1
0
0
0
0
0
0
1
0
1
0
0
0
0
0
0
0
0
0
3:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4:00 A
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
2
0
1
1
0
0
0
5:00 A
M
0
0
0
0
1
1
0
0
0
0
0
0
1
0
1
0
1
1
0
0
0
0
0
0
6:00 A
M
0
0
0
2
1
3
1
2
3
2
1
3
0
0
0
2
1
3
2
2
4
1
1
2
7:00 A
M
0
0
0
8
4
1
2
1
4
7
2
1
0
1
1
1
1
2
9
3
1
2
1
0
2
1
2
6
2
8
8:00 A
M
0
0
0
8
6
1
4
7
4
1
1
4
3
7
1
3
4
3
6
9
3
5
8
4
4
7
9:00 A
M
0
0
0
1
0
7
1
7
7
6
1
3
6
5
1
1
6
3
9
3
5
8
7
2
9
6
3
9
10:00 A
M
0
0
0
6
2
8
5
5
1
0
1
1
8
1
9
2
0
2
4
5
9
7
5
1
2
4
2
7
11:00 A
M
0
0
0
9
8
1
7
2
2
4
4
7
1
1
3
4
7
5
5
1
0
4
6
1
0
4
5
9
12:00 P
M
0
0
0
6
7
1
3
5
6
1
1
7
1
0
1
7
2
7
9
6
2
8
3
4
7
3
4
7
1:00 P
M
0
0
0
6
9
1
5
1
0
6
1
6
6
2
8
5
4
9
1
9
1
0
5
7
1
2
4
5
9
2:00 P
M
1
5
6
4
9
1
3
6
8
1
4
4
6
1
0
3
3
6
7
5
1
2
6
4
1
0
4
6
1
0
3:00 P
M
5
3
8
9
9
1
8
1
2
9
2
1
4
1
0
1
4
5
2
7
5
8
1
3
3
8
1
1
6
7
1
2
4:00 P
M
4
1
3
1
7
7
1
3
2
0
6
9
1
5
6
1
4
2
0
2
2
4
8
6
1
4
3
5
8
5
1
0
1
5
5:00 P
M
1
1
3
1
4
8
1
2
2
0
6
6
1
2
6
6
1
2
0
1
1
4
7
1
1
4
1
5
8
5
1
3
6:00 P
M
3
4
7
3
7
1
0
2
7
9
5
6
1
1
3
2
5
3
2
5
6
5
1
1
4
5
9
7:00 P
M
2
2
4
3
2
5
1
2
3
1
3
4
1
1
2
4
0
4
3
2
5
3
2
5
8:00 P
M
1
1
2
2
1
3
1
1
2
2
1
3
0
2
2
0
2
2
1
1
2
1
1
2
9:00 P
M
1
0
1
0
2
2
3
1
4
3
1
4
4
2
6
1
0
1
2
0
2
1
1
2
10:00 P
M
0
0
0
1
0
1
1
1
2
0
1
1
0
2
2
0
0
0
1
1
2
1
0
1
11:00 P
M
2
2
4
0
0
0
0
0
0
0
0
0
1
2
3
1
1
2
0
0
0
1
1
1
To
t
a
l
3
0
3
3
6
3
9
4
1
0
1
1
9
5
9
0
8
2
1
7
2
7
2
8
5
1
5
7
4
1
4
2
8
3
7
1
7
0
1
4
1
7
0
6
1
1
3
1
6
5
6
5
1
3
0
Pe
r
c
e
n
t
4
8
%
5
2
%
-
48
%
5
2
%
-
52
%
4
8
%
-
46
%
5
4
%
-
49
%
5
1
%
-
50
%
5
0
%
-
53
%
4
7
%
-
50
%
5
0
%
-
1.
M
i
d
-
w
e
e
k
a
v
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r
a
g
e
i
n
c
l
u
d
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s
d
a
t
a
b
e
t
w
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e
n
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u
e
s
d
a
y
a
n
d
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h
u
r
s
d
a
y
.
10
/
2
5
/
2
0
2
2
10
/
2
4
/
2
0
2
2
10
/
2
3
/
2
0
2
2
10
/
2
2
/
2
0
2
2
We
d
n
e
s
d
a
y
Th
u
r
s
d
a
y
Fr
i
d
a
y
10
/
2
0
/
2
0
2
2
10
/
1
9
/
2
0
2
2
Mi
d
-
W
e
e
k
A
v
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r
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e
10
/
2
1
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2
0
2
2
Sa
t
u
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d
a
y
Su
n
d
a
y
Mo
n
d
a
y
Tu
e
s
d
a
y
1
TJ
W
e
t
h
i
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g
t
o
n
72
0
-
6
4
6
-
1
0
0
8
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c
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m
Full Time Full Time
Seasonal Seasonal
Part Time Part Time
Total FT + Seasonal
Total
Tuhaye
SVR
1.386
75
SVR Employee Housing 58
87 # Non-SVR Employee Living on Site 26
49 Total People Comuting to and from work 75
Assuming fullt ime employees get housing priority housing, 76 full-time employees
get housing, 11 part-time employees get housing, and all 23 part time employees
don’t get housing. 64% live on site and 36% live off site.
SVR On-Site Employee Calculations
On Site Employee Housing Units
Assume 58 of 75 Housing Units are for SVR Employees
Assume 1.5 employees per housing unit
113
# SVR Employees Living off-site
# SVR Employees Living on Site
# Dwelling Units
800
577
% Difference
124
61
38
223
Tuhaye Employee Count SVR Employee Count
76
37
23
136
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1: SH 82 & Commercial Access /CR 115
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 2 18 0 27 4 854 16 41 1898 0
Future Volume (vph)0 0 2 18 0 27 4 854 16 41 1898 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.865 0.850 0.997
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3529 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3529 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 2 0 20 29 0 4 945 0 45 2063 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 66.8%ICU Level of Service C
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 2 18 0 27 4 854 16 41 1898 0
Future Vol, veh/h 0 0 2 18 0 27 4 854 16 41 1898 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 2 20 0 29 4 928 17 45 2063 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2625 3106 1032 2067 3098 473 2063 0 0 945 0 0
Stage 1 2153 2153 - 945 945 -------
Stage 2 472 953 - 1122 2153 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 16.545.54-6.545.54-------
Critical Hdwy Stg 26.545.54-6.545.54-------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 12 11 230 31 12 538 267 - - 722 - -
Stage 1 49 86 - 282 339 -------
Stage 2 542 336 - 219 86 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 11 10 230 29 11 538 267 - - 722 - -
Mov Cap-2 Maneuver 11 10 - 29 11 -------
Stage 1 48 81 - 278 334 -------
Stage 2 505 331 - 203 81 -------
Approach EB WB NB SB
HCM Control Delay, s 20.8 112.6 0.1 0.2
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)267 - - 230 29 538 722 - -
HCM Lane V/C Ratio 0.016 - - 0.009 0.675 0.055 0.062 - -
HCM Control Delay (s) 18.7 - - 20.8 263.4 12.1 10.3 - -
HCM Lane LOS C - - C F B B - -
HCM 95th %tile Q(veh) 0.1 - - 0 2.2 0.2 0.2 - -
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 14 0080000000
Future Volume (vph)0 14 0080000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 15 0090000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0140080000000
Future Vol, veh/h 0 14 0080000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0150090000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 9 0 0 15 0 0 24 24 15 24 24 9
Stage 1 ------1515-99-
Stage 2 ------99-1515-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1611 - - 1603 - - 987 869 1065 987 869 1073
Stage 1 ------1005 883 - 1012 888 -
Stage 2 ------1012 888 - 1005 883 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1611 - - 1603 - - 987 869 1065 987 869 1073
Mov Cap-2 Maneuver ------987869-987869-
Stage 1 ------1005 883 - 1012 888 -
Stage 2 ------1012 888 - 1005 883 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1611 - - 1603 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 14 0080000000
Future Volume (vph)0 14 0080000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 15 0090000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0140080000000
Future Vol, veh/h 0 14 0080000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0150090000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 9 0 0 15 0 0 24 24 15 24 24 9
Stage 1 ------1515-99-
Stage 2 ------99-1515-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1611 - - 1603 - - 987 869 1065 987 869 1073
Stage 1 ------1005 883 - 1012 888 -
Stage 2 ------1012 888 - 1005 883 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1611 - - 1603 - - 987 869 1065 987 869 1073
Mov Cap-2 Maneuver ------987869-987869-
Stage 1 ------1005 883 - 1012 888 -
Stage 2 ------1012 888 - 1005 883 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1611 - - 1603 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
4: SH 82 & CR 154 /CR 114
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)20 43 185 85 58 84 61 627 35 193 1657 52
Future Volume (vph)20 43 185 85 58 84 61 627 35 193 1657 52
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 60 150
Storage Lanes 0 1 0 1 1 1 1 1
Taper Length (ft)25 25 145 130
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.984 0.971 0.950 0.950
Satd. Flow (prot)0 1833 1583 0 1809 1583 1770 3539 1583 1770 3539 1583
Flt Permitted 0.628 0.778 0.950 0.950
Satd. Flow (perm)0 1170 1583 0 1449 1583 1770 3539 1583 1770 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)126 91 80 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 265
Travel Time (s)22.9 2.9 6.7 3.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 69 201 0 155 91 66 682 38 210 1801 57
Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 8 2 6
Detector Phase 484848162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)21.3 21.8 21.8 21.3 10.7 112.0 114.6 13.2 114.6 112.0
Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.06 0.66 0.67 0.08 0.67 0.66
v/c Ratio 0.47 0.64 0.84 0.33 0.59 0.29 0.03 1.53 0.76 0.05
Control Delay 79.8 36.1 105.7 14.5 99.3 12.7 0.1 318.0 21.5 0.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 79.8 36.1 105.7 14.5 99.3 12.7 0.1 318.0 21.5 0.9
LOS E D F B F B A F C A
Approach Delay 47.3 72.0 19.3 51.1
Approach LOS D E B D
Queue Length 50th (ft)72 78 169 0 73 160 0 ~346 697 0
Queue Length 95th (ft)130 172 #286 57 129 194 0 #526 789 8
Internal Link Dist (ft)926 70 460 185
4: SH 82 & CR 154 /CR 114
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 60 150
Base Capacity (vph)158 327 200 292 119 2331 1093 137 2384 1070
Starvation Cap Reductn 0 0 00000000
Spillback Cap Reductn 0 0 00000000
Storage Cap Reductn 0 0 00000000
Reduced v/c Ratio 0.44 0.61 0.78 0.31 0.55 0.29 0.03 1.53 0.76 0.05
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.53
Intersection Signal Delay: 44.9 Intersection LOS: D
Intersection Capacity Utilization 84.8%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)11 144 117 8 180 2 40 05028
Future Volume (vph)11 144 117 8 180 2 40 05028
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 505 105 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.942 0.999 0.967 0.890
Flt Protected 0.998 0.998 0.950 0.962
Satd. Flow (prot)0 1751 0 0 3529 0 1681 1646 0 0 1658 0
Flt Permitted 0.998 0.998 0.950 0.962
Satd. Flow (perm)0 1751 0 0 3529 0 1681 1646 0 0 1658 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 1837 1037 952
Travel Time (s)2.9 35.8 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)43%
Lane Group Flow (vph) 0 296 0 0 207 0 25 23 0 0 11 0
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.5%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 11144117818024005028
Future Vol, veh/h 11 144 117 8 180 2 40 05028
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length -----505105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 12157127919624305029
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 198 0 0 284 0 0 362 461 221 462 523 99
Stage 1 ------245245-215215-
Stage 2 ------117216-247308-
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93
Critical Hdwy Stg 1 ------6.135.53-6.535.53-
Critical Hdwy Stg 2 ------6.535.53-6.135.53-
Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319
Pot Cap-1 Maneuver 1373 - - 1277 - - 581 497 818 496 458 938
Stage 1 ------758703-768724-
Stage 2 ------876723-756660-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1373 - - 1277 - - 565 488 818 486 449 938
Mov Cap-2 Maneuver ------565488-486449-
Stage 1 ------750695-760718-
Stage 2 ------858717-743653-
Approach EB WB NB SB
HCM Control Delay, s 0.3 0.3 11.4 9.7
HCM LOS B A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)565 617 1373 - - 1277 - - 770
HCM Lane V/C Ratio 0.051 0.032 0.009 - - 0.007 - - 0.014
HCM Control Delay (s) 11.7 11 7.6 0 - 7.8 0 - 9.7
HCM Lane LOS BBAA -AA -A
HCM 95th %tile Q(veh) 0.2 0.1 0 - - 0 - - 0
6: CR 114 /CR 114 & CMC West Access
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)18 3 40 53 1 45
Future Volume (vph)18 3 40 53 1 45
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.982 0.850
Flt Protected 0.958 0.999
Satd. Flow (prot)1752 0 1863 1583 0 1861
Flt Permitted 0.958 0.999
Satd. Flow (perm)1752 0 1863 1583 0 1861
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 23 0 43 58 0 50
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.3%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 18 3 40 53 1 45
Future Vol, veh/h 18 3 40 53 1 45
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 20 3 43 58 1 49
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 94 43 0 0 101 0
Stage 1 43 -----
Stage 2 51 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 906 1027 - - 1491 -
Stage 1 979 -----
Stage 2 971 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 905 1027 - - 1491 -
Mov Cap-2 Maneuver 905 -----
Stage 1 978 -----
Stage 2 971 -----
Approach WB NB SB
HCM Control Delay, s 9 0 0.2
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 921 1491 -
HCM Lane V/C Ratio - - 0.025 0.001 -
HCM Control Delay (s) - - 9 7.4 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
7: CMC East Access & CR 114/CR 114
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph)12 5 0 69 1 1
Future Volume (vph)12 5 0 69 1 1
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.962 0.932
Flt Protected 0.976
Satd. Flow (prot)1792 0 0 1863 1694 0
Flt Permitted 0.976
Satd. Flow (perm)1792 0 0 1863 1694 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 18 0 0 75 2 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.6% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2023 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 12 5 0 69 1 1
Future Vol, veh/h 12 5 0 69 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 13 5 0 75 1 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 18 0 91 16
Stage 1 - - - - 16 -
Stage 2 - - - - 75 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1599 - 909 1063
Stage 1 - - - - 1007 -
Stage 2 - - - - 948 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1599 - 909 1063
Mov Cap-2 Maneuver - - - - 909 -
Stage 1 - - - - 1007 -
Stage 2 - - - - 948 -
Approach EB WB NB
HCM Control Delay, s 0 0 8.7
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)980 - - 1599 -
HCM Lane V/C Ratio 0.002 ----
HCM Control Delay (s) 8.7 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -
1: SH 82 & Commercial Access /CR 115
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)003704432090 12 15 792 0
Future Volume (vph)003704432090 12 15 792 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.865 0.850 0.999
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph)030848032285 0 16 861 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 70.6%ICU Level of Service C
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 003704432090 12 15 792 0
Future Vol, veh/h 0 03704432090 12 15 792 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 003804832272 13 16 861 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2035 3184 431 2748 3178 1143 861 0 0 2285 0 0
Stage 1 893 893 - 2285 2285 -------
Stage 2 1142 2291 - 463 893 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 16.545.54-6.545.54-------
Critical Hdwy Stg 26.545.54-6.545.54-------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 33 10 573 9 10 194 776 - - 218 - -
Stage 1 303 358 - 40 74 -------
Stage 2 213 73 - 548 358 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 23 9 573 8 9 194 776 - - 218 - -
Mov Cap-2 Maneuver 23 9 - 8 9 -------
Stage 1 302 332 - 40 74 -------
Stage 2 160 73 - 505 332 -------
Approach EB WB NB SB
HCM Control Delay, s 11.3 146.6 0 0.4
HCM LOS B F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)776 - - 573 8 194 218 - -
HCM Lane V/C Ratio 0.004 - - 0.006 0.951 0.247 0.075 - -
HCM Control Delay (s) 9.7 - - 11.3 $ 883 29.5 22.8 - -
HCM Lane LOS A - - B F D C - -
HCM 95th %tile Q(veh) 0 - - 0 1.7 0.9 0.2 - -
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 12 0 0 13 0000000
Future Volume (vph)0 12 0 0 13 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 13 0 0 14 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01200130000000
Future Vol, veh/h 0 12 0 0 13 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01300140000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 14 0 0 13 0 0 27 27 13 27 27 14
Stage 1 ------1313-1414-
Stage 2 ------1414-1313-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1604 - - 1606 - - 983 866 1067 983 866 1066
Stage 1 ------1007 885 - 1006 884 -
Stage 2 ------1006 884 - 1007 885 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1604 - - 1606 - - 983 866 1067 983 866 1066
Mov Cap-2 Maneuver ------983866-983866-
Stage 1 ------1007 885 - 1006 884 -
Stage 2 ------1006 884 - 1007 885 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1604 - - 1606 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 12 0 0 13 0000000
Future Volume (vph)0 12 0 0 13 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 13 0 0 14 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01200130000000
Future Vol, veh/h 0 12 0 0 13 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01300140000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 14 0 0 13 0 0 27 27 13 27 27 14
Stage 1 ------1313-1414-
Stage 2 ------1414-1313-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1604 - - 1606 - - 983 866 1067 983 866 1066
Stage 1 ------1007 885 - 1006 884 -
Stage 2 ------1006 884 - 1007 885 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1604 - - 1606 - - 983 866 1067 983 866 1066
Mov Cap-2 Maneuver ------983866-983866-
Stage 1 ------1007 885 - 1006 884 -
Stage 2 ------1006 884 - 1007 885 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1604 - - 1606 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
4: SH 82 & CR 154 /CR 114
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)40 50 63 78 48 267 130 1788 77 99 747 27
Future Volume (vph)40 50 63 78 48 267 130 1788 77 99 747 27
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 60 150
Storage Lanes 0 1 0 1 1 1 1 1
Taper Length (ft)25 25 145 130
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.978 0.970 0.950 0.950
Satd. Flow (prot)0 1822 1583 0 1807 1583 1770 3539 1583 1770 3539 1583
Flt Permitted 0.589 0.706 0.950 0.950
Satd. Flow (perm)0 1097 1583 0 1315 1583 1770 3539 1583 1770 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)87 119 80 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 265
Travel Time (s)22.9 2.9 6.7 3.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 97 68 0 137 290 141 1943 84 108 812 29
Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 8 2 6
Detector Phase 484848162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)22.0 22.5 22.5 22.0 12.5 112.6 112.0 11.9 112.0 112.6
Actuated g/C Ratio 0.13 0.13 0.13 0.13 0.07 0.66 0.66 0.07 0.66 0.66
v/c Ratio 0.68 0.24 0.79 0.94 1.09 0.83 0.08 0.88 0.35 0.03
Control Delay 94.6 7.8 100.7 79.9 173.1 25.7 2.3 129.5 13.3 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 94.6 7.8 100.7 79.9 173.1 25.7 2.3 129.5 13.3 0.0
LOS F A F E F C A F B A
Approach Delay 58.9 86.6 34.3 26.2
Approach LOS E F C C
Queue Length 50th (ft)104 0 149 199 ~187 820 1 122 200 0
Queue Length 95th (ft)#186 30 #259 #384 #342 925 22 #249 238 0
Internal Link Dist (ft)926 70 460 185
4: SH 82 & CR 154 /CR 114
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 60 150
Base Capacity (vph)148 293 181 317 129 2344 1070 123 2331 1075
Starvation Cap Reductn 0 0 00000000
Spillback Cap Reductn 0 0 00000000
Storage Cap Reductn 0 0 00000000
Reduced v/c Ratio 0.66 0.23 0.76 0.91 1.09 0.83 0.08 0.88 0.35 0.03
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 140
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.09
Intersection Signal Delay: 39.4 Intersection LOS: D
Intersection Capacity Utilization 94.3%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)13 110 102 4 290 2 84 2 10 1 2 18
Future Volume (vph)13 110 102 4 290 2 84 2 10 1 2 18
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 505 105 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.939 0.999 0.968 0.883
Flt Protected 0.997 0.999 0.950 0.964 0.998
Satd. Flow (prot)0 1744 0 0 3532 0 1681 1651 0 0 1642 0
Flt Permitted 0.997 0.999 0.950 0.964 0.998
Satd. Flow (perm)0 1744 0 0 3532 0 1681 1651 0 0 1642 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 1837 1037 952
Travel Time (s)2.9 35.8 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)42%
Lane Group Flow (vph) 0 245 0 0 321 0 53 51 0 0 23 0
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.4%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13 110 102 4 290 2 84 2 10 1 2 18
Future Vol, veh/h 13 110 102 4 290 2 84 2 10 1 2 18
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length -----505105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 14 120 111 4 315 2 91 2 11 1 2 20
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 317 0 0 231 0 0 371 529 176 534 583 159
Stage 1 ------204204-324324-
Stage 2 ------167325-210259-
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93
Critical Hdwy Stg 1 ------6.135.53-6.535.53-
Critical Hdwy Stg 2 ------6.535.53-6.135.53-
Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319
Pot Cap-1 Maneuver 1241 - - 1335 - - 573 454 867 443 423 859
Stage 1 ------797732-663649-
Stage 2 ------819648-791693-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1241 - - 1335 - - 551 446 867 430 416 859
Mov Cap-2 Maneuver ------551446-430416-
Stage 1 ------787722-654646-
Stage 2 ------794645-769684-
Approach EB WB NB SB
HCM Control Delay, s 0.5 0.1 12 10
HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)551 598 1241 - - 1335 - - 748
HCM Lane V/C Ratio 0.11 0.073 0.011 - - 0.003 - - 0.031
HCM Control Delay (s) 12.3 11.5 7.9 0 - 7.7 0 - 10
HCM Lane LOS BBAA -AA -B
HCM 95th %tile Q(veh) 0.4 0.2 0 - - 0 - - 0.1
6: CR 114 /CR 114 & CMC West Access
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)36 2 79 43 4 64
Future Volume (vph)36 2 79 43 4 64
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993 0.850
Flt Protected 0.955 0.997
Satd. Flow (prot)1766 0 1863 1583 0 1857
Flt Permitted 0.955 0.997
Satd. Flow (perm)1766 0 1863 1583 0 1857
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 41 0 86 47 0 74
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 16.6%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 36 2 79 43 4 64
Future Vol, veh/h 36 2 79 43 4 64
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 39 2 86 47 4 70
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 164 86 0 0 133 0
Stage 1 86 -----
Stage 2 78 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 827 973 - - 1452 -
Stage 1 937 -----
Stage 2 945 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 825 973 - - 1452 -
Mov Cap-2 Maneuver 825 -----
Stage 1 934 -----
Stage 2 945 -----
Approach WB NB SB
HCM Control Delay, s 9.6 0 0.4
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 832 1452 -
HCM Lane V/C Ratio - - 0.05 0.003 -
HCM Control Delay (s) - - 9.6 7.5 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.2 0 -
7: CMC East Access & CR 114/CR 114
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph)53 22 5 27 16 4
Future Volume (vph)53 22 5 27 16 4
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.960 0.974
Flt Protected 0.993 0.961
Satd. Flow (prot)1788 0 0 1850 1744 0
Flt Permitted 0.993 0.961
Satd. Flow (perm)1788 0 0 1850 1744 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 82 0 0 34 21 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 15.7% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2023 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 53 22 5 27 16 4
Future Vol, veh/h 53 22 5 27 16 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 58 24 5 29 17 4
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 82 0 109 70
Stage 1 - - - - 70 -
Stage 2 - - - - 39 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1515 - 888 993
Stage 1 - - - - 953 -
Stage 2 - - - - 983 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1515 - 885 993
Mov Cap-2 Maneuver - - - - 885 -
Stage 1 - - - - 950 -
Stage 2 - - - - 983 -
Approach EB WB NB
HCM Control Delay, s 0 1.2 9.1
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)905 - - 1515 -
HCM Lane V/C Ratio 0.024 - - 0.004 -
HCM Control Delay (s) 9.1 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
1: SH 82 & Commercial Access /CR 115
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)10000204995488430
Future Volume (vph)10000204995488430
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.850 0.999
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1770 0 1863 1583 0 1770 3536 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1770 0 1863 1583 0 1770 3536 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph)010022041086 0 9 916 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.6%ICU Level of Service A
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 10000204995488430
Future Vol, veh/h 1 0000204995488430
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 100002241082 4 9 916 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1483 2028 458 1568 2026 543 916 0 0 1086 0 0
Stage 1 934 934 - 1092 1092 -------
Stage 2 549 1094 - 476 934 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 16.545.54-6.545.54-------
Critical Hdwy Stg 26.545.54-6.545.54-------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 87 57 550 75 57 484 740 - - 638 - -
Stage 1 286 343 - 229 289 -------
Stage 2 488 288 - 539 343 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 82 56 550 74 56 484 740 - - 638 - -
Mov Cap-2 Maneuver 82 56 - 74 56 -------
Stage 1 285 338 - 228 288 -------
Stage 2 464 287 - 531 338 -------
Approach EB WB NB SB
HCM Control Delay, s 49.5 12.8 0 0.1
HCM LOS E B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)740 - - 82 - 484 638 - -
HCM Lane V/C Ratio 0.006 - - 0.013 - 0.045 0.014 - -
HCM Control Delay (s) 9.9 - - 49.5 0 12.8 10.7 - -
HCM Lane LOS A - -EABB - -
HCM 95th %tile Q(veh) 0 - - 0 - 0.1 0 - -
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 11 0 0 14 0000000
Future Volume (vph)0 11 0 0 14 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 12 0 0 15 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01100140000000
Future Vol, veh/h 0 11 0 0 14 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01200150000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 15 0 0 12 0 0 27 27 12 27 27 15
Stage 1 ------1212-1515-
Stage 2 ------1515-1212-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1603 - - 1607 - - 983 866 1069 983 866 1065
Stage 1 ------1009 886 - 1005 883 -
Stage 2 ------1005 883 - 1009 886 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1603 - - 1607 - - 983 866 1069 983 866 1065
Mov Cap-2 Maneuver ------983866-983866-
Stage 1 ------1009 886 - 1005 883 -
Stage 2 ------1005 883 - 1009 886 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1603 - - 1607 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 11 0 0 14 0000000
Future Volume (vph)0 11 0 0 14 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 12 0 0 15 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01100140000000
Future Vol, veh/h 0 11 0 0 14 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01200150000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 15 0 0 12 0 0 27 27 12 27 27 15
Stage 1 ------1212-1515-
Stage 2 ------1515-1212-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1603 - - 1607 - - 983 866 1069 983 866 1065
Stage 1 ------1009 886 - 1005 883 -
Stage 2 ------1005 883 - 1009 886 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1603 - - 1607 - - 983 866 1069 983 866 1065
Mov Cap-2 Maneuver ------983866-983866-
Stage 1 ------1009 886 - 1005 883 -
Stage 2 ------1005 883 - 1009 886 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1603 - - 1607 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
4: SH 82 & CR 154 /CR 114
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)22 16 54 63 24 178 66 735 72 134 709 26
Future Volume (vph)22 16 54 63 24 178 66 735 72 134 709 26
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 60 150
Storage Lanes 0 1 0 1 1 1 1 1
Taper Length (ft)25 25 145 130
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.972 0.965 0.950 0.950
Satd. Flow (prot)0 1811 1583 0 1798 1583 1770 3539 1583 1770 3539 1583
Flt Permitted 0.682 0.760 0.950 0.950
Satd. Flow (perm)0 1270 1583 0 1416 1583 1770 3539 1583 1770 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)87 193 80 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 265
Travel Time (s)22.9 2.9 6.7 3.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 41 59 0 94 193 72 799 78 146 771 28
Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 8 2 6
Detector Phase 484848162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)17.2 17.7 17.7 17.2 11.9 112.0 117.4 17.3 117.4 112.0
Actuated g/C Ratio 0.10 0.10 0.10 0.10 0.07 0.66 0.69 0.10 0.69 0.66
v/c Ratio 0.32 0.24 0.64 0.58 0.58 0.34 0.07 0.81 0.32 0.03
Control Delay 76.1 6.1 91.8 15.3 95.1 13.3 1.9 103.7 11.3 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 76.1 6.1 91.8 15.3 95.1 13.3 1.9 103.7 11.3 0.0
LOS E A F B F B A F B A
Approach Delay 34.8 40.3 18.5 25.2
Approach LOS C D B C
Queue Length 50th (ft)43 0 102 0 79 196 0 162 172 0
Queue Length 95th (ft)84 18 164 79 #143 233 19 #353 223 0
Internal Link Dist (ft)926 70 460 185
4: SH 82 & CR 154 /CR 114
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 60 150
Base Capacity (vph)171 293 195 381 130 2331 1118 180 2443 1070
Starvation Cap Reductn 0 0 00000000
Spillback Cap Reductn 0 0 00000000
Storage Cap Reductn 0 0 00000000
Reduced v/c Ratio 0.24 0.20 0.48 0.51 0.55 0.34 0.07 0.81 0.32 0.03
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.81
Intersection Signal Delay: 24.8 Intersection LOS: C
Intersection Capacity Utilization 59.7%ICU Level of Service B
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)3 147 73 1 220 1 32 14004
Future Volume (vph)3 147 73 1 220 1 32 14004
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 505 105 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.956 0.999 0.970 0.865
Flt Protected 0.999 0.950 0.964
Satd. Flow (prot)0 1779 0 0 3536 0 1681 1655 0 0 1611 0
Flt Permitted 0.999 0.950 0.964
Satd. Flow (perm)0 1779 0 0 3536 0 1681 1655 0 0 1611 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 1837 1037 952
Travel Time (s)2.9 35.8 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)42%
Lane Group Flow (vph) 0 242 0 0 241 0 20 20 0040
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 29.1%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 314773122013214004
Future Vol, veh/h 3 147 73 1 220 1 32 14004
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length -----505105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 316079123913514004
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 240 0 0 239 0 0 328 448 200 450 487 120
Stage 1 ------206206-242242-
Stage 2 ------122242-208245-
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93
Critical Hdwy Stg 1 ------6.135.53-6.535.53-
Critical Hdwy Stg 2 ------6.535.53-6.135.53-
Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319
Pot Cap-1 Maneuver 1325 - - 1326 - - 613 505 840 506 480 909
Stage 1 ------795731-741705-
Stage 2 ------870705-793703-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1325 - - 1326 - - 608 503 840 501 478 909
Mov Cap-2 Maneuver ------608503-501478-
Stage 1 ------793729-739704-
Stage 2 ------865704-785701-
Approach EB WB NB SB
HCM Control Delay, s 0.1 0 11 9
HCM LOS B A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)608 645 1325 - - 1326 - - 909
HCM Lane V/C Ratio 0.038 0.026 0.002 - - 0.001 - - 0.005
HCM Control Delay (s) 11.2 10.7 7.7 0 - 7.7 0 - 9
HCM Lane LOS BBAA -AA -A
HCM 95th %tile Q(veh) 0.1 0.1 0 - - 0 - - 0
6: CR 114 /CR 114 & CMC West Access
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)41 18 104 35 6 133
Future Volume (vph)41 18 104 35 6 133
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.958 0.850
Flt Protected 0.967 0.998
Satd. Flow (prot)1726 0 1863 1583 0 1859
Flt Permitted 0.967 0.998
Satd. Flow (perm)1726 0 1863 1583 0 1859
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 65 0 113 38 0 152
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 21.9%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 41 18 104 35 6 133
Future Vol, veh/h 41 18 104 35 6 133
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 45 20 113 38 7 145
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 272 113 0 0 151 0
Stage 1 113 -----
Stage 2 159 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 717 940 - - 1430 -
Stage 1 912 -----
Stage 2 870 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 713 940 - - 1430 -
Mov Cap-2 Maneuver 713 -----
Stage 1 907 -----
Stage 2 870 -----
Approach WB NB SB
HCM Control Delay, s 10.1 0 0.3
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 770 1430 -
HCM Lane V/C Ratio - - 0.083 0.005 -
HCM Control Delay (s) - - 10.1 7.5 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0 -
7: CMC East Access & CR 114/CR 114
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph)30 17 0 32 22 0
Future Volume (vph)30 17 0 32 22 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.952
Flt Protected 0.950
Satd. Flow (prot)1773 0 0 1863 1770 0
Flt Permitted 0.950
Satd. Flow (perm)1773 0 0 1863 1770 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 51 0 0 35 24 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.3% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2023 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 30 17 0 32 22 0
Future Vol, veh/h 30 17 0 32 22 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 33 18 0 35 24 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 51 0 77 42
Stage 1 - - - - 42 -
Stage 2 - - - - 35 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1555 - 926 1029
Stage 1 - - - - 980 -
Stage 2 - - - - 987 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1555 - 926 1029
Mov Cap-2 Maneuver - - - - 926 -
Stage 1 - - - - 980 -
Stage 2 - - - - 987 -
Approach EB WB NB
HCM Control Delay, s 0 0 9
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)926 - - 1555 -
HCM Lane V/C Ratio 0.026 ----
HCM Control Delay (s) 9 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0.1 - - 0 -
1: SH 82 & Commercial Access /CR 115
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 3 23 0 34 5 1092 20 52 2425 0
Future Volume (vph)0 0 3 23 0 34 5 1092 20 52 2425 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.865 0.850 0.997
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3529 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3529 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 3 0 25 37 0 5 1209 0 57 2636 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 81.6%ICU Level of Service D
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 9.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 3 23 0 34 5 1092 20 52 2425 0
Future Vol, veh/h 0 0 3 23 0 34 5 1092 20 52 2425 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 3 25 0 37 5 1187 22 57 2636 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3354 3969 1318 2640 3958 605 2636 0 0 1209 0 0
Stage 1 2750 2750 - 1208 1208 -------
Stage 2 604 1219 - 1432 2750 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 16.545.54-6.545.54-------
Critical Hdwy Stg 26.545.54-6.545.54-------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 3 3 148 ~ 11 3 441 158 - - 573 - -
Stage 1 20 42 - 194 254 -------
Stage 2 452 251 - 141 42 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 2 3 148 ~ 10 3 441 158 - - 573 - -
Mov Cap-2 Maneuver 2 3 - ~ 10 3 -------
Stage 1 19 38 - 188 246 -------
Stage 2 401 243 - 124 38 -------
Approach EB WB NB SB
HCM Control Delay, s 29.9 $ 582.4 0.1 0.3
HCM LOS D F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)158 - - 148 10 441 573 - -
HCM Lane V/C Ratio 0.034 - - 0.022 2.5 0.084 0.099 - -
HCM Control Delay (s) 28.6 - - 29.9$ 1422.9 13.9 12 - -
HCM Lane LOS D - - D F B B - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 4.1 0.3 0.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 17 0 0 10 0000000
Future Volume (vph)0 17 0 0 10 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 18 0 0 11 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01700100000000
Future Vol, veh/h 0 17 0 0 10 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01800110000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 11 0 0 18 0 0 29 29 18 29 29 11
Stage 1 ------1818-1111-
Stage 2 ------1111-1818-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1608 - - 1599 - - 980 864 1061 980 864 1070
Stage 1 ------1001 880 - 1010 886 -
Stage 2 ------1010 886 - 1001 880 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1608 - - 1599 - - 980 864 1061 980 864 1070
Mov Cap-2 Maneuver ------980864-980864-
Stage 1 ------1001 880 - 1010 886 -
Stage 2 ------1010 886 - 1001 880 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1608 - - 1599 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 17 0 0 10 0000000
Future Volume (vph)0 17 0 0 10 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 18 0 0 11 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01700100000000
Future Vol, veh/h 0 17 0 0 10 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01800110000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 11 0 0 18 0 0 29 29 18 29 29 11
Stage 1 ------1818-1111-
Stage 2 ------1111-1818-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1608 - - 1599 - - 980 864 1061 980 864 1070
Stage 1 ------1001 880 - 1010 886 -
Stage 2 ------1010 886 - 1001 880 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1608 - - 1599 - - 980 864 1061 980 864 1070
Mov Cap-2 Maneuver ------980864-980864-
Stage 1 ------1001 880 - 1010 886 -
Stage 2 ------1010 886 - 1001 880 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1608 - - 1599 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
4: SH 82 & CR 154 /CR 114
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)25 53 230 106 70 104 75 801 44 240 2118 64
Future Volume (vph)25 53 230 106 70 104 75 801 44 240 2118 64
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 800 150
Storage Lanes 0 1 1 1 1 1 2 1
Taper Length (ft)25 25 145 225
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.984 0.950 0.950 0.950
Satd. Flow (prot)0 1833 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583
Flt Permitted 0.867 0.687 0.950 0.950
Satd. Flow (perm)0 1615 1583 1280 1863 1583 1770 3539 1583 3433 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)110 132 80 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 1032
Travel Time (s)22.9 2.9 6.7 12.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 85 250 115 76 113 82 871 48 261 2302 70
Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 Free 2 6
Detector Phase 48484 162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)20.0 20.5 20.0 20.5 170.0 11.4 112.0 115.1 14.5 115.1 112.0
Actuated g/C Ratio 0.12 0.12 0.12 0.12 1.00 0.07 0.66 0.68 0.09 0.68 0.66
v/c Ratio 0.45 0.87 0.76 0.34 0.07 0.69 0.37 0.04 0.89 0.96 0.07
Control Delay 76.6 68.3 102.3 71.7 0.1 105.9 13.7 0.5 105.3 37.4 1.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 76.6 68.3 102.3 71.7 0.1 105.9 13.7 0.5 105.3 37.4 1.5
LOS EEFEAFBAFDA
Approach Delay 70.4 56.7 20.6 43.2
Approach LOS E E C D
Queue Length 50th (ft)88 157 124 78 0 91 220 0 ~167 1252 0
Queue Length 95th (ft)150 #295 #206 134 0 #176 259 4 #272 #1496 15
Internal Link Dist (ft)926 70 460 952
4: SH 82 & CR 154 /CR 114
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 800 150
Base Capacity (vph)218 313 173 257 1583 122 2331 1097 292 2395 1070
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.39 0.80 0.66 0.30 0.07 0.67 0.37 0.04 0.89 0.96 0.07
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.96
Intersection Signal Delay: 41.0 Intersection LOS: D
Intersection Capacity Utilization 100.3%ICU Level of Service G
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)13 175 142 10 218 2 49 060210
Future Volume (vph)13 175 142 10 218 2 49 060210
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 0 105 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.935 0.999 0.965 0.886
Flt Protected 0.998 0.998 0.950 0.963
Satd. Flow (prot)0 3303 0 0 3529 0 1681 1644 0 0 1650 0
Flt Permitted 0.998 0.998 0.950 0.963
Satd. Flow (perm)0 3303 0 0 3529 0 1681 1644 0 0 1650 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 340 1037 952
Travel Time (s)2.9 6.6 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)43%
Lane Group Flow (vph) 0 358 0 0 250 0 30 30 0 0 13 0
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 34.4%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 1317514210218249060210
Future Vol, veh/h 13 175 142 10 218 2 49 060210
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 1419015411237253070211
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 239 0 0 344 0 0 437 556 172 383 632 120
Stage 1 ------295295-260260-
Stage 2 ------142261-123372-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94
Critical Hdwy Stg 1 ------6.545.54-6.545.54-
Critical Hdwy Stg 2 ------6.545.54-6.545.54-
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32
Pot Cap-1 Maneuver 1325 - - 1212 - - 503 438 842 550 396 909
Stage 1 ------689668-722692-
Stage 2 ------846691-868617-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1325 - - 1212 - - 486 428 842 536 387 909
Mov Cap-2 Maneuver ------486428-536387-
Stage 1 ------680659-713685-
Stage 2 ------825684-850609-
Approach EB WB NB SB
HCM Control Delay, s 0.3 0.3 12.6 9.9
HCM LOS B A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)486 548 1325 - - 1212 - - 742
HCM Lane V/C Ratio 0.073 0.044 0.011 - - 0.009 - - 0.018
HCM Control Delay (s) 13 11.9 7.7 0 - 8 0 - 9.9
HCM Lane LOS BBAA -AA -A
HCM 95th %tile Q(veh) 0.2 0.1 0 - - 0 - - 0.1
6: CR 114 /CR 114 & CMC West Access
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)18 3 49 53 1 55
Future Volume (vph)18 3 49 53 1 55
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.982 0.850
Flt Protected 0.958 0.999
Satd. Flow (prot)1752 0 1863 1583 0 1861
Flt Permitted 0.958 0.999
Satd. Flow (perm)1752 0 1863 1583 0 1861
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 23 0 53 58 0 61
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.7%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 18 3 49 53 1 55
Future Vol, veh/h 18 3 49 53 1 55
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 20 3 53 58 1 60
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 115 53 0 0 111 0
Stage 1 53 -----
Stage 2 62 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 881 1014 - - 1479 -
Stage 1 970 -----
Stage 2 961 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 880 1014 - - 1479 -
Mov Cap-2 Maneuver 880 -----
Stage 1 969 -----
Stage 2 961 -----
Approach WB NB SB
HCM Control Delay, s 9.1 0 0.1
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 897 1479 -
HCM Lane V/C Ratio - - 0.025 0.001 -
HCM Control Delay (s) - - 9.1 7.4 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -
7: CMC East Access & CR 114/CR 114
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph)15 5 0 83 1 1
Future Volume (vph)15 5 0 83 1 1
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.968 0.932
Flt Protected 0.976
Satd. Flow (prot)1803 0 0 1863 1694 0
Flt Permitted 0.976
Satd. Flow (perm)1803 0 0 1863 1694 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 21 0 0 90 2 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 14.4% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2045 BG AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 15 5 0 83 1 1
Future Vol, veh/h 15 5 0 83 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 16 5 0 90 1 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 21 0 109 19
Stage 1 - - - - 19 -
Stage 2 - - - - 90 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1595 - 888 1059
Stage 1 - - - - 1004 -
Stage 2 - - - - 934 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1595 - 888 1059
Mov Cap-2 Maneuver - - - - 888 -
Stage 1 - - - - 1004 -
Stage 2 - - - - 934 -
Approach EB WB NB
HCM Control Delay, s 0 0 8.7
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)966 - - 1595 -
HCM Lane V/C Ratio 0.002 ----
HCM Control Delay (s) 8.7 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -
1: SH 82 & Commercial Access /CR 115
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)004905542671 15 19 1012 0
Future Volume (vph)004905542671 15 19 1012 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.865 0.850 0.999
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 4 0 10 60 0 4 2919 0 21 1100 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 88.1%ICU Level of Service E
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 12.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 004905542671 15 19 1012 0
Future Vol, veh/h 0 04905542671 15 19 1012 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 4 10 0 60 4 2903 16 21 1100 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2602 4069 550 3511 4061 1460 1100 0 0 2919 0 0
Stage 1 1142 1142 - 2919 2919 -------
Stage 2 1460 2927 - 592 1142 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 16.545.54-6.545.54-------
Critical Hdwy Stg 26.545.54-6.545.54-------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 12 3 479 ~ 2 3 118 630 - - 122 - -
Stage 1 213 273 - 15 34 -------
Stage 2 135 34 - 460 273 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 5 2 479 ~ 2 2 118 630 - - 122 - -
Mov Cap-2 Maneuver 5 2 - ~ 2 2 -------
Stage 1 212 226 - 15 34 -------
Stage 2 66 34 - 377 226 -------
Approach EB WB NB SB
HCM Control Delay, s 12.6 $ 737.1 0 0.7
HCM LOS B F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)630 - - 479 2 118 122 - -
HCM Lane V/C Ratio 0.007 - - 0.009 4.891 0.507 0.169 - -
HCM Control Delay (s) 10.8 - - 12.6$ 4855.1 63.3 40.4 - -
HCM Lane LOS B - - B F F E - -
HCM 95th %tile Q(veh) 0 - - 0 2.5 2.3 0.6 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 15 0 0 16 0000000
Future Volume (vph)0 15 0 0 16 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 16 0 0 17 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01500160000000
Future Vol, veh/h 0 15 0 0 16 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01600170000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 17 0 0 16 0 0 33 33 16 33 33 17
Stage 1 ------1616-1717-
Stage 2 ------1717-1616-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1600 - - 1602 - - 974 860 1063 974 860 1062
Stage 1 ------1004 882 - 1002 881 -
Stage 2 ------1002 881 - 1004 882 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1600 - - 1602 - - 974 860 1063 974 860 1062
Mov Cap-2 Maneuver ------974860-974860-
Stage 1 ------1004 882 - 1002 881 -
Stage 2 ------1002 881 - 1004 882 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1600 - - 1602 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 15 0 0 16 0000000
Future Volume (vph)0 15 0 0 16 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 16 0 0 17 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01500160000000
Future Vol, veh/h 0 15 0 0 16 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01600170000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 17 0 0 16 0 0 33 33 16 33 33 17
Stage 1 ------1616-1717-
Stage 2 ------1717-1616-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1600 - - 1602 - - 974 860 1063 974 860 1062
Stage 1 ------1004 882 - 1002 881 -
Stage 2 ------1002 881 - 1004 882 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1600 - - 1602 - - 974 860 1063 974 860 1062
Mov Cap-2 Maneuver ------974860-974860-
Stage 1 ------1004 882 - 1002 881 -
Stage 2 ------1002 881 - 1004 882 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1600 - - 1602 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
4: SH 82 & CR 154 /CR 114
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)50 61 78 97 59 332 160 2284 96 123 955 34
Future Volume (vph)50 61 78 97 59 332 160 2284 96 123 955 34
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 800 150
Storage Lanes 0 1 1 1 1 1 2 1
Taper Length (ft)25 25 145 225
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.978 0.950 0.950 0.950
Satd. Flow (prot)0 1822 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583
Flt Permitted 0.825 0.559 0.950 0.950
Satd. Flow (perm)0 1537 1583 1041 1863 1583 1770 3539 1583 3433 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)87 193 80 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 1032
Travel Time (s)22.9 2.9 6.7 12.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 120 85 105 64 361 174 2483 104 134 1038 37
Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 Free 2 6
Detector Phase 48484 162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)20.6 21.1 20.6 21.1 170.0 13.9 114.8 112.0 11.1 112.0 114.8
Actuated g/C Ratio 0.12 0.12 0.12 0.12 1.00 0.08 0.68 0.66 0.07 0.66 0.68
v/c Ratio 0.65 0.31 0.84 0.28 0.23 1.20 1.04 0.10 0.60 0.45 0.03
Control Delay 87.2 14.0 117.7 69.8 0.3 199.3 57.1 3.3 88.6 14.7 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 87.2 14.0 117.7 69.8 0.3 199.3 57.1 3.3 88.6 14.7 0.1
LOS FBFEAFEAFBA
Approach Delay 56.9 32.0 64.0 22.5
Approach LOS E C E C
Queue Length 50th (ft)127 0 114 65 0 ~263 ~1598 9 76 278 0
Queue Length 95th (ft)203 54 #218 117 0 #432 #1709 32 115 325 0
Internal Link Dist (ft)926 70 460 952
4: SH 82 & CR 154 /CR 114
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 800 150
Base Capacity (vph)207 293 140 257 1583 145 2389 1070 232 2331 1095
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.58 0.29 0.75 0.25 0.23 1.20 1.04 0.10 0.58 0.45 0.03
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.20
Intersection Signal Delay: 49.4 Intersection LOS: D
Intersection Capacity Utilization 98.9%ICU Level of Service F
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)16 133 124 5 351 2 102 2 12 1 2 22
Future Volume (vph)16 133 124 5 351 2 102 2 12 1 2 22
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 0 105 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.932 0.999 0.969 0.880
Flt Protected 0.997 0.999 0.950 0.963 0.998
Satd. Flow (prot)0 3289 0 0 3532 0 1681 1651 0 0 1636 0
Flt Permitted 0.997 0.999 0.950 0.963 0.998
Satd. Flow (perm)0 3289 0 0 3532 0 1681 1651 0 0 1636 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 340 1037 952
Travel Time (s)2.9 6.6 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)43%
Lane Group Flow (vph) 0 297 0 0 389 0 63 63 0 0 27 0
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.1%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 16 133 124 5 351 2 102 2 12 1 2 22
Future Vol, veh/h 16 133 124 5 351 2 102 2 12 1 2 22
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 17 145 135 5 382 2 111 2 13 1 2 24
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 384 0 0 280 0 0 449 641 140 501 707 192
Stage 1 ------247247-393393-
Stage 2 ------202394-108314-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94
Critical Hdwy Stg 1 ------6.545.54-6.545.54-
Critical Hdwy Stg 2 ------6.545.54-6.545.54-
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32
Pot Cap-1 Maneuver 1171 - - 1280 - - 493 391 882 453 359 817
Stage 1 ------735701-603604-
Stage 2 ------781604-886655-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1171 - - 1280 - - 468 382 882 437 351 817
Mov Cap-2 Maneuver ------468382-437351-
Stage 1 ------723689-593601-
Stage 2 ------752601-855644-
Approach EB WB NB SB
HCM Control Delay, s 0.5 0.1 13.5 10.2
HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)468 525 1171 - - 1280 - - 716
HCM Lane V/C Ratio 0.158 0.099 0.015 - - 0.004 - - 0.038
HCM Control Delay (s) 14.1 12.6 8.1 0.1 - 7.8 0 - 10.2
HCM Lane LOS BBAA -AA -B
HCM 95th %tile Q(veh) 0.6 0.3 0 - - 0 - - 0.1
6: CR 114 /CR 114 & CMC West Access
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)36 2 95 43 4 77
Future Volume (vph)36 2 95 43 4 77
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993 0.850
Flt Protected 0.955 0.998
Satd. Flow (prot)1766 0 1863 1583 0 1859
Flt Permitted 0.955 0.998
Satd. Flow (perm)1766 0 1863 1583 0 1859
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 41 0 103 47 0 88
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 17.3%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 36 2 95 43 4 77
Future Vol, veh/h 36 2 95 43 4 77
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 39 2 103 47 4 84
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 195 103 0 0 150 0
Stage 1 103 -----
Stage 2 92 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 794 952 - - 1431 -
Stage 1 921 -----
Stage 2 932 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 792 952 - - 1431 -
Mov Cap-2 Maneuver 792 -----
Stage 1 918 -----
Stage 2 932 -----
Approach WB NB SB
HCM Control Delay, s 9.8 0 0.4
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 799 1431 -
HCM Lane V/C Ratio - - 0.052 0.003 -
HCM Control Delay (s) - - 9.8 7.5 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.2 0 -
7: CMC East Access & CR 114/CR 114
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph)65 22 5 33 16 4
Future Volume (vph)65 22 5 33 16 4
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.966 0.974
Flt Protected 0.994 0.961
Satd. Flow (prot)1799 0 0 1852 1744 0
Flt Permitted 0.994 0.961
Satd. Flow (perm)1799 0 0 1852 1744 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 95 0 0 41 21 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 16.0% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2045 BG PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 65 22 5 33 16 4
Future Vol, veh/h 65 22 5 33 16 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 71 24 5 36 17 4
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 95 0 129 83
Stage 1 - - - - 83 -
Stage 2 - - - - 46 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1499 - 865 976
Stage 1 - - - - 940 -
Stage 2 - - - - 976 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1499 - 862 976
Mov Cap-2 Maneuver - - - - 862 -
Stage 1 - - - - 937 -
Stage 2 - - - - 976 -
Approach EB WB NB
HCM Control Delay, s 0 1 9.2
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)883 - - 1499 -
HCM Lane V/C Ratio 0.025 - - 0.004 -
HCM Control Delay (s) 9.2 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
1: SH 82 & Commercial Access /CR 115
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)100002551271 5 10 1078 0
Future Volume (vph)100002551271 5 10 1078 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.850 0.999
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1770 0 1863 1583 0 1770 3536 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1770 0 1863 1583 0 1770 3536 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph)010027051387 0 11 1172 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 45.3%ICU Level of Service A
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 100002551271 5 10 1078 0
Future Vol, veh/h 1 00002551271 5 10 1078 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 100002751382 5 11 1172 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1895 2591 586 2003 2589 694 1172 0 0 1387 0 0
Stage 1 1194 1194 - 1395 1395 -------
Stage 2 701 1397 - 608 1194 -------
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 16.545.54-6.545.54-------
Critical Hdwy Stg 26.545.54-6.545.54-------
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 42 25 454 35 25 385 592 - - 490 - -
Stage 1 198 258 - 149 207 -------
Stage 2 395 206 - 450 258 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 38 24 454 34 24 385 592 - - 490 - -
Mov Cap-2 Maneuver 38 24 - 34 24 -------
Stage 1 196 252 - 148 205 -------
Stage 2 364 204 - 440 252 -------
Approach EB WB NB SB
HCM Control Delay, s 102.5 15.1 0 0.1
HCM LOS F C
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)592 - - 38 - 385 490 - -
HCM Lane V/C Ratio 0.009 - - 0.029 - 0.071 0.022 - -
HCM Control Delay (s) 11.1 - - 102.5 0 15.1 12.5 - -
HCM Lane LOS B - - F A C B - -
HCM 95th %tile Q(veh) 0 - - 0.1 - 0.2 0.1 - -
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 13 0 0 17 0000000
Future Volume (vph)0 13 0 0 17 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 14 0 0 18 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01300170000000
Future Vol, veh/h 0 13 0 0 17 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01400180000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 18 0 0 14 0 0 32 32 14 32 32 18
Stage 1 ------1414-1818-
Stage 2 ------1818-1414-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1599 - - 1604 - - 976 861 1066 976 861 1061
Stage 1 ------1006 884 - 1001 880 -
Stage 2 ------1001 880 - 1006 884 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1599 - - 1604 - - 976 861 1066 976 861 1061
Mov Cap-2 Maneuver ------976861-976861-
Stage 1 ------1006 884 - 1001 880 -
Stage 2 ------1001 880 - 1006 884 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1599 - - 1604 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 13 0 0 17 0000000
Future Volume (vph)0 13 0 0 17 0000000
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt
Flt Protected
Satd. Flow (prot)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Flt Permitted
Satd. Flow (perm)0 1863 0 0 1863 0 0 1863 0 0 1863 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 14 0 0 18 0000000
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 6.7% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 01300170000000
Future Vol, veh/h 0 13 0 0 17 0000000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 01400180000000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 18 0 0 14 0 0 32 32 14 32 32 18
Stage 1 ------1414-1818-
Stage 2 ------1818-1414-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1599 - - 1604 - - 976 861 1066 976 861 1061
Stage 1 ------1006 884 - 1001 880 -
Stage 2 ------1001 880 - 1006 884 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1599 - - 1604 - - 976 861 1066 976 861 1061
Mov Cap-2 Maneuver ------976861-976861-
Stage 1 ------1006 884 - 1001 880 -
Stage 2 ------1001 880 - 1006 884 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 0
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1599 - - 1604 - - -
HCM Lane V/C Ratio --------
HCM Control Delay (s) 0 0 - - 0 - - 0
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - -
4: SH 82 & CR 154 /CR 114
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)28 20 67 78 29 221 76 939 89 167 906 33
Future Volume (vph)28 20 67 78 29 221 76 939 89 167 906 33
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 800 150
Storage Lanes 0 1 1 1 1 1 2 1
Taper Length (ft)25 25 145 225
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.972 0.950 0.950 0.950
Satd. Flow (prot)0 1811 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583
Flt Permitted 0.804 0.723 0.950 0.950
Satd. Flow (perm)0 1498 1583 1347 1863 1583 1770 3539 1583 3433 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)87 240 97 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 1032
Travel Time (s)22.9 2.9 6.7 12.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 52 73 85 32 240 83 1021 97 182 985 36
Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 Free 2 6
Detector Phase 48484 162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)17.2 17.7 17.2 17.7 170.0 12.6 115.8 116.7 13.5 116.7 115.8
Actuated g/C Ratio 0.10 0.10 0.10 0.10 1.00 0.07 0.68 0.69 0.08 0.69 0.68
v/c Ratio 0.34 0.30 0.62 0.17 0.15 0.63 0.42 0.09 0.67 0.41 0.03
Control Delay 76.1 10.8 92.4 69.4 0.2 96.7 13.2 1.9 87.8 12.6 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 76.1 10.8 92.4 69.4 0.2 96.7 13.2 1.9 87.8 12.6 0.1
LOS EBFEAFBAFBA
Approach Delay 38.0 28.4 18.0 23.6
Approach LOS D C B C
Queue Length 50th (ft)55 0 93 33 0 90 263 0 102 245 0
Queue Length 95th (ft)100 37 153 69 0 #178 318 22 #166 303 0
Internal Link Dist (ft)926 70 460 952
4: SH 82 & CR 154 /CR 114
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 800 150
Base Capacity (vph)202 293 182 257 1583 135 2410 1117 273 2428 1103
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.26 0.25 0.47 0.12 0.15 0.61 0.42 0.09 0.67 0.41 0.03
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.67
Intersection Signal Delay: 22.5 Intersection LOS: C
Intersection Capacity Utilization 62.5%ICU Level of Service B
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)4 179 88 1 267 1 39 15005
Future Volume (vph)4 179 88 1 267 1 39 15005
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 0 105 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.951 0.999 0.969 0.865
Flt Protected 0.999 0.950 0.964
Satd. Flow (prot)0 3362 0 0 3536 0 1681 1653 0 0 1611 0
Flt Permitted 0.999 0.950 0.964
Satd. Flow (perm)0 3362 0 0 3536 0 1681 1653 0 0 1611 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 340 1037 952
Travel Time (s)2.9 6.6 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)42%
Lane Group Flow (vph) 0 295 0 0 292 0 24 24 0050
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 25.3%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 417988126713915005
Future Vol, veh/h 4 179 88 1 267 1 39 15005
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 419596129014215005
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 291 0 0 291 0 0 398 544 146 399 592 146
Stage 1 ------251251-293293-
Stage 2 ------147293-106299-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94
Critical Hdwy Stg 1 ------6.545.54-6.545.54-
Critical Hdwy Stg 2 ------6.545.54-6.545.54-
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32
Pot Cap-1 Maneuver 1268 - - 1268 - - 536 445 875 536 418 875
Stage 1 ------731698-691669-
Stage 2 ------841669-888665-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1268 - - 1268 - - 531 443 875 530 416 875
Mov Cap-2 Maneuver ------531443-530416-
Stage 1 ------728695-688668-
Stage 2 ------835668-878662-
Approach EB WB NB SB
HCM Control Delay, s 0.1 0 11.9 9.1
HCM LOS B A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)531 585 1268 - - 1268 - - 875
HCM Lane V/C Ratio 0.053 0.035 0.003 - - 0.001 - - 0.006
HCM Control Delay (s) 12.2 11.4 7.8 0 - 7.8 0 - 9.1
HCM Lane LOS BBAA -AA -A
HCM 95th %tile Q(veh) 0.2 0.1 0 - - 0 - - 0
6: CR 114 /CR 114 & CMC West Access
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)41 18 126 35 6 161
Future Volume (vph)41 18 126 35 6 161
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.958 0.850
Flt Protected 0.967 0.998
Satd. Flow (prot)1726 0 1863 1583 0 1859
Flt Permitted 0.967 0.998
Satd. Flow (perm)1726 0 1863 1583 0 1859
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 65 0 137 38 0 182
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 23.4%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 41 18 126 35 6 161
Future Vol, veh/h 41 18 126 35 6 161
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 45 20 137 38 7 175
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 326 137 0 0 175 0
Stage 1 137 -----
Stage 2 189 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 668 911 - - 1401 -
Stage 1 890 -----
Stage 2 843 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 664 911 - - 1401 -
Mov Cap-2 Maneuver 664 -----
Stage 1 885 -----
Stage 2 843 -----
Approach WB NB SB
HCM Control Delay, s 10.5 0 0.3
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 724 1401 -
HCM Lane V/C Ratio - - 0.089 0.005 -
HCM Control Delay (s) - - 10.5 7.6 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0 -
7: CMC East Access & CR 114/CR 114
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph)37 17 0 39 22 0
Future Volume (vph)37 17 0 39 22 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.958
Flt Protected 0.950
Satd. Flow (prot)1785 0 0 1863 1770 0
Flt Permitted 0.950
Satd. Flow (perm)1785 0 0 1863 1770 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 58 0 0 42 24 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 13.3% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2045 BG SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 37 17 0 39 22 0
Future Vol, veh/h 37 17 0 39 22 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 40 18 0 42 24 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 58 0 91 49
Stage 1 - - - - 49 -
Stage 2 - - - - 42 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1546 - 909 1020
Stage 1 - - - - 973 -
Stage 2 - - - - 980 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1546 - 909 1020
Mov Cap-2 Maneuver - - - - 909 -
Stage 1 - - - - 973 -
Stage 2 - - - - 980 -
Approach EB WB NB
HCM Control Delay, s 0 0 9.1
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)909 - - 1546 -
HCM Lane V/C Ratio 0.026 ----
HCM Control Delay (s) 9.1 - - 0 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0.1 - - 0 -
1: SH 82 & Commercial Access /CR 115
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 2 18 0 44 4 1072 16 50 2009 0
Future Volume (vph)0 0 2 18 0 44 4 1072 16 50 2009 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.865 0.850 0.998
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3532 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3532 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 2 0 20 48 0 4 1182 0 54 2184 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 69.9%ICU Level of Service C
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 2 18 0 44 4 1072 16 50 2009 0
Future Vol, veh/h 0 0 2 18 0 44 4 1072 16 50 2009 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 2 20 0 48 4 1165 17 54 2184 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2883 3482 1092 2382 3474 591 2184 0 0 1182 0 0
Stage 1 2292 2292 - 1182 1182 - - - - - - -
Stage 2 591 1190 - 1200 2292 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 7 6 210 ~ 18 6 450 239 - - 587 - -
Stage 1 40 73 - 201 262 - - - - - - -
Stage 2 460 259 - 196 73 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 6 5 210 ~ 16 5 450 239 - - 587 - -
Mov Cap-2 Maneuver 6 5 - ~ 16 5 - - - - - - -
Stage 1 39 66 - 198 258 - - - - - - -
Stage 2 404 255 - 176 66 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 22.3 194.4 0.1 0.3
HCM LOS C F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)239 - - 210 16 450 587 - -
HCM Lane V/C Ratio 0.018 - - 0.01 1.223 0.106 0.093 - -
HCM Control Delay (s) 20.3 - - 22.3$ 635.6 13.9 11.8 - -
HCM Lane LOS C - - C F B B - -
HCM 95th %tile Q(veh) 0.1 - - 0 2.9 0.4 0.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)9 14 0 0 8 43 0 0 0 84 0 17
Future Volume (vph)9 14 0 0 8 43 0 0 0 84 0 17
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.887 0.978
Flt Protected 0.980 0.960
Satd. Flow (prot)0 1825 0 0 1652 0 0 1863 0 0 1749 0
Flt Permitted 0.980 0.960
Satd. Flow (perm)0 1825 0 0 1652 0 0 1863 0 0 1749 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 25 0 0 56 000001090
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 20.3% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 5.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 9 14 0 0 8 43 0 0 0 84 0 17
Future Vol, veh/h 9 14 0 0 8 43 0 0 0 84 0 17
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 10 15 0 0 9 47 0 0 0 91 0 18
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 56 0 0 15 0 0 77 91 15 68 68 33
Stage 1 ------3535-3333-
Stage 2 ------4256-3535-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1549 - - 1603 - - 912 799 1065 925 823 1041
Stage 1 ------981866-983868-
Stage 2 ------972848-981866-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1549 - - 1603 - - 891 793 1065 920 817 1041
Mov Cap-2 Maneuver ------891793-920817-
Stage 1 ------974860-976868-
Stage 2 ------955848-974860-
Approach EB WB NB SB
HCM Control Delay, s 2.9 0 0 9.3
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1549 - - 1603 - - 938
HCM Lane V/C Ratio - 0.006 -----0.117
HCM Control Delay (s) 0 7.3 0 - 0 - - 9.3
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.4
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 119 14 008000000235
Future Volume (vph) 119 14 008000000235
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.865
Flt Protected 0.957
Satd. Flow (prot)0 1783 0 0 1863 0 0 1863 0 0 1611 0
Flt Permitted 0.957
Satd. Flow (perm)0 1783 0 0 1863 0 0 1863 0 0 1611 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 144 009000002550
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.2% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 8.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 11914008000000235
Future Vol, veh/h 119 14008000000235
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 12915009000000255
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 9 0 0 15 0 0 410 282 15 282 282 9
Stage 1 ------273273-99-
Stage 2 - - - - - - 137 9 - 273 273 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1611 - - 1603 - - 552 627 1065 670 627 1073
Stage 1 ------733684-1012 888 -
Stage 2 ------866888-733684-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1611 - - 1603 - - 395 576 1065 628 576 1073
Mov Cap-2 Maneuver ------395576-628576-
Stage 1 ------674629-930888-
Stage 2 ------660888-674629-
Approach EB WB NB SB
HCM Control Delay, s 6.6 0 0 9.4
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1611 - - 1603 - - 1073
HCM Lane V/C Ratio - 0.08 -----0.238
HCM Control Delay (s) 0 7.4 0 - 0 - - 9.4
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0.3 - - 0 - - 0.9
4: SH 82 & CR 154 /CR 114
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)20 43 185 186 58 302 58 627 86 304 1657 52
Future Volume (vph)20 43 185 186 58 302 58 627 86 304 1657 52
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 60 150
Storage Lanes 0 1 0 1 1 1 1 1
Taper Length (ft)25 25 145 130
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.984 0.963 0.950 0.950
Satd. Flow (prot)0 1833 1583 0 1794 1583 1770 3539 1583 1770 3539 1583
Flt Permitted 0.255 0.732 0.950 0.950
Satd. Flow (perm)0 475 1583 0 1364 1583 1770 3539 1583 1770 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)126 328 93 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 265
Travel Time (s)22.9 2.9 6.7 3.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 69 201 0 265 328 63 682 93 330 1801 57
Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 8 2 6
Detector Phase 484848162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)23.0 23.5 23.5 23.0 10.6 112.0 112.9 11.5 112.9 112.0
Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.06 0.66 0.66 0.07 0.66 0.66
v/c Ratio 1.08 0.61 1.41 0.66 0.57 0.29 0.09 2.77 0.77 0.05
Control Delay 200.0 34.6 261.8 13.0 97.5 12.7 1.9 845.0 22.5 0.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 200.0 34.6 261.8 13.0 97.5 12.7 1.9 845.0 22.5 0.9
LOS F C F B F B A F C A
Approach Delay 76.9 124.2 17.8 146.0
Approach LOS E F B F
Queue Length 50th (ft)~85 78 ~394 0 69 160 0 ~623 697 0
Queue Length 95th (ft)#200 172 #587 103 125 194 21 #833 789 8
Internal Link Dist (ft)926 70 460 185
4: SH 82 & CR 154 /CR 114
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 60 150
Base Capacity (vph)64 327 188 497 119 2331 1082 119 2349 1070
Starvation Cap Reductn 0 0 00000000
Spillback Cap Reductn 0 0 00000000
Storage Cap Reductn 0 0 00000000
Reduced v/c Ratio 1.08 0.61 1.41 0.66 0.53 0.29 0.09 2.77 0.77 0.05
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 2.77
Intersection Signal Delay: 110.3 Intersection LOS: F
Intersection Capacity Utilization 88.3%ICU Level of Service E
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)11 306 117 8 499 2 40 05028
Future Volume (vph)11 306 117 8 499 2 40 05028
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 505 105 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.964 0.999 0.967 0.890
Flt Protected 0.999 0.999 0.950 0.962
Satd. Flow (prot)0 1794 0 0 3532 0 1681 1646 0 0 1658 0
Flt Permitted 0.999 0.999 0.950 0.962
Satd. Flow (perm)0 1794 0 0 3532 0 1681 1646 0 0 1658 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 1837 1037 952
Travel Time (s)2.9 35.8 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)43%
Lane Group Flow (vph) 0 472 0 0 553 0 25 23 0 0 11 0
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 47.0%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 11306117849924005028
Future Vol, veh/h 11 306 117 8 499 2 40 05028
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length -----505105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 12333127954224305029
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 544 0 0 460 0 0 711 983 397 984 1045 272
Stage 1 ------421421-561561-
Stage 2 ------290562-423484-
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93
Critical Hdwy Stg 1 ------6.135.53-6.535.53-
Critical Hdwy Stg 2 ------6.535.53-6.135.53-
Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319
Pot Cap-1 Maneuver 1023 - - 1099 - - 334 248 652 215 228 726
Stage 1 ------609588-480509-
Stage 2 ------694509-608551-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1023 - - 1099 - - 321 241 652 209 222 726
Mov Cap-2 Maneuver ------321241-209222-
Stage 1 ------599579-472503-
Stage 2 ------675503-593542-
Approach EB WB NB SB
HCM Control Delay, s 0.2 0.1 16.4 12.4
HCM LOS C B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)321 373 1023 - - 1099 - - 499
HCM Lane V/C Ratio 0.09 0.053 0.012 - - 0.008 - - 0.022
HCM Control Delay (s) 17.3 15.2 8.6 0 - 8.3 0 - 12.4
HCM Lane LOS C C A A - A A - B
HCM 95th %tile Q(veh) 0.3 0.2 0 - - 0 - - 0.1
6: CR 114 /CR 114 & CMC West Access
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)18 3 202 53 1 364
Future Volume (vph)18 3 202 53 1 364
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.982 0.850
Flt Protected 0.958
Satd. Flow (prot)1752 0 1863 1583 0 1863
Flt Permitted 0.958
Satd. Flow (perm)1752 0 1863 1583 0 1863
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 23 0 220 58 0 397
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 30.0%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 18 3 202 53 1 364
Future Vol, veh/h 18 3 202 53 1 364
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 20 3 220 58 1 396
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 618 220 0 0 278 0
Stage 1 220 -----
Stage 2 398 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 453 820 - - 1285 -
Stage 1 817 -----
Stage 2 678 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 453 820 - - 1285 -
Mov Cap-2 Maneuver 453 -----
Stage 1 816 -----
Stage 2 678 -----
Approach WB NB SB
HCM Control Delay, s 12.8 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 484 1285 -
HCM Lane V/C Ratio - - 0.047 0.001 -
HCM Control Delay (s) - - 12.8 7.8 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.1 0 -
7: CMC East Access & CR 114/CR 114
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 174 5 0 388 1 1
Future Volume (vph) 174 5 0 388 1 1
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.997 0.932
Flt Protected 0.976
Satd. Flow (prot)1857 0 0 1863 1694 0
Flt Permitted 0.976
Satd. Flow (perm)1857 0 0 1863 1694 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 194 0 0 422 2 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 30.4% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2023 Total AM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 174 5 0 388 1 1
Future Vol, veh/h 174 5 0 388 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 189 5 0 422 1 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 194 0 614 192
Stage 1 - - - - 192 -
Stage 2 - - - - 422 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1379 - 455 850
Stage 1 - - - - 841 -
Stage 2 - - - - 662 -
Platoon blocked, % - --
Mov Cap-1 Maneuver - - 1379 - 455 850
Mov Cap-2 Maneuver - - - - 455 -
Stage 1 - - - - 841 -
Stage 2 - - - - 662 -
Approach EB WB NB
HCM Control Delay, s 0 0 11.1
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)593 - - 1379 -
HCM Lane V/C Ratio 0.004 ----
HCM Control Delay (s) 11.1 - - 0 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0 - - 0 -
1: SH 82 & Commercial Access /CR 115
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)003605722256 12 33 1032 0
Future Volume (vph)003605722256 12 33 1032 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.865 0.850 0.999
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph)030762022465 0 36 1122 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 74.4%ICU Level of Service D
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 003605722256 12 33 1032 0
Future Vol, veh/h 0 03605722256 12 33 1032 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 003706222452 13 36 1122 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2424 3663 561 3096 3657 1233 1122 0 0 2465 0 0
Stage 1 1194 1194 - 2463 2463 - - - - - - -
Stage 2 1230 2469 - 633 1194 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 17 5 471 ~ 5 5 169 618 - - 185 - -
Stage 1 198 258 - 31 59 - - - - - - -
Stage 2 188 59 - 434 258 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 9 4 471 ~ 4 4 169 618 - - 185 - -
Mov Cap-2 Maneuver 9 4 - ~ 4 4 - - - - - - -
Stage 1 197 208 - 31 59 - - - - - - -
Stage 2 119 59 - 347 208 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 12.7 212.7 0 0.9
HCM LOS B F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)618 - - 471 4 169 185 - -
HCM Lane V/C Ratio 0.004 - - 0.007 1.63 0.367 0.194 - -
HCM Control Delay (s) 10.8 - - 12.7$ 1871.7 38.1 29.1 - -
HCM Lane LOS B - - B F E D - -
HCM 95th %tile Q(veh) 0 - - 0 1.7 1.6 0.7 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)18 12 0 0 13 92 0 0 0 64 0 13
Future Volume (vph)18 12 0 0 13 92 0 0 0 64 0 13
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.882 0.977
Flt Protected 0.971 0.960
Satd. Flow (prot)0 1809 0 0 1643 0 0 1863 0 0 1747 0
Flt Permitted 0.971 0.960
Satd. Flow (perm)0 1809 0 0 1643 0 0 1863 0 0 1747 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 33 0 0 114 00000840
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 19.3% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 4.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 12 0 0 13 92 0 0 0 64 0 13
Future Vol, veh/h 18 12 0 0 13 92 0 0 0 64 0 13
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 20 13 0 0 14 100 0 0 0 70 0 14
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 114 0 0 13 0 0 124 167 13 117 117 64
Stage 1 ------5353-6464-
Stage 2 ------71114-5353-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1475 - - 1606 - - 850 726 1067 859 773 1000
Stage 1 ------960851-947842-
Stage 2 ------939801-960851-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1475 - - 1606 - - 829 716 1067 850 762 1000
Mov Cap-2 Maneuver ------829716-850762-
Stage 1 ------947839-934842-
Stage 2 ------926801-947839-
Approach EB WB NB SB
HCM Control Delay, s 4.5 0 0 9.6
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1475 - - 1606 - - 872
HCM Lane V/C Ratio - 0.013 -----0.096
HCM Control Delay (s) 0 7.5 0 - 0 - - 9.6
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.3
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 258 12 0 0 13 000000179
Future Volume (vph) 258 12 0 0 13 000000179
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.865
Flt Protected 0.954
Satd. Flow (prot)0 1777 0 0 1863 0 0 1863 0 0 1611 0
Flt Permitted 0.954
Satd. Flow (perm)0 1777 0 0 1863 0 0 1863 0 0 1611 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 293 0 0 14 000001950
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.3% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 7.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 258120013000000179
Future Vol, veh/h 258 12 0 0 13 000000179
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 280130014000000195
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 14 0 0 13 0 0 685 587 13 587 587 14
Stage 1 ------573573-1414-
Stage 2 ------11214-573573-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1604 - - 1606 - - 362 422 1067 421 422 1066
Stage 1 ------505504-1006 884 -
Stage 2 ------893884-505504-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1604 - - 1606 - - 256 348 1067 364 348 1066
Mov Cap-2 Maneuver ------256348-364348-
Stage 1 ------416415-829884-
Stage 2 ------730884-416415-
Approach EB WB NB SB
HCM Control Delay, s 7.4 0 0 9.1
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1604 - - 1606 - - 1066
HCM Lane V/C Ratio - 0.175 -----0.183
HCM Control Delay (s) 0 7.7 0 - 0 - - 9.1
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0.6 - - 0 - - 0.7
4: SH 82 & CR 154 /CR 114
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)40 50 63 155 48 433 123 1788 188 338 747 27
Future Volume (vph)40 50 63 155 48 433 123 1788 188 338 747 27
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 60 150
Storage Lanes 0 1 0 1 1 1 1 1
Taper Length (ft)25 25 145 130
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.978 0.963 0.950 0.950
Satd. Flow (prot)0 1822 1583 0 1794 1583 1770 3539 1583 1770 3539 1583
Flt Permitted 0.299 0.672 0.950 0.950
Satd. Flow (perm)0 557 1583 0 1252 1583 1770 3539 1583 1770 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)87 119 114 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 265
Travel Time (s)22.9 2.9 6.7 3.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 97 68 0 220 471 134 1943 204 367 812 29
Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 8 2 6
Detector Phase 484848162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)23.0 23.5 23.5 23.0 11.5 112.0 112.0 11.5 112.0 112.0
Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.07 0.66 0.66 0.07 0.66 0.66
v/c Ratio 1.29 0.23 1.27 1.49 1.13 0.83 0.19 3.08 0.35 0.03
Control Delay 254.6 7.7 214.3 268.8 186.8 26.1 5.2 981.2 13.3 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 254.6 7.7 214.3 268.8 186.8 26.1 5.2 981.2 13.3 0.0
LOS FA FFFCAFBA
Approach Delay 152.9 251.4 33.7 307.1
Approach LOS F F C F
Queue Length 50th (ft)~137 0 ~308 ~603 ~171 820 34 ~708 200 0
Queue Length 95th (ft)#271 30 #490 #839 #323 925 68 #925 238 0
Internal Link Dist (ft)926 70 460 185
4: SH 82 & CR 154 /CR 114
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 60 150
Base Capacity (vph)75 293 173 317 119 2331 1081 119 2331 1070
Starvation Cap Reductn 0 0 00000000
Spillback Cap Reductn 0 0 00000000
Storage Cap Reductn 0 0 00000000
Reduced v/c Ratio 1.29 0.23 1.27 1.49 1.13 0.83 0.19 3.08 0.35 0.03
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 3.08
Intersection Signal Delay: 148.8 Intersection LOS: F
Intersection Capacity Utilization 105.1%ICU Level of Service G
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)13 461 102 4 532 2 84 2 10 1 2 18
Future Volume (vph)13 461 102 4 532 2 84 2 10 1 2 18
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 505 105 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.976 0.999 0.968 0.883
Flt Protected 0.999 0.950 0.964 0.998
Satd. Flow (prot)0 1816 0 0 3536 0 1681 1651 0 0 1642 0
Flt Permitted 0.999 0.950 0.964 0.998
Satd. Flow (perm)0 1816 0 0 3536 0 1681 1651 0 0 1642 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 1837 1037 952
Travel Time (s)2.9 35.8 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)42%
Lane Group Flow (vph) 0 626 0 0 584 0 53 51 0 0 23 0
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 57.2%ICU Level of Service B
Analysis Period (min) 15
5: Frontage Road & CR 114
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 13 461 102 4 532 2 84 2 10 1 2 18
Future Vol, veh/h 13 461 102 4 532 2 84 2 10 1 2 18
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length -----505105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 14 501 111 4 578 2 91 2 11 1 2 20
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 580 0 0 612 0 0 883 1173 557 1178 1227 290
Stage 1 ------585585-587587-
Stage 2 ------298588-591640-
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93
Critical Hdwy Stg 1 ------6.135.53-6.535.53-
Critical Hdwy Stg 2 ------6.535.53-6.135.53-
Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319
Pot Cap-1 Maneuver 992 - - 965 - - 253 191 529 157 178 707
Stage 1 ------496497-464496-
Stage 2 ------687495-492469-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 992 - - 965 - - 239 186 529 149 173 707
Mov Cap-2 Maneuver ------239186-149173-
Stage 1 ------485486-454493-
Stage 2 ------661492-469459-
Approach EB WB NB SB
HCM Control Delay, s 0.2 0.1 23.3 12.9
HCM LOS C B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)239 272 992 - - 965 - - 480
HCM Lane V/C Ratio 0.255 0.16 0.014 - - 0.005 - - 0.048
HCM Control Delay (s) 25.1 20.7 8.7 0 - 8.7 0 - 12.9
HCM Lane LOS D C A A - A A - B
HCM 95th %tile Q(veh) 1 0.6 0 - - 0 - - 0.1
6: CR 114 /CR 114 & CMC West Access
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)36 2 430 43 4 306
Future Volume (vph)36 2 430 43 4 306
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993 0.850
Flt Protected 0.955 0.999
Satd. Flow (prot)1766 0 1863 1583 0 1861
Flt Permitted 0.955 0.999
Satd. Flow (perm)1766 0 1863 1583 0 1861
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 41 0 467 47 0 337
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 32.6%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 36 2 430 43 4 306
Future Vol, veh/h 36 2 430 43 4 306
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 39 2 467 47 4 333
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 808 467 0 0 514 0
Stage 1 467 -----
Stage 2 341 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 350 596 - - 1052 -
Stage 1 631 -----
Stage 2 720 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 348 596 - - 1052 -
Mov Cap-2 Maneuver 348 -----
Stage 1 628 -----
Stage 2 720 -----
Approach WB NB SB
HCM Control Delay, s 16.4 0 0.1
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 356 1052 -
HCM Lane V/C Ratio - - 0.116 0.004 -
HCM Control Delay (s) - - 16.4 8.4 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 0.4 0 -
7: CMC East Access & CR 114/CR 114
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 404 22 5 269 16 4
Future Volume (vph) 404 22 5 269 16 4
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993 0.974
Flt Protected 0.999 0.961
Satd. Flow (prot)1850 0 0 1861 1744 0
Flt Permitted 0.999 0.961
Satd. Flow (perm)1850 0 0 1861 1744 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 463 0 0 297 21 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 32.6% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2023 Total PM.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 404 22 5 269 16 4
Future Vol, veh/h 404 22 5 269 16 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 439 24 5 292 17 4
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 463 0 753 451
Stage 1 - - - - 451 -
Stage 2 - - - - 302 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1098 - 377 608
Stage 1 - - - - 642 -
Stage 2 - - - - 750 -
Platoon blocked, % - --
Mov Cap-1 Maneuver - - 1098 - 375 608
Mov Cap-2 Maneuver - - - - 375 -
Stage 1 - - - - 639 -
Stage 2 - - - - 750 -
Approach EB WB NB
HCM Control Delay, s 0 0.2 14.4
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)406 - - 1098 -
HCM Lane V/C Ratio 0.054 - - 0.005 -
HCM Control Delay (s) 14.4 - - 8.3 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.2 - - 0 -
1: SH 82 & Commercial Access /CR 115
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)100003621202 4 21 1029 0
Future Volume (vph)100003621202 4 21 1029 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1770 0 1863 1583 0 1770 3539 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1770 0 1863 1583 0 1770 3539 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph)010039021311 0 23 1118 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 43.4%ICU Level of Service A
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 100003621202 4 21 1029 0
Future Vol, veh/h 1 00003621202 4 21 1029 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 100003921307 4 23 1118 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1822 2479 559 1918 2477 656 1118 0 0 1311 0 0
Stage 1 1164 1164 - 1313 1313 - - - - - - -
Stage 2 658 1315 - 605 1164 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 48 29 472 41 29 408 620 - - 524 - -
Stage 1 207 267 - 167 226 - - - - - - -
Stage 2 420 226 - 451 267 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 42 28 472 40 28 408 620 - - 524 - -
Mov Cap-2 Maneuver 42 28 - 40 28 - - - - - - -
Stage 1 206 255 - 166 225 - - - - - - -
Stage 2 378 225 - 431 255 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 93 14.8 0 0.2
HCM LOS F B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)620 - - 42 - 408 524 - -
HCM Lane V/C Ratio 0.004 - - 0.026 - 0.096 0.044 - -
HCM Control Delay (s) 10.8 - - 93 0 14.8 12.2 - -
HCM Lane LOS B - - F A B B - -
HCM 95th %tile Q(veh) 0 - - 0.1 - 0.3 0.1 - -
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)14 11 0 0 14 72 0 0 0 80 0 16
Future Volume (vph)14 11 0 0 14 72 0 0 0 80 0 16
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.887 0.978
Flt Protected 0.973 0.960
Satd. Flow (prot)0 1812 0 0 1652 0 0 1863 0 0 1749 0
Flt Permitted 0.973 0.960
Satd. Flow (perm)0 1812 0 0 1652 0 0 1863 0 0 1749 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 27 0 0 93 000001040
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 20.1% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 4.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 14 11 0 0 14 72 0 0 0 80 0 16
Future Vol, veh/h 14 11 0 0 14 72 0 0 0 80 0 16
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 15 12 0 0 15 78 0 0 0 87 0 17
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 93 0 0 12 0 0 105 135 12 96 96 54
Stage 1 ------4242-5454-
Stage 2 ------6393-4242-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1501 - - 1607 - - 875 756 1069 887 794 1013
Stage 1 ------972860-958850-
Stage 2 ------948818-972860-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1501 - - 1607 - - 853 748 1069 880 786 1013
Mov Cap-2 Maneuver ------853748-880786-
Stage 1 ------962851-948850-
Stage 2 ------932818-962851-
Approach EB WB NB SB
HCM Control Delay, s 4.2 0 0 9.5
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1501 - - 1607 - - 900
HCM Lane V/C Ratio - 0.01 -----0.116
HCM Control Delay (s) 0 7.4 0 - 0 - - 9.5
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.4
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 200 11 0 0 14 000000223
Future Volume (vph) 200 11 0 0 14 000000223
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.865
Flt Protected 0.955
Satd. Flow (prot)0 1779 0 0 1863 0 0 1863 0 0 1611 0
Flt Permitted 0.955
Satd. Flow (perm)0 1779 0 0 1863 0 0 1863 0 0 1611 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 229 0 0 15 000002420
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.8% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 8.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 200110014000000223
Future Vol, veh/h 200 11 0 0 14 000000223
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 217120015000000242
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 15 0 0 12 0 0 582 461 12 461 461 15
Stage 1 ------446446-1515-
Stage 2 ------13615-446446-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1603 - - 1607 - - 424 497 1069 511 497 1065
Stage 1 ------591574-1005 883 -
Stage 2 ------867883-591574-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1603 - - 1607 - - 293 429 1069 458 429 1065
Mov Cap-2 Maneuver ------293429-458429-
Stage 1 ------511496-868883-
Stage 2 ------670883-511496-
Approach EB WB NB SB
HCM Control Delay, s 7.2 0 0 9.4
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1603 - - 1607 - - 1065
HCM Lane V/C Ratio - 0.136 -----0.228
HCM Control Delay (s) 0 7.6 0 - 0 - - 9.4
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0.5 - - 0 - - 0.9
4: SH 82 & CR 154 /CR 114
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)22 16 54 159 24 385 40 735 158 320 709 26
Future Volume (vph)22 16 54 159 24 385 40 735 158 320 709 26
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 60 150
Storage Lanes 0 1 0 1 1 1 1 1
Taper Length (ft)25 25 145 130
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.972 0.958 0.950 0.950
Satd. Flow (prot)0 1811 1583 0 1785 1583 1770 3539 1583 1770 3539 1583
Flt Permitted 0.439 0.725 0.950 0.950
Satd. Flow (perm)0 818 1583 0 1350 1583 1770 3539 1583 1770 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)87 305 172 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 265
Travel Time (s)22.9 2.9 6.7 3.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 41 59 0 199 418 43 799 172 348 771 28
Turn Type D.Pm NA custom D.Pm NA custom Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 8 2 6
Detector Phase 484848162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 36.0 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.5 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 6.5 7.0 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)23.0 23.5 23.5 23.0 9.9 112.0 116.7 11.5 116.7 112.0
Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.06 0.66 0.69 0.07 0.69 0.66
v/c Ratio 0.37 0.20 1.07 0.88 0.42 0.34 0.15 2.92 0.32 0.03
Control Delay 77.8 5.2 151.6 39.0 89.3 13.3 1.6 911.1 11.7 0.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 77.8 5.2 151.6 39.0 89.3 13.3 1.6 911.1 11.7 0.0
LOS E A F D F B A F B A
Approach Delay 35.0 75.3 14.5 284.3
Approach LOS C E B F
Queue Length 50th (ft)42 0 ~244 133 47 196 0 ~665 183 0
Queue Length 95th (ft)87 18 #419 #329 93 233 27 #877 223 0
Internal Link Dist (ft)926 70 460 185
4: SH 82 & CR 154 /CR 114
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 60 150
Base Capacity (vph)110 293 186 477 119 2331 1140 119 2429 1070
Starvation Cap Reductn 0 0 00000000
Spillback Cap Reductn 0 0 00000000
Storage Cap Reductn 0 0 00000000
Reduced v/c Ratio 0.37 0.20 1.07 0.88 0.36 0.34 0.15 2.92 0.32 0.03
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 2.92
Intersection Signal Delay: 135.8 Intersection LOS: F
Intersection Capacity Utilization 73.9%ICU Level of Service D
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)3 419 73 1 523 1 32 14004
Future Volume (vph)3 419 73 1 523 1 32 14004
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 505 105 0 0 0
Storage Lanes 0 0 0 1 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.980 0.970 0.865
Flt Protected 0.950 0.964
Satd. Flow (prot)0 1825 0 0 3539 0 1681 1655 0 0 1611 0
Flt Permitted 0.950 0.964
Satd. Flow (perm)0 1825 0 0 3539 0 1681 1655 0 0 1611 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 1837 1037 952
Travel Time (s)2.9 35.8 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)42%
Lane Group Flow (vph) 0 537 0 0 570 0 20 20 0040
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 43.3%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 341973152313214004
Future Vol, veh/h 3 419 73 1 523 1 32 14004
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length -----505105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 345579156813514004
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 569 0 0 534 0 0 787 1072 495 1074 1111 285
Stage 1 ------501501-571571-
Stage 2 ------286571-503540-
Critical Hdwy 4.13 - - 4.13 - - 7.33 6.53 6.23 7.33 6.53 6.93
Critical Hdwy Stg 1 ------6.135.53-6.535.53-
Critical Hdwy Stg 2 ------6.535.53-6.135.53-
Follow-up Hdwy 2.219 - - 2.219 - - 3.519 4.019 3.319 3.519 4.019 3.319
Pot Cap-1 Maneuver 1001 - - 1032 - - 295 220 574 186 208 713
Stage 1 ------551542-474504-
Stage 2 ------698504-550520-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1001 - - 1032 - - 292 219 574 183 207 713
Mov Cap-2 Maneuver ------292219-183207-
Stage 1 ------549540-472503-
Stage 2 ------693503-543518-
Approach EB WB NB SB
HCM Control Delay, s 0.1 0 17.7 10.1
HCM LOS C B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)292 326 1001 - - 1032 - - 713
HCM Lane V/C Ratio 0.079 0.052 0.003 - - 0.001 - - 0.006
HCM Control Delay (s) 18.4 16.7 8.6 0 - 8.5 0 - 10.1
HCM Lane LOS C C A A - A A - B
HCM 95th %tile Q(veh) 0.3 0.2 0 - - 0 - - 0
6: CR 114 /CR 114 & CMC West Access
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)41 18 376 35 6 436
Future Volume (vph)41 18 376 35 6 436
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.958 0.850
Flt Protected 0.967 0.999
Satd. Flow (prot)1726 0 1863 1583 0 1861
Flt Permitted 0.967 0.999
Satd. Flow (perm)1726 0 1863 1583 0 1861
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 65 0 409 38 0 481
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 37.8%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 41 18 376 35 6 436
Future Vol, veh/h 41 18 376 35 6 436
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 45 20 409 38 7 474
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 897 409 0 0 447 0
Stage 1 409 -----
Stage 2 488 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 310 642 - - 1113 -
Stage 1 671 -----
Stage 2 617 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 307 642 - - 1113 -
Mov Cap-2 Maneuver 307 -----
Stage 1 665 -----
Stage 2 617 -----
Approach WB NB SB
HCM Control Delay, s 17 0 0.1
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 365 1113 -
HCM Lane V/C Ratio - - 0.176 0.006 -
HCM Control Delay (s) - - 17 8.3 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 0.6 0 -
7: CMC East Access & CR 114/CR 114
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 302 17 0 335 22 0
Future Volume (vph) 302 17 0 335 22 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993
Flt Protected 0.950
Satd. Flow (prot)1850 0 0 1863 1770 0
Flt Permitted 0.950
Satd. Flow (perm)1850 0 0 1863 1770 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 346 0 0 364 24 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 27.6% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2023 Total SAT.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 302 17 0 335 22 0
Future Vol, veh/h 302 17 0 335 22 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 328 18 0 364 24 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 346 0 701 337
Stage 1 - - - - 337 -
Stage 2 - - - - 364 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1213 - 405 705
Stage 1 - - - - 723 -
Stage 2 - - - - 703 -
Platoon blocked, % - --
Mov Cap-1 Maneuver - - 1213 - 405 705
Mov Cap-2 Maneuver - - - - 405 -
Stage 1 - - - - 723 -
Stage 2 - - - - 703 -
Approach EB WB NB
HCM Control Delay, s 0 0 14.4
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)405 - - 1213 -
HCM Lane V/C Ratio 0.059 ----
HCM Control Delay (s) 14.4 - - 0 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0.2 - - 0 -
1: SH 82 & Commercial Access /CR 115
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)0 0 3 23 0 51 5 1310 20 61 2536 0
Future Volume (vph)0 0 3 23 0 51 5 1310 20 61 2536 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.865 0.850 0.998
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3532 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3532 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 3 0 25 55 0 5 1446 0 66 2757 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 84.7%ICU Level of Service E
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 18.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 3 23 0 51 5 1310 20 61 2536 0
Future Vol, veh/h 0 0 3 23 0 51 5 1310 20 61 2536 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 3 25 0 55 5 1424 22 66 2757 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 3611 4345 1379 2956 4334 723 2757 0 0 1446 0 0
Stage 1 2889 2889 - 1445 1445 - - - - - - -
Stage 2 722 1456 - 1511 2889 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 2 2 134 ~ 6 2 369 142 - - 465 - -
Stage 1 16 35 - 138 195 - - - - - - -
Stage 2 384 193 - 126 35 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1 2 134 ~ 5 2 369 142 - - 465 - -
Mov Cap-2 Maneuver 1 2 - ~ 5 2 - - - - - - -
Stage 1 15 30 - 133 188 - - - - - - -
Stage 2 315 186 - 105 30 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 32.5 $ 1000.9 0.1 0.3
HCM LOS D F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)142 - - 134 5 369 465 - -
HCM Lane V/C Ratio 0.038 - - 0.024 5 0.15 0.143 - -
HCM Control Delay (s) 31.4 - - 32.5$ 3183.8 16.5 14 - -
HCM Lane LOS D - - D F C B - -
HCM 95th %tile Q(veh) 0.1 - - 0.1 4.6 0.5 0.5 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)9 17 0 0 10 43 0 0 0 84 0 17
Future Volume (vph)9 17 0 0 10 43 0 0 0 84 0 17
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.891 0.978
Flt Protected 0.982 0.960
Satd. Flow (prot)0 1829 0 0 1660 0 0 1863 0 0 1749 0
Flt Permitted 0.982 0.960
Satd. Flow (perm)0 1829 0 0 1660 0 0 1863 0 0 1749 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 28 0 0 58 000001090
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 20.4% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 5.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 9 17 0 0 10 43 0 0 0 84 0 17
Future Vol, veh/h 9 17 0 0 10 43 0 0 0 84 0 17
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 10 18 0 0 11 47 0 0 0 91 0 18
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 58 0 0 18 0 0 82 96 18 73 73 35
Stage 1 ------3838-3535-
Stage 2 ------4458-3838-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1546 - - 1599 - - 905 794 1061 918 817 1038
Stage 1 ------977863-981866-
Stage 2 ------970847-977863-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1546 - - 1599 - - 884 788 1061 913 811 1038
Mov Cap-2 Maneuver ------884788-913811-
Stage 1 ------970857-974866-
Stage 2 ------953847-970857-
Approach EB WB NB SB
HCM Control Delay, s 2.5 0 0 9.4
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1546 - - 1599 - - 932
HCM Lane V/C Ratio - 0.006 -----0.118
HCM Control Delay (s) 0 7.3 0 - 0 - - 9.4
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.4
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 119 17 0 0 10 000000235
Future Volume (vph) 119 17 0 0 10 000000235
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.865
Flt Protected 0.958
Satd. Flow (prot)0 1785 0 0 1863 0 0 1863 0 0 1611 0
Flt Permitted 0.958
Satd. Flow (perm)0 1785 0 0 1863 0 0 1863 0 0 1611 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 147 0 0 11 000002550
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 35.4% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 8.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 119170010000000235
Future Vol, veh/h 119 17 0 0 10 000000235
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 129180011000000255
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 11 0 0 18 0 0 415 287 18 287 287 11
Stage 1 ------276276-1111-
Stage 2 ------13911-276276-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1608 - - 1599 - - 548 623 1061 665 623 1070
Stage 1 ------730682-1010 886 -
Stage 2 ------864886-730682-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1608 - - 1599 - - 391 573 1061 624 573 1070
Mov Cap-2 Maneuver ------391573-624573-
Stage 1 ------671627-928886-
Stage 2 ------658886-671627-
Approach EB WB NB SB
HCM Control Delay, s 6.5 0 0 9.4
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1608 - - 1599 - - 1070
HCM Lane V/C Ratio - 0.08 -----0.239
HCM Control Delay (s) 0 7.4 0 - 0 - - 9.4
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0.3 - - 0 - - 0.9
4: SH 82 & CR 154 /CR 114
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)25 53 230 207 70 322 72 801 95 351 2118 64
Future Volume (vph)25 53 230 207 70 322 72 801 95 351 2118 64
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 800 150
Storage Lanes 0 1 1 1 1 1 2 1
Taper Length (ft)25 25 145 225
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.984 0.950 0.950 0.950
Satd. Flow (prot)0 1833 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583
Flt Permitted 0.873 0.693 0.950 0.950
Satd. Flow (perm)0 1626 1583 1291 1863 1583 1770 3539 1583 3433 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)110 350 103 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 1032
Travel Time (s)22.9 2.9 6.7 12.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 85 250 225 76 350 78 871 103 382 2302 70
Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 Free 2 6
Detector Phase 48484 162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)23.0 23.5 23.0 23.5 170.0 11.0 112.0 112.5 11.5 112.5 112.0
Actuated g/C Ratio 0.14 0.14 0.14 0.14 1.00 0.06 0.66 0.66 0.07 0.66 0.66
v/c Ratio 0.39 0.80 1.29 0.30 0.22 0.68 0.37 0.10 1.65 0.98 0.07
Control Delay 72.9 58.2 221.6 69.3 0.3 105.8 13.7 1.9 353.0 42.9 1.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 72.9 58.2 221.6 69.3 0.3 105.8 13.7 1.9 353.0 42.9 1.5
LOS EEFEAFBAFDA
Approach Delay 61.9 84.9 19.4 84.9
Approach LOS E F B F
Queue Length 50th (ft)88 157 ~318 77 0 86 220 0 ~315 1252 0
Queue Length 95th (ft)150 #295 #502 134 0 #164 259 22 #428 #1496 15
Internal Link Dist (ft)926 70 460 952
4: SH 82 & CR 154 /CR 114
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 800 150
Base Capacity (vph)219 313 174 257 1583 119 2331 1082 232 2341 1070
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.39 0.80 1.29 0.30 0.22 0.66 0.37 0.10 1.65 0.98 0.07
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.65
Intersection Signal Delay: 68.9 Intersection LOS: E
Intersection Capacity Utilization 101.8%ICU Level of Service G
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)13 337 142 10 537 2 49 060210
Future Volume (vph)13 337 142 10 537 2 49 060210
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 0 105 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.957 0.999 0.965 0.886
Flt Protected 0.999 0.999 0.950 0.963
Satd. Flow (prot)0 3384 0 0 3532 0 1681 1644 0 0 1650 0
Flt Permitted 0.999 0.999 0.950 0.963
Satd. Flow (perm)0 3384 0 0 3532 0 1681 1644 0 0 1650 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 340 1037 952
Travel Time (s)2.9 6.6 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)43%
Lane Group Flow (vph) 0 534 0 0 597 0 30 30 0 0 13 0
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.5%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 1333714210537249060210
Future Vol, veh/h 13 337 142 10 537 2 49 060210
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 1436615411584253070211
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 586 0 0 520 0 0 786 1079 260 818 1155 293
Stage 1 ------471471-607607-
Stage 2 ------315608-211548-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94
Critical Hdwy Stg 1 ------6.545.54-6.545.54-
Critical Hdwy Stg 2 ------6.545.54-6.545.54-
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32
Pot Cap-1 Maneuver 985 - - 1042 - - 283 217 739 268 196 703
Stage 1 ------542558-450485-
Stage 2 ------671484-771515-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 985 - - 1042 - - 269 209 739 258 189 703
Mov Cap-2 Maneuver ------269209-258189-
Stage 1 ------531547-441477-
Stage 2 ------647476-749505-
Approach EB WB NB SB
HCM Control Delay, s 0.3 0.3 19 12.6
HCM LOS C B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)269 324 985 - - 1042 - - 484
HCM Lane V/C Ratio 0.132 0.075 0.014 - - 0.01 - - 0.027
HCM Control Delay (s) 20.4 17 8.7 0.1 - 8.5 0.1 - 12.6
HCM Lane LOS C C A A - A A - B
HCM 95th %tile Q(veh) 0.4 0.2 0 - - 0 - - 0.1
6: CR 114 /CR 114 & CMC West Access
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)18 3 211 53 1 374
Future Volume (vph)18 3 211 53 1 374
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.982 0.850
Flt Protected 0.958
Satd. Flow (prot)1752 0 1863 1583 0 1863
Flt Permitted 0.958
Satd. Flow (perm)1752 0 1863 1583 0 1863
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 23 0 229 58 0 408
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 30.5%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 18 3 211 53 1 374
Future Vol, veh/h 18 3 211 53 1 374
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 20 3 229 58 1 407
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 638 229 0 0 287 0
Stage 1 229 -----
Stage 2 409 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 441 810 - - 1275 -
Stage 1 809 -----
Stage 2 671 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 441 810 - - 1275 -
Mov Cap-2 Maneuver 441 -----
Stage 1 808 -----
Stage 2 671 -----
Approach WB NB SB
HCM Control Delay, s 13 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 472 1275 -
HCM Lane V/C Ratio - - 0.048 0.001 -
HCM Control Delay (s) - - 13 7.8 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.2 0 -
7: CMC East Access & CR 114/CR 114
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 177 5 0 402 1 1
Future Volume (vph) 177 5 0 402 1 1
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.997 0.932
Flt Protected 0.976
Satd. Flow (prot)1857 0 0 1863 1694 0
Flt Permitted 0.976
Satd. Flow (perm)1857 0 0 1863 1694 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 197 0 0 437 2 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 31.2% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2045 Total AM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 177 5 0 402 1 1
Future Vol, veh/h 177 5 0 402 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 192 5 0 437 1 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 197 0 632 195
Stage 1 - - - - 195 -
Stage 2 - - - - 437 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1376 - 444 846
Stage 1 - - - - 838 -
Stage 2 - - - - 651 -
Platoon blocked, % - --
Mov Cap-1 Maneuver - - 1376 - 444 846
Mov Cap-2 Maneuver - - - - 444 -
Stage 1 - - - - 838 -
Stage 2 - - - - 651 -
Approach EB WB NB
HCM Control Delay, s 0 0 11.2
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)582 - - 1376 -
HCM Lane V/C Ratio 0.004 ----
HCM Control Delay (s) 11.2 - - 0 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0 - - 0 -
1: SH 82 & Commercial Access /CR 115
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)004806832837 15 37 1252 0
Future Volume (vph)004806832837 15 37 1252 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.865 0.850 0.999
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1611 0 1770 1583 0 1770 3536 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph)040974033100 0 40 1361 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 92.2%ICU Level of Service F
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 20.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 004806832837 15 37 1252 0
Future Vol, veh/h 0 04806832837 15 37 1252 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 004907433084 16 40 1361 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2989 4547 681 3859 4539 1550 1361 0 0 3100 0 0
Stage 1 1441 1441 - 3098 3098 - - - - - - -
Stage 2 1548 3106 - 761 1441 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 6 1 393 ~ 1 1 103 501 - - 103 - -
Stage 1 139 196 - 12 27 - - - - - - -
Stage 2 119 27 - 364 196 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1 1 393 ~ 1 1 103 501 - - 103 - -
Mov Cap-2 Maneuver 1 1 - ~ 1 1 - - - - - - -
Stage 1 138 120 - 12 27 - - - - - - -
Stage 2 33 27 - 220 120 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 14.3 $ 1086.5 0 1.7
HCM LOS B F
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)501 - - 393 1 103 103 - -
HCM Lane V/C Ratio 0.007 - - 0.011 8.696 0.718 0.39 - -
HCM Control Delay (s) 12.2 - - 14.3$ 9469.9 100.2 60.8 - -
HCM Lane LOS B - - B F F F - -
HCM 95th %tile Q(veh) 0 - - 0 2.4 3.8 1.6 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)18 15 0 0 16 92 0 0 0 64 0 13
Future Volume (vph)18 15 0 0 16 92 0 0 0 64 0 13
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.885 0.977
Flt Protected 0.973 0.960
Satd. Flow (prot)0 1812 0 0 1649 0 0 1863 0 0 1747 0
Flt Permitted 0.973 0.960
Satd. Flow (perm)0 1812 0 0 1649 0 0 1863 0 0 1747 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 36 0 0 117 00000840
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 19.5% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 15 0 0 16 92 0 0 0 64 0 13
Future Vol, veh/h 18 15 0 0 16 92 0 0 0 64 0 13
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 20 16 0 0 17 100 0 0 0 70 0 14
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 117 0 0 16 0 0 130 173 16 123 123 67
Stage 1 ------5656-6767-
Stage 2 ------74117-5656-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1471 - - 1602 - - 843 720 1063 852 767 997
Stage 1 ------956848-943839-
Stage 2 ------935799-956848-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1471 - - 1602 - - 822 710 1063 843 756 997
Mov Cap-2 Maneuver ------822710-843756-
Stage 1 ------943836-930839-
Stage 2 ------922799-943836-
Approach EB WB NB SB
HCM Control Delay, s 4.1 0 0 9.6
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1471 - - 1602 - - 866
HCM Lane V/C Ratio - 0.013 -----0.097
HCM Control Delay (s) 0 7.5 0 - 0 - - 9.6
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.3
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 258 15 0 0 16 000000179
Future Volume (vph) 258 15 0 0 16 000000179
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.865
Flt Protected 0.955
Satd. Flow (prot)0 1779 0 0 1863 0 0 1863 0 0 1611 0
Flt Permitted 0.955
Satd. Flow (perm)0 1779 0 0 1863 0 0 1863 0 0 1611 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 296 0 0 17 000001950
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.5% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 7.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 258150016000000179
Future Vol, veh/h 258 15 0 0 16 000000179
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 280160017000000195
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 17 0 0 16 0 0 691 593 16 593 593 17
Stage 1 ------576576-1717-
Stage 2 ------11517-576576-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1600 - - 1602 - - 359 418 1063 417 418 1062
Stage 1 ------503502-1002 881 -
Stage 2 ------890881-503502-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1600 - - 1602 - - 253 344 1063 360 344 1062
Mov Cap-2 Maneuver ------253344-360344-
Stage 1 ------414413-825881-
Stage 2 ------727881-414413-
Approach EB WB NB SB
HCM Control Delay, s 7.3 0 0 9.1
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1600 - - 1602 - - 1062
HCM Lane V/C Ratio - 0.175 -----0.183
HCM Control Delay (s) 0 7.7 0 - 0 - - 9.1
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0.6 - - 0 - - 0.7
4: SH 82 & CR 154 /CR 114
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)50 61 78 174 59 498 153 2284 207 362 955 34
Future Volume (vph)50 61 78 174 59 498 153 2284 207 362 955 34
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 800 150
Storage Lanes 0 1 1 1 1 1 2 1
Taper Length (ft)25 25 145 225
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.978 0.950 0.950 0.950
Satd. Flow (prot)0 1822 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583
Flt Permitted 0.825 0.576 0.950 0.950
Satd. Flow (perm)0 1537 1583 1073 1863 1583 1770 3539 1583 3433 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)87 193 98 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 1032
Travel Time (s)22.9 2.9 6.7 12.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 120 85 189 64 541 166 2483 225 393 1038 37
Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 Free 2 6
Detector Phase 48484 162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)23.0 23.5 23.0 23.5 170.0 11.5 112.0 112.0 11.5 112.0 112.0
Actuated g/C Ratio 0.14 0.14 0.14 0.14 1.00 0.07 0.66 0.66 0.07 0.66 0.66
v/c Ratio 0.58 0.29 1.30 0.25 0.34 1.39 1.07 0.21 1.69 0.45 0.03
Control Delay 81.1 13.5 230.9 68.3 0.6 273.0 67.7 6.7 372.3 14.7 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 81.1 13.5 230.9 68.3 0.6 273.0 67.7 6.7 372.3 14.7 0.1
LOS FBFEAFEAFBA
Approach Delay 53.1 60.9 74.8 110.1
Approach LOS D E E F
Queue Length 50th (ft)127 0 ~269 65 0 ~245 ~1598 50 ~329 278 0
Queue Length 95th (ft)203 54 #441 117 0 #411 #1709 88 #443 325 0
Internal Link Dist (ft)926 70 460 952
4: SH 82 & CR 154 /CR 114
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 800 150
Base Capacity (vph)207 293 145 257 1583 119 2331 1076 232 2331 1070
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.58 0.29 1.30 0.25 0.34 1.39 1.07 0.21 1.69 0.45 0.03
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 150
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.69
Intersection Signal Delay: 81.6 Intersection LOS: F
Intersection Capacity Utilization 108.9%ICU Level of Service G
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)16 484 124 5 593 2 102 2 12 1 2 22
Future Volume (vph)16 484 124 5 593 2 102 2 12 1 2 22
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 0 105 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.970 0.969 0.880
Flt Protected 0.999 0.950 0.963 0.998
Satd. Flow (prot)0 3430 0 0 3539 0 1681 1651 0 0 1636 0
Flt Permitted 0.999 0.950 0.963 0.998
Satd. Flow (perm)0 3430 0 0 3539 0 1681 1651 0 0 1636 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 340 1037 952
Travel Time (s)2.9 6.6 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)43%
Lane Group Flow (vph) 0 678 0 0 652 0 63 63 0 0 27 0
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 45.8%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 16 484 124 5 593 2 102 2 12 1 2 22
Future Vol, veh/h 16 484 124 5 593 2 102 2 12 1 2 22
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 17 526 135 5 645 2 111 2 13 1 2 24
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 647 0 0 661 0 0 962 1285 331 954 1351 324
Stage 1 ------628628-656656-
Stage 2 ------334657-298695-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94
Critical Hdwy Stg 1 ------6.545.54-6.545.54-
Critical Hdwy Stg 2 ------6.545.54-6.545.54-
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32
Pot Cap-1 Maneuver 934 - - 923 - - 210 163 665 213 149 672
Stage 1 ------437474-421460-
Stage 2 ------653460-686442-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 934 - - 923 - - 195 157 665 201 143 672
Mov Cap-2 Maneuver ------195157-201143-
Stage 1 ------424460-409456-
Stage 2 ------622456-650429-
Approach EB WB NB SB
HCM Control Delay, s 0.3 0.1 30.3 12.9
HCM LOS D B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)195 234 934 - - 923 - - 484
HCM Lane V/C Ratio 0.379 0.223 0.019 - - 0.006 - - 0.056
HCM Control Delay (s) 34.3 24.7 8.9 0.1 - 8.9 0 - 12.9
HCM Lane LOS D C A A - A A - B
HCM 95th %tile Q(veh) 1.7 0.8 0.1 - - 0 - - 0.2
6: CR 114 /CR 114 & CMC West Access
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)36 2 446 43 4 319
Future Volume (vph)36 2 446 43 4 319
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993 0.850
Flt Protected 0.955 0.999
Satd. Flow (prot)1766 0 1863 1583 0 1861
Flt Permitted 0.955 0.999
Satd. Flow (perm)1766 0 1863 1583 0 1861
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 41 0 485 47 0 351
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 33.5%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 36 2 446 43 4 319
Future Vol, veh/h 36 2 446 43 4 319
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 39 2 485 47 4 347
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 840 485 0 0 532 0
Stage 1 485 -----
Stage 2 355 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 335 582 - - 1036 -
Stage 1 619 -----
Stage 2 710 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 333 582 - - 1036 -
Mov Cap-2 Maneuver 333 -----
Stage 1 616 -----
Stage 2 710 -----
Approach WB NB SB
HCM Control Delay, s 17 0 0.1
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 341 1036 -
HCM Lane V/C Ratio - - 0.121 0.004 -
HCM Control Delay (s) - - 17 8.5 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 0.4 0 -
7: CMC East Access & CR 114/CR 114
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 416 22 5 275 16 4
Future Volume (vph) 416 22 5 275 16 4
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993 0.974
Flt Protected 0.999 0.961
Satd. Flow (prot)1850 0 0 1861 1744 0
Flt Permitted 0.999 0.961
Satd. Flow (perm)1850 0 0 1861 1744 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 476 0 0 304 21 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 33.2% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2045 Total PM .syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 416 22 5 275 16 4
Future Vol, veh/h 416 22 5 275 16 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 452 24 5 299 17 4
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 476 0 773 464
Stage 1 - - - - 464 -
Stage 2 - - - - 309 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1086 - 367 598
Stage 1 - - - - 633 -
Stage 2 - - - - 745 -
Platoon blocked, % - --
Mov Cap-1 Maneuver - - 1086 - 365 598
Mov Cap-2 Maneuver - - - - 365 -
Stage 1 - - - - 629 -
Stage 2 - - - - 745 -
Approach EB WB NB
HCM Control Delay, s 0 0.1 14.6
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)396 - - 1086 -
HCM Lane V/C Ratio 0.055 - - 0.005 -
HCM Control Delay (s) 14.6 - - 8.3 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.2 - - 0 -
1: SH 82 & Commercial Access /CR 115
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)100004131478 5 23 1264 0
Future Volume (vph)100004131478 5 23 1264 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 25 0 100 0 175 0
Storage Lanes 0 0 1 0 1 0 1 0
Taper Length (ft)25 25 85 120
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.850
Flt Protected 0.950 0.950 0.950
Satd. Flow (prot)0 1770 0 1863 1583 0 1770 3539 0 1770 3539 0
Flt Permitted 0.950 0.950 0.950
Satd. Flow (perm)0 1770 0 1863 1583 0 1770 3539 0 1770 3539 0
Link Speed (mph)20 35 55 55
Link Distance (ft)998 904 13384 2074
Travel Time (s)34.0 17.6 165.9 25.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph)010045031612 0 25 1374 0
Sign Control Stop Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 51.0%ICU Level of Service A
Analysis Period (min) 15
1: SH 82 & Commercial Access /CR 115
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 100004131478 5 23 1264 0
Future Vol, veh/h 1 00004131478 5 23 1264 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 25 - - 100 - - 175 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 100004531607 5 25 1374 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2234 3042 687 2353 3040 806 1374 0 0 1612 0 0
Stage 1 1424 1424 - 1616 1616 - - - - - - -
Stage 2 810 1618 - 737 1424 - - - - - - -
Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - -
Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - -
Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - -
Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - -
Pot Cap-1 Maneuver 23 13 389 19 13 325 495 - - 401 - -
Stage 1 143 200 - 108 161 - - - - - - -
Stage 2 340 161 - 376 200 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 19 12 389 18 12 325 495 - - 401 - -
Mov Cap-2 Maneuver 19 12 - 18 12 - - - - - - -
Stage 1 142 188 - 107 160 - - - - - - -
Stage 2 292 160 - 353 188 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 205.7 17.8 0 0.3
HCM LOS F C
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h)495 - - 19 - 325 401 - -
HCM Lane V/C Ratio 0.007 - - 0.057 - 0.137 0.062 - -
HCM Control Delay (s) 12.3 - - 205.7 0 17.8 14.6 - -
HCM Lane LOS B - - F A C B - -
HCM 95th %tile Q(veh) 0 - - 0.2 - 0.5 0.2 - -
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)14 13 0 0 17 72 0 0 0 80 0 16
Future Volume (vph)14 13 0 0 17 72 0 0 0 80 0 16
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.890 0.978
Flt Protected 0.975 0.960
Satd. Flow (prot)0 1816 0 0 1658 0 0 1863 0 0 1749 0
Flt Permitted 0.975 0.960
Satd. Flow (perm)0 1816 0 0 1658 0 0 1863 0 0 1749 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2024 2044 1084 1110
Travel Time (s)55.2 55.7 29.6 30.3
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 29 0 0 96 000001040
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 20.2% ICU Level of Service A
Analysis Period (min) 15
2: SVR West Access South Leg /SVR West Access North Leg & CR 115
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 14 13 0 0 17 72 0 0 0 80 0 16
Future Vol, veh/h 14 13 0 0 17 72 0 0 0 80 0 16
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 15 14 0 0 18 78 0 0 0 87 0 17
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 96 0 0 14 0 0 110 140 14 101 101 57
Stage 1 ------4444-5757-
Stage 2 ------6696-4444-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1498 - - 1604 - - 868 751 1066 880 789 1009
Stage 1 ------970858-955847-
Stage 2 ------945815-970858-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1498 - - 1604 - - 846 743 1066 873 781 1009
Mov Cap-2 Maneuver ------846743-873781-
Stage 1 ------960849-945847-
Stage 2 ------929815-960849-
Approach EB WB NB SB
HCM Control Delay, s 3.9 0 0 9.6
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1498 - - 1604 - - 893
HCM Lane V/C Ratio - 0.01 -----0.117
HCM Control Delay (s) 0 7.4 0 - 0 - - 9.6
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.4
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 200 13 0 0 17 000000223
Future Volume (vph) 200 13 0 0 17 000000223
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.865
Flt Protected 0.955
Satd. Flow (prot)0 1779 0 0 1863 0 0 1863 0 0 1611 0
Flt Permitted 0.955
Satd. Flow (perm)0 1779 0 0 1863 0 0 1863 0 0 1611 0
Link Speed (mph)25 25 25 25
Link Distance (ft)2021 1989 1003 1004
Travel Time (s)55.1 54.2 27.4 27.4
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 231 0 0 18 000002420
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 38.9% ICU Level of Service A
Analysis Period (min) 15
3: SVR East Access South Leg/SVR East Access North Leg & CR 115
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 200130017000000223
Future Vol, veh/h 200 13 0 0 17 000000223
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 217140018000000242
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 18 0 0 14 0 0 587 466 14 466 466 18
Stage 1 ------448448-1818-
Stage 2 ------13918-448448-
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22
Critical Hdwy Stg 1 ------6.125.52-6.125.52-
Critical Hdwy Stg 2 ------6.125.52-6.125.52-
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318
Pot Cap-1 Maneuver 1599 - - 1604 - - 421 494 1066 507 494 1061
Stage 1 ------590573-1001 880 -
Stage 2 ------864880-590573-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 1599 - - 1604 - - 290 426 1066 454 426 1061
Mov Cap-2 Maneuver ------290426-454426-
Stage 1 ------509494-864880-
Stage 2 ------667880-509494-
Approach EB WB NB SB
HCM Control Delay, s 7.1 0 0 9.4
HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)- 1599 - - 1604 - - 1061
HCM Lane V/C Ratio - 0.136 -----0.228
HCM Control Delay (s) 0 7.6 0 - 0 - - 9.4
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) - 0.5 - - 0 - - 0.9
4: SH 82 & CR 154 /CR 114
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)28 20 67 174 29 428 50 939 175 353 906 33
Future Volume (vph)28 20 67 174 29 428 50 939 175 353 906 33
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 40 0 0 380 205 800 150
Storage Lanes 0 1 1 1 1 1 2 1
Taper Length (ft)25 25 145 225
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.97 0.95 1.00
Frt 0.850 0.850 0.850 0.850
Flt Protected 0.972 0.950 0.950 0.950
Satd. Flow (prot)0 1811 1583 1770 1863 1583 1770 3539 1583 3433 3539 1583
Flt Permitted 0.811 0.723 0.950 0.950
Satd. Flow (perm)0 1511 1583 1347 1863 1583 1770 3539 1583 3433 3539 1583
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR)87 323 190 80
Link Speed (mph)30 35 55 55
Link Distance (ft)1006 150 540 1032
Travel Time (s)22.9 2.9 6.7 12.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 0 52 73 189 32 465 54 1021 190 384 985 36
Turn Type D.Pm NA custom D.Pm NA Free Prot NA custom Prot NA custom
Protected Phases 8 4 1 6 5 2
Permitted Phases 4 4 8 Free 2 6
Detector Phase 48484 162526
Switch Phase
Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 4.0 20.0 20.0 4.0 20.0 20.0
Minimum Split (s)39.5 36.0 39.5 36.0 39.5 12.5 28.0 35.0 12.5 35.0 28.0
Total Split (s)30.0 30.0 30.0 30.0 30.0 20.0 120.0 120.0 20.0 120.0 120.0
Total Split (%)17.6% 17.6% 17.6% 17.6% 17.6% 11.8% 70.6% 70.6% 11.8% 70.6% 70.6%
Yellow Time (s)3.5 3.5 3.5 3.5 3.5 5.5 6.0 6.0 5.5 6.0 6.0
All-Red Time (s)3.0 3.5 3.0 3.5 3.0 3.0 2.0 2.0 3.0 2.0 2.0
Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)7.0 6.5 7.0 6.5 8.5 8.0 8.0 8.5 8.0 8.0
Lead/Lag Lead Lag Lag Lead Lag Lag
Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max C-Max None C-Max C-Max
Act Effct Green (s)23.0 23.5 23.0 23.5 170.0 10.4 112.0 116.3 11.5 116.3 112.0
Actuated g/C Ratio 0.14 0.14 0.14 0.14 1.00 0.06 0.66 0.68 0.07 0.68 0.66
v/c Ratio 0.25 0.25 1.04 0.12 0.29 0.50 0.44 0.17 1.66 0.41 0.03
Control Delay 69.6 9.6 145.3 65.8 0.5 93.1 14.6 1.6 356.5 13.0 0.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 69.6 9.6 145.3 65.8 0.5 93.1 14.6 1.6 356.5 13.0 0.1
LOS EAFEAFBAFBA
Approach Delay 34.6 43.4 16.0 106.6
Approach LOS C D B F
Queue Length 50th (ft)53 0 ~226 32 0 59 273 0 ~318 259 0
Queue Length 95th (ft)100 37 #399 69 0 111 318 28 #431 303 0
Internal Link Dist (ft)926 70 460 952
4: SH 82 & CR 154 /CR 114
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Turn Bay Length (ft)40 380 205 800 150
Base Capacity (vph)204 293 182 257 1583 119 2331 1143 232 2421 1070
Starvation Cap Reductn 00000000000
Spillback Cap Reductn 00000000000
Storage Cap Reductn 00000000000
Reduced v/c Ratio 0.25 0.25 1.04 0.12 0.29 0.45 0.44 0.17 1.66 0.41 0.03
Intersection Summary
Area Type:Other
Cycle Length: 170
Actuated Cycle Length: 170
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.66
Intersection Signal Delay: 58.6 Intersection LOS: E
Intersection Capacity Utilization 71.5%ICU Level of Service C
Analysis Period (min) 15
~ Volume exceeds capacity, queue is theoretically infinite.
Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: SH 82 & CR 154 /CR 114
5: Frontage Road & CR 114
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph)4 451 88 1 570 1 39 15005
Future Volume (vph)4 451 88 1 570 1 39 15005
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 0 0 105 0 0 0
Storage Lanes 0 0 0 0 1 0 0 0
Taper Length (ft)25 25 90 25
Lane Util. Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00
Frt 0.976 0.969 0.865
Flt Protected 0.950 0.964
Satd. Flow (prot)0 3454 0 0 3539 0 1681 1653 0 0 1611 0
Flt Permitted 0.950 0.964
Satd. Flow (perm)0 3454 0 0 3539 0 1681 1653 0 0 1611 0
Link Speed (mph)35 35 25 25
Link Distance (ft)150 340 1037 952
Travel Time (s)2.9 6.6 28.3 26.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)42%
Lane Group Flow (vph) 0 590 0 0 622 0 24 24 0050
Sign Control Free Free Stop Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 32.7%ICU Level of Service A
Analysis Period (min) 15
5: Frontage Road & CR 114
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 445188157013915005
Future Vol, veh/h 4 451 88 1 570 1 39 15005
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length ------105-----
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 449096162014215005
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 621 0 0 586 0 0 858 1169 293 877 1217 311
Stage 1 ------546546-623623-
Stage 2 ------312623-254594-
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94
Critical Hdwy Stg 1 ------6.545.54-6.545.54-
Critical Hdwy Stg 2 ------6.545.54-6.545.54-
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32
Pot Cap-1 Maneuver 956 - - 985 - - 251 192 703 243 180 685
Stage 1 ------490516-440476-
Stage 2 ------673476-728491-
Platoon blocked, %- -- -
Mov Cap-1 Maneuver 956 - - 985 - - 247 190 703 239 179 685
Mov Cap-2 Maneuver ------247190-239179-
Stage 1 ------487513-437475-
Stage 2 ------666475-717488-
Approach EB WB NB SB
HCM Control Delay, s 0.1 0 20.1 10.3
HCM LOS C B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)247 292 956 - - 985 - - 685
HCM Lane V/C Ratio 0.114 0.071 0.005 - - 0.001 - - 0.008
HCM Control Delay (s) 21.4 18.3 8.8 0 - 8.7 0 - 10.3
HCM Lane LOS C C A A - A A - B
HCM 95th %tile Q(veh) 0.4 0.2 0 - - 0 - - 0
6: CR 114 /CR 114 & CMC West Access
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph)41 18 398 35 6 464
Future Volume (vph)41 18 398 35 6 464
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Storage Length (ft)0 0 115 0
Storage Lanes 1 0 1 0
Taper Length (ft)25 25
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.958 0.850
Flt Protected 0.967 0.999
Satd. Flow (prot)1726 0 1863 1583 0 1861
Flt Permitted 0.967 0.999
Satd. Flow (perm)1726 0 1863 1583 0 1861
Link Speed (mph)20 25 25
Link Distance (ft)765 701 502
Travel Time (s)26.1 19.1 13.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 65 0 433 38 0 511
Sign Control Stop Free Free
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 39.2%ICU Level of Service A
Analysis Period (min) 15
6: CR 114 /CR 114 & CMC West Access
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 41 18 398 35 6 464
Future Vol, veh/h 41 18 398 35 6 464
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 115 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 45 20 433 38 7 504
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 951 433 0 0 471 0
Stage 1 433 -----
Stage 2 518 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 15.42-----
Critical Hdwy Stg 25.42-----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 288 623 - - 1091 -
Stage 1 654 -----
Stage 2 598 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 285 623 - - 1091 -
Mov Cap-2 Maneuver 285 -----
Stage 1 648 -----
Stage 2 598 -----
Approach WB NB SB
HCM Control Delay, s 17.9 0 0.1
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 342 1091 -
HCM Lane V/C Ratio - - 0.188 0.006 -
HCM Control Delay (s) - - 17.9 8.3 0
HCM Lane LOS - - C A A
HCM 95th %tile Q(veh) - - 0.7 0 -
7: CMC East Access & CR 114/CR 114
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 309 17 0 342 22 0
Future Volume (vph) 309 17 0 342 22 0
Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.993
Flt Protected 0.950
Satd. Flow (prot)1850 0 0 1863 1770 0
Flt Permitted 0.950
Satd. Flow (perm)1850 0 0 1863 1770 0
Link Speed (mph)25 25 20
Link Distance (ft)1492 797 669
Travel Time (s)40.7 21.7 22.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Lane Group Flow (vph) 354 0 0 372 24 0
Sign Control Free Free Stop
Intersection Summary
Area Type:Other
Control Type: Unsignalized
Intersection Capacity Utilization 28.0% ICU Level of Service A
Analysis Period (min) 15
7: CMC East Access & CR 114/CR 114
2045 Total Sat.syn
Spring Valley Ranch Synchro 10 Report
Glenwood Springs, CO McDowell Engineering
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 309 17 0 342 22 0
Future Vol, veh/h 309 17 0 342 22 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 336 18 0 372 24 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 354 0 717 345
Stage 1 - - - - 345 -
Stage 2 - - - - 372 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1205 - 396 698
Stage 1 - - - - 717 -
Stage 2 - - - - 697 -
Platoon blocked, % - --
Mov Cap-1 Maneuver - - 1205 - 396 698
Mov Cap-2 Maneuver - - - - 396 -
Stage 1 - - - - 717 -
Stage 2 - - - - 697 -
Approach EB WB NB
HCM Control Delay, s 0 0 14.7
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h)396 - - 1205 -
HCM Lane V/C Ratio 0.06 ----
HCM Control Delay (s) 14.7 - - 0 -
HCM Lane LOS B - - A -
HCM 95th %tile Q(veh) 0.2 - - 0 -
SimTraffic Simulation Summary
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 1
Summary of All Intervals
Run Number 20 21 22 23 24 25 26
Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45
End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00
Total Time (min)75 75 75 75 75 75 75
Time Recorded (min)60 60 60 60 60 60 60
# of Intervals 2222222
# of Recorded Intervals 1111111
Vehs Entered 5872 5748 5804 5832 5679 5897 5811
Vehs Exited 5364 5511 5288 5485 5445 5586 5465
Starting Vehs 440 473 413 446 472 461 460
Ending Vehs 948 710 929 793 706 772 806
Denied Entry Before 0312004
Denied Entry After 137 188 252 184 278 101 145
Travel Distance (mi)14399 14426 14179 14382 14153 14579 14228
Travel Time (hr)704.7 650.8 718.8 625.4 698.1 624.3 656.0
Total Delay (hr)415.7 361.1 434.0 336.0 413.9 332.1 369.1
Total Stops 5027 4623 4803 4659 4706 6038 5438
Fuel Used (gal)523.1 513.4 519.0 506.1 519.5 511.8 508.6
Summary of All Intervals
Run Number 27 28 2922 Sim Traffic Runs\2045 Total AM_Simtraffic Avg
Start Time 6:45 6:45 6:45 6:45 6:45
End Time 8:00 8:00 8:00 8:00 8:00
Total Time (min)75 75 75 75 75
Time Recorded (min)60 60 60 60 60
# of Intervals 22222
# of Recorded Intervals 11111
Vehs Entered 5779 5685 5865 5793 5796
Vehs Exited 5340 5195 5305 5604 5416
Starting Vehs 452 472 453 446 452
Ending Vehs 891 962 1013 635 834
Denied Entry Before 04001
Denied Entry After 158 247 163 137 179
Travel Distance (mi)14267 13909 14415 14281 14292
Travel Time (hr)669.5 792.7 710.0 553.7 673.1
Total Delay (hr)383.4 513.7 421.7 267.0 386.2
Total Stops 5122 5403 5236 3428 4953
Fuel Used (gal)511.2 528.5 524.4 491.5 514.3
Interval #0 Information Seeding
Start Time 6:45
End Time 7:00
Total Time (min)15
Volumes adjusted by Growth Factors.
No data recorded this interval.
SimTraffic Simulation Summary
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 2
Interval #1 Information Recording
Start Time 7:00
End Time 8:00
Total Time (min)60
Volumes adjusted by Growth Factors.
Run Number 20 21 22 23 24 25 26
Vehs Entered 5872 5748 5804 5832 5679 5897 5811
Vehs Exited 5364 5511 5288 5485 5445 5586 5465
Starting Vehs 440 473 413 446 472 461 460
Ending Vehs 948 710 929 793 706 772 806
Denied Entry Before 0312004
Denied Entry After 137 188 252 184 278 101 145
Travel Distance (mi)14399 14426 14179 14382 14153 14579 14228
Travel Time (hr)704.7 650.8 718.8 625.4 698.1 624.3 656.0
Total Delay (hr)415.7 361.1 434.0 336.0 413.9 332.1 369.1
Total Stops 5027 4623 4803 4659 4706 6038 5438
Fuel Used (gal)523.1 513.4 519.0 506.1 519.5 511.8 508.6
Interval #1 Information Recording
Start Time 7:00
End Time 8:00
Total Time (min)60
Volumes adjusted by Growth Factors.
Run Number 27 28 2922 Sim Traffic Runs\2045 Total AM_Simtraffic Avg
Vehs Entered 5779 5685 5865 5793 5796
Vehs Exited 5340 5195 5305 5604 5416
Starting Vehs 452 472 453 446 452
Ending Vehs 891 962 1013 635 834
Denied Entry Before 04001
Denied Entry After 158 247 163 137 179
Travel Distance (mi)14267 13909 14415 14281 14292
Travel Time (hr)669.5 792.7 710.0 553.7 673.1
Total Delay (hr)383.4 513.7 421.7 267.0 386.2
Total Stops 5122 5403 5236 3428 4953
Fuel Used (gal)511.2 528.5 524.4 491.5 514.3
SimTraffic Performance Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 3
1: SH 82 & Commercial Access /CR 115 Performance by movement
Movement EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.6 1.2 0.0 0.0 0.0 0.0 0.6 2.5
Denied Del/Veh (s)0.1 105.0 85.5 0.0 0.0 0.0 1.8 0.9 2.3
Total Delay (hr)0.1 7.9 13.6 0.1 5.0 0.1 0.2 2.7 29.6
Total Del/Veh (s)74.5 1235.5 962.2 62.9 14.2 14.7 11.8 3.8 26.9
Stop Delay (hr)0.1 7.9 13.7 0.1 0.0 0.0 0.1 0.0 21.8
Stop Del/Veh (s)74.5 1236.5 963.7 52.3 0.0 0.0 8.1 0.0 19.8
Total Stops 3 17 50 4 0 0 38 0 112
Stop/Veh 1.00 0.74 0.98 0.80 0.00 0.00 0.64 0.00 0.03
Travel Dist (mi)0.5 2.5 6.4 10.7 2789.4 41.0 22.4 975.9 3848.8
Travel Time (hr)0.1 8.6 15.1 0.3 56.2 0.8 0.7 21.2 103.0
Avg Speed (mph)6 0 0 37 50 49 33 47 38
Fuel Used (gal)0.0 2.0 3.6 0.3 78.1 1.1 0.6 27.6 113.5
Fuel Eff. (mpg)17.0 1.2 1.8 36.0 35.7 36.9 35.6 35.3 33.9
HC Emissions (g)0171990553831393
CO Emissions (g)2 131 333 62 29072 247 236 12336 42419
NOx Emissions (g)0 3 13 13 5076 50 28 1738 6920
Vehicles Entered 3 19 47 5 1202 17 58 2522 3873
Vehicles Exited 3 11 31 4 1196 18 58 2522 3843
Hourly Exit Rate 3 11 31 4 1196 18 58 2522 3843
Input Volume 3 23 51 5 1310 20 61 2536 4009
% of Volume 100 48 61 80 91 90 95 99 96
Denied Entry Before 000000011
Denied Entry After 025000007
Density (ft/veh)486
Occupancy (veh) 0 8 14 0 56 1 1 21 101
SimTraffic Performance Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 4
2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Total Del/Veh (s)2.1 0.3 0.5 0.3 4.5 3.4 2.6
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.3 0.0 0.0 0.0 2.6 2.6 1.5
Total Stops 10008416101
Stop/Veh 0.11 0.00 0.00 0.00 0.99 1.00 0.56
Travel Dist (mi)3.4 6.0 4.2 16.3 17.2 3.3 50.4
Travel Time (hr)0.1 0.2 0.2 0.7 0.8 0.2 2.2
Avg Speed (mph)24 25 25 24 21 21 23
Fuel Used (gal)0.1 0.2 0.1 0.5 0.5 0.1 1.4
Fuel Eff. (mpg)33.7 34.9 34.2 35.3 34.9 34.7 34.8
HC Emissions (g)0003408
CO Emissions (g) 9 13 11 64 87 9 194
NOx Emissions (g)1 2 2 10 12 1 28
Vehicles Entered 9 16 11 43 84 16 179
Vehicles Exited 9 16 11 43 84 16 179
Hourly Exit Rate 9 16 11 43 84 16 179
Input Volume 9 17 10 43 84 17 180
% of Volume 100 94 110 100 100 94 99
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)2778
Occupancy (veh)0001102
SimTraffic Performance Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 5
3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Performance by movement
Movement EBL EBT WBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.2 0.2 0.1 0.2 0.2
Total Delay (hr)0.1 0.0 0.0 0.3 0.3
Total Del/Veh (s)2.3 1.0 0.2 4.0 3.2
Stop Delay (hr)0.0 0.0 0.0 0.2 0.2
Stop Del/Veh (s)0.0 0.0 0.0 2.7 1.7
Total Stops 2 0 0 231 233
Stop/Veh 0.02 0.00 0.00 0.99 0.62
Travel Dist (mi)43.5 6.1 3.9 42.6 96.2
Travel Time (hr)1.9 0.3 0.2 2.1 4.4
Avg Speed (mph)23 24 24 20 22
Fuel Used (gal)1.3 0.2 0.1 1.2 2.8
Fuel Eff. (mpg)33.4 34.0 34.2 34.3 33.8
HC Emissions (g)9 0 0 10 19
CO Emissions (g)210 16 9 244 479
NOx Emissions (g)31 2 1 32 66
Vehicles Entered 115 16 11 230 372
Vehicles Exited 116 16 11 231 374
Hourly Exit Rate 116 16 11 231 374
Input Volume 119 17 10 235 381
% of Volume 97 94 110 98 98
Denied Entry Before 00000
Denied Entry After 00000
Density (ft/veh)1349
Occupancy (veh)20024
SimTraffic Performance Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 6
4: SH 82 & CR 154 /CR 114 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.8 0.7 3.7 1.2 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)1.1 2.6 5.1 2.2 1.1 0.1 1.6 2.6 0.1 61.9 22.2 0.3
Total Del/Veh (s)138.7 150.2 78.9 71.4 84.9 1.5 80.2 11.8 2.1 660.9 40.6 19.9
Stop Delay (hr)1.1 2.5 4.8 2.2 1.0 0.0 1.5 1.6 0.0 61.2 9.7 0.1
Stop Del/Veh (s)132.5 142.8 74.5 69.4 82.1 0.1 77.7 7.3 1.7 653.6 17.8 6.4
Total Stops 32 74 244 75 34 1 67 239 24 470 1215 28
Stop/Veh 1.10 1.19 1.05 0.66 0.74 0.01 0.94 0.30 0.26 1.39 0.62 0.47
Travel Dist (mi)5.0 10.6 40.5 2.6 1.1 3.9 6.9 79.9 9.1 53.9 371.9 11.1
Travel Time (hr)1.3 3.0 6.8 2.4 1.1 0.3 1.8 4.1 0.3 63.2 29.0 0.6
Avg Speed (mph)44611134192711317
Fuel Used (gal)0.4 0.9 2.4 0.7 0.3 0.1 0.5 2.3 0.2 15.6 16.1 0.4
Fuel Eff. (mpg) 12.5 11.8 16.9 3.9 3.7 37.6 13.8 34.1 55.2 3.5 23.1 25.7
HC Emissions (g)2 3 16 3111252441495
CO Emissions (g)60 123 518 76 38 18 77 838 92 1584 5499 210
NOx Emissions (g)5 10 44 84249867552118
Vehicles Entered 28 60 229 111 44 194 69 805 92 313 1933 58
Vehicles Exited 27 59 223 110 44 194 69 804 92 253 1953 58
Hourly Exit Rate 27 59 223 110 44 194 69 804 92 253 1953 58
Input Volume 25 53 230 207 71 322 72 801 95 351 2147 64
% of Volume 108 111 97 53 62 60 96 100 97 72 91 91
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh)13721024063291
SimTraffic Performance Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 7
4: SH 82 & CR 154 /CR 114 Performance by movement
Movement All
Denied Delay (hr)0.3
Denied Del/Veh (s)0.3
Total Delay (hr)100.9
Total Del/Veh (s)90.5
Stop Delay (hr)85.8
Stop Del/Veh (s)77.0
Total Stops 2503
Stop/Veh 0.62
Travel Dist (mi)596.5
Travel Time (hr)114.1
Avg Speed (mph)5
Fuel Used (gal)39.8
Fuel Eff. (mpg)15.0
HC Emissions (g)253
CO Emissions (g) 9133
NOx Emissions (g)796
Vehicles Entered 3936
Vehicles Exited 3886
Hourly Exit Rate 3886
Input Volume 4438
% of Volume 88
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)80
Occupancy (veh)114
SimTraffic Performance Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 8
5: Frontage Road & CR 114 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.2
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 16.6 17.5 0.1 0.1 1.1
Total Delay (hr)0.0 0.1 0.0 0.7 14.9 0.0 14.0 0.7 0.4 2.6 33.6
Total Del/Veh (s)8.2 1.2 1.1 382.0 160.6 10.1 1070.9 447.1 771.5 860.1 148.7
Stop Delay (hr)0.0 0.0 0.0 0.7 14.8 0.0 14.0 0.7 0.4 2.6 33.4
Stop Del/Veh (s)7.4 0.4 0.2 385.6 159.1 8.8 1068.8 445.6 769.5 859.0 147.5
Total Stops 540026044621198
Stop/Veh 0.56 0.01 0.00 0.00 0.08 0.00 0.94 1.00 1.00 1.00 0.12
Travel Dist (mi)0.2 7.0 2.9 0.4 20.1 0.1 6.4 0.9 0.3 1.8 40.1
Travel Time (hr)0.0 0.5 0.2 0.8 15.5 0.0 14.5 0.8 0.4 2.7 35.5
Avg Speed (mph)6 15 12 0 1 11 01111
Fuel Used (gal)0.0 0.5 0.1 0.2 3.9 0.0 3.4 0.2 0.1 0.7 9.1
Fuel Eff. (mpg) 14.6 12.9 23.1 2.0 5.2 29.9 1.9 4.2 2.7 2.7 4.4
HC Emissions (g)06101401200034
CO Emissions (g) 2 247 27 10 465 1 324 12 7 39 1134
NOx Emissions (g)0 25 4 0 25 0 14 0 0 1 70
Vehicles Entered 9 281 113 6 321 2 44 6 2 11 795
Vehicles Exited 9 281 113 6 318 2 20 4 1 6 760
Hourly Exit Rate 9 281 113 6 318 2 20 4 1 6 760
Input Volume 13 344 142 10 537 2 49 6 2 10 1115
% of Volume 69 82 80 60 59 100 41 67 50 60 68
Denied Entry Before 00000000000
Denied Entry After 00000020002
Density (ft/veh)109
Occupancy (veh)00011601410335
SimTraffic Performance Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 9
6: CR 114 /CR 114 & CMC West Access Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.1 0.1 0.4 3.7 0.0 0.0 0.4
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.1 0.1
Total Del/Veh (s)6.3 2.8 0.3 0.2 2.1 0.8 0.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)5.5 3.2 0.0 0.0 0.8 0.0 0.2
Total Stops 173000020
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.03
Travel Dist (mi)2.3 0.5 26.8 7.2 0.1 36.5 73.3
Travel Time (hr)0.1 0.0 1.1 0.4 0.0 1.6 3.2
Avg Speed (mph)16 17 24 22 19 23 23
Fuel Used (gal)0.1 0.0 0.8 0.2 0.0 1.1 2.2
Fuel Eff. (mpg)30.4 29.5 32.7 34.9 36.6 33.6 33.2
HC Emissions (g)00520714
CO Emissions (g) 6 1 138 41 0 157 343
NOx Emissions (g)1 0 19 5 0 25 49
Vehicles Entered 16 3 211 57 1 393 681
Vehicles Exited 16 3 212 57 1 392 681
Hourly Exit Rate 16 3 212 57 1 392 681
Input Volume 18 3 211 53 1 402 688
% of Volume 89 100 100 108 100 98 99
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)811
Occupancy (veh)0010023
SimTraffic Performance Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 10
7: CMC East Access & CR 114/CR 114 Performance by movement
Movement EBT EBR WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.3 0.1 0.2
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1
Total Del/Veh (s)1.1 0.7 0.5 3.4 0.7
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 0.0 3.5 0.0
Total Stops 000011
Stop/Veh 0.00 0.00 0.00 1.00 0.00
Travel Dist (mi)54.8 1.5 57.3 0.1 0.1 113.7
Travel Time (hr)2.3 0.1 2.4 0.0 0.0 4.8
Avg Speed (mph)24 23 24 15 16 24
Fuel Used (gal)1.6 0.0 1.7 0.0 0.0 3.4
Fuel Eff. (mpg)34.0 37.3 33.0 30.6 32.1 33.5
HC Emissions (g)10 0 13 0 0 22
CO Emissions (g)214 3 308 0 0 525
NOx Emissions (g)34 0 43 0 0 78
Vehicles Entered 210 5 393 0 1 609
Vehicles Exited 209 5 393 0 1 608
Hourly Exit Rate 209 5 393 0 1 608
Input Volume 209 5 402 1 1 618
% of Volume 100 100 98 0 100 98
Denied Entry Before 000000
Denied Entry After 000000
Density (ft/veh)612
Occupancy (veh)202005
SimTraffic Performance Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 11
Total Zone Performance
Denied Delay (hr)3.2
Denied Del/Veh (s)2.6
Total Delay (hr)164.9
Total Del/Veh (s)1487.5
Stop Delay (hr)141.2
Stop Del/Veh (s)1274.4
Total Stops 3068
Stop/Veh 7.69
Travel Dist (mi)4819.0
Travel Time (hr)267.2
Avg Speed (mph)18
Fuel Used (gal)172.3
Fuel Eff. (mpg)28.0
HC Emissions (g)1743
CO Emissions (g)54227
NOx Emissions (g)8008
Vehicles Entered 4456
Vehicles Exited 90
Hourly Exit Rate 90
Input Volume 11429
% of Volume 1
Denied Entry Before 1
Denied Entry After 9
Density (ft/veh)301
Occupancy (veh)264
Queuing and Blocking Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 12
Intersection: 1: SH 82 & Commercial Access /CR 115
Movement EB WB WB NB NB SB
Directions Served LTR L TR L TR L
Maximum Queue (ft)32 49 758 24 2 68
Average Queue (ft)4 39 499 5 0 24
95th Queue (ft)19 53 957 19 2 52
Link Distance (ft)951 858 13321
Upstream Blk Time (%)19
Queuing Penalty (veh)0
Storage Bay Dist (ft)25 100 175
Storage Blk Time (%)96 6
Queuing Penalty (veh)49 1
Intersection: 2: SVR West Access South Leg /SVR West Access North Leg & CR 115
Movement EB SB
Directions Served LTR LTR
Maximum Queue (ft)21 70
Average Queue (ft)1 35
95th Queue (ft)10 57
Link Distance (ft)1996 1082
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SVR East Access South Leg/SVR East Access North Leg & CR 115
Movement EB SB
Directions Served LTR LTR
Maximum Queue (ft)30 82
Average Queue (ft)2 49
95th Queue (ft)15 74
Link Distance (ft)1993 976
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 13
Intersection: 4: SH 82 & CR 154 /CR 114
Movement EB EB WB WB WB NB NB NB NB SB SB SB
Directions Served LT R L T R L T T R L L T
Maximum Queue (ft) 666 66 71 69 19 140 218 210 50 912 962 1063
Average Queue (ft) 311 60 58 38 1 69 123 105 15 736 779 808
95th Queue (ft)724 82 71 76 13 129 208 193 40 1068 1123 1254
Link Distance (ft)942 50 50 50 467 467 963
Upstream Blk Time (%) 0 89 34 0 19 30
Queuing Penalty (veh) 0 178 68 0 0 384
Storage Bay Dist (ft)40 380 205 800 800
Storage Blk Time (%) 59 14 0 45 49 12
Queuing Penalty (veh) 135 11 0 475 514 41
Intersection: 4: SH 82 & CR 154 /CR 114
Movement SB SB B15 B15 B10 B10
Directions Served T R TTTT
Maximum Queue (ft) 1037 345 1011 1006 2676 2729
Average Queue (ft) 695 42 387 387 511 519
95th Queue (ft)1169 204 1179 1182 2301 2325
Link Distance (ft)963 992 992 13321 13321
Upstream Blk Time (%) 6 21 23
Queuing Penalty (veh) 72 265 294
Storage Bay Dist (ft)150
Storage Blk Time (%) 25
Queuing Penalty (veh) 16
Intersection: 5: Frontage Road & CR 114
Movement EB EB WB WB B20 B20 B33 NB NB SB
Directions Served LT TR LT TR T T T L LTR LTR
Maximum Queue (ft)55 20 373 233 195 96 1332 184 625 170
Average Queue (ft)9 1 349 26 174 6 1140 142 275 72
95th Queue (ft)39 8 366 130 225 61 1767 233 819 200
Link Distance (ft)50 50 278 278 122 122 1291 993 901
Upstream Blk Time (%) 1 0 98 1 88 0 74 3
Queuing Penalty (veh)3000000 0
Storage Bay Dist (ft)105
Storage Blk Time (%)79 0
Queuing Penalty (veh)24 0
Queuing and Blocking Report
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 14
Intersection: 6: CR 114 /CR 114 & CMC West Access
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)31 8
Average Queue (ft)12 0
95th Queue (ft)31 5
Link Distance (ft)723 452
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: CMC East Access & CR 114/CR 114
Movement NB
Directions Served LR
Maximum Queue (ft)25
Average Queue (ft)1
95th Queue (ft)11
Link Distance (ft)634
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 2530
Actuated Signals, Observed Splits
2045 Total AM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 15
Intersection: 4: SH 82 & CR 154 /CR 114
Phase 124568
Movement(s) Served NBL SBT EBWB SBL NBT EBWB
Maximum Green (s) 11.5 112.0 23.5 11.5 112.0 23.0
Minimum Green (s) 4.0 20.0 12.0 4.0 20.0 12.0
Recall None C-Max None None C-Max None
Avg. Green (s)10.5 113.9 23.4 11.6 112.0 22.9
g/C Ratio NANANANANANA
Cycles Skipped (%)000000
Cycles @ Minimum (%)000000
Cycles Maxed Out (%) 55 100 95 100 100 95
Cycles with Peds (%) 000000
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
SimTraffic Simulation Summary
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 1
Summary of All Intervals
Run Number 20 21 22 23 24 25 26
Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45
End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00
Total Time (min)75 75 75 75 75 75 75
Time Recorded (min)60 60 60 60 60 60 60
# of Intervals 2222222
# of Recorded Intervals 1111111
Vehs Entered 6155 6211 5953 5928 6094 6169 5861
Vehs Exited 5880 5979 5808 5794 5858 5905 5668
Starting Vehs 469 482 508 513 475 522 496
Ending Vehs 744 714 653 647 711 786 689
Denied Entry Before 1012112
Denied Entry After 541 456 550 702 491 515 691
Travel Distance (mi)14794 15164 14361 14443 14642 14986 14052
Travel Time (hr)872.5 801.6 769.5 887.3 830.2 877.6 826.0
Total Delay (hr)570.2 493.6 475.8 593.3 532.0 573.6 538.4
Total Stops 6960 7041 6375 6593 6974 7392 5908
Fuel Used (gal)576.6 570.3 543.8 573.5 564.1 585.9 544.3
Summary of All Intervals
Run Number 27 28 2922 Sim Traffic Runs\2045 Total PM_Simtraffic Avg
Start Time 6:45 6:45 6:45 6:45 6:45
End Time 8:00 8:00 8:00 8:00 8:00
Total Time (min)75 75 75 75 75
Time Recorded (min)60 60 60 60 60
# of Intervals 22222
# of Recorded Intervals 11111
Vehs Entered 6117 5930 6034 6129 6054
Vehs Exited 5903 5742 5833 5893 5844
Starting Vehs 535 529 475 438 494
Ending Vehs 749 717 676 674 702
Denied Entry Before 3 17 0 3 3
Denied Entry After 606 686 497 438 560
Travel Distance (mi)14852 14359 14766 14748 14651
Travel Time (hr)878.9 957.5 816.3 788.6 846.0
Total Delay (hr)576.7 664.5 515.0 487.5 547.3
Total Stops 7074 6632 7049 6762 6796
Fuel Used (gal)580.4 585.0 561.4 557.0 567.5
Interval #0 Information Seeding
Start Time 6:45
End Time 7:00
Total Time (min)15
Volumes adjusted by Growth Factors.
No data recorded this interval.
SimTraffic Simulation Summary
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 2
Interval #1 Information Recording
Start Time 7:00
End Time 8:00
Total Time (min)60
Volumes adjusted by Growth Factors.
Run Number 20 21 22 23 24 25 26
Vehs Entered 6155 6211 5953 5928 6094 6169 5861
Vehs Exited 5880 5979 5808 5794 5858 5905 5668
Starting Vehs 469 482 508 513 475 522 496
Ending Vehs 744 714 653 647 711 786 689
Denied Entry Before 1012112
Denied Entry After 541 456 550 702 491 515 691
Travel Distance (mi)14794 15164 14361 14443 14642 14986 14052
Travel Time (hr)872.5 801.6 769.5 887.3 830.2 877.6 826.0
Total Delay (hr)570.2 493.6 475.8 593.3 532.0 573.6 538.4
Total Stops 6960 7041 6375 6593 6974 7392 5908
Fuel Used (gal)576.6 570.3 543.8 573.5 564.1 585.9 544.3
Interval #1 Information Recording
Start Time 7:00
End Time 8:00
Total Time (min)60
Volumes adjusted by Growth Factors.
Run Number 27 28 2922 Sim Traffic Runs\2045 Total PM_Simtraffic Avg
Vehs Entered 6117 5930 6034 6129 6054
Vehs Exited 5903 5742 5833 5893 5844
Starting Vehs 535 529 475 438 494
Ending Vehs 749 717 676 674 702
Denied Entry Before 3 17 0 3 3
Denied Entry After 606 686 497 438 560
Travel Distance (mi)14852 14359 14766 14748 14651
Travel Time (hr)878.9 957.5 816.3 788.6 846.0
Total Delay (hr)576.7 664.5 515.0 487.5 547.3
Total Stops 7074 6632 7049 6762 6796
Fuel Used (gal)580.4 585.0 561.4 557.0 567.5
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 3
1: SH 82 & Commercial Access /CR 115 Performance by movement
Movement EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Denied Del/Veh (s)0.1 4.5 1.6 0.0 0.0 0.0 2.1 0.2 0.1
Total Delay (hr)0.0 2.1 7.0 0.0 16.2 0.1 0.8 0.5 26.7
Total Del/Veh (s)7.5 923.4 349.0 25.9 23.3 23.8 80.3 1.4 24.7
Stop Delay (hr)0.0 2.0 7.0 0.0 0.0 0.0 0.8 0.0 9.9
Stop Del/Veh (s)7.3 921.8 349.2 5.5 0.0 0.0 78.0 0.0 9.1
Total Stops 4 8 71 2 0 0 35 0 120
Stop/Veh 1.00 1.00 0.99 0.67 0.00 0.00 0.92 0.00 0.03
Travel Dist (mi)0.8 1.2 11.0 7.0 5975.2 32.5 14.0 481.9 6523.5
Travel Time (hr)0.0 2.1 7.4 0.2 125.7 0.7 1.2 9.4 146.7
Avg Speed (mph)16 1 1 46 48 46 12 52 45
Fuel Used (gal)0.0 0.5 2.0 0.2 173.1 0.9 0.6 14.3 191.6
Fuel Eff. (mpg)30.2 2.4 5.5 34.4 34.5 35.6 24.9 33.7 34.0
HC Emissions (g)00912265 4 4 208 2493
CO Emissions (g) 2 49 363 66 72926 233 180 7171 80989
NOx Emissions (g)0 2 20 9 10840 38 19 951 11879
Vehicles Entered 4 8 70 3 2363 13 36 1245 3742
Vehicles Exited 4 7 65 3 2375 13 37 1245 3749
Hourly Exit Rate 4 7 65 3 2375 13 37 1245 3749
Input Volume 4 8 68 3 2837 15 37 1252 4224
% of Volume 100 88 96 100 84 87 100 99 89
Denied Entry Before 000000000
Denied Entry After 000000000
Density (ft/veh)333
Occupancy (veh)0270126119147
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 4
2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Total Del/Veh (s)2.1 0.2 1.0 0.7 4.5 3.2 2.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)0.4 0.0 0.0 0.0 2.8 2.6 1.0
Total Stops 2000621579
Stop/Veh 0.11 0.00 0.00 0.00 1.00 1.00 0.37
Travel Dist (mi)7.1 4.9 5.6 34.4 12.7 3.1 67.8
Travel Time (hr)0.3 0.2 0.2 1.5 0.6 0.1 2.9
Avg Speed (mph)24 25 24 24 21 21 23
Fuel Used (gal)0.2 0.1 0.2 1.0 0.4 0.1 1.9
Fuel Eff. (mpg)34.1 34.5 34.4 35.2 34.8 34.3 34.8
HC Emissions (g)10082011
CO Emissions (g) 18 11 15 166 53 9 271
NOx Emissions (g)3 2 2 25 7 1 40
Vehicles Entered 19 13 15 90 62 15 214
Vehicles Exited 19 13 15 90 62 15 214
Hourly Exit Rate 19 13 15 90 62 15 214
Input Volume 18 15 16 92 64 13 218
% of Volume 106 87 94 98 97 115 98
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)2096
Occupancy (veh)0001103
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 5
3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Performance by movement
Movement EBL EBT WBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.2 0.2 0.1 0.2 0.2
Total Delay (hr)0.2 0.0 0.0 0.2 0.4
Total Del/Veh (s)3.0 2.3 0.3 3.7 3.1
Stop Delay (hr)0.0 0.0 0.0 0.1 0.1
Stop Del/Veh (s)0.0 0.0 0.0 2.7 1.0
Total Stops 4 0 0 176 180
Stop/Veh 0.02 0.00 0.00 0.99 0.39
Travel Dist (mi)95.4 5.7 5.6 32.5 139.2
Travel Time (hr)4.1 0.2 0.2 1.6 6.2
Avg Speed (mph)23 24 24 20 23
Fuel Used (gal)2.8 0.2 0.2 1.0 4.1
Fuel Eff. (mpg)33.5 34.0 34.0 34.2 33.7
HC Emissions (g)23 0 0 8 32
CO Emissions (g)521 15 13 196 745
NOx Emissions (g)78 2 2 26 108
Vehicles Entered 253 15 15 176 459
Vehicles Exited 253 15 15 176 459
Hourly Exit Rate 253 15 15 176 459
Input Volume 258 15 16 179 468
% of Volume 98 100 94 98 98
Denied Entry Before 00000
Denied Entry After 00000
Density (ft/veh)956
Occupancy (veh)40026
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 6
4: SH 82 & CR 154 /CR 114 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 5.9 11.9 0.6
Denied Del/Veh (s)0.4 0.5 3.8 1.6 0.4 0.1 0.0 0.0 0.0 64.2 45.2 68.2
Total Delay (hr)1.3 1.7 0.9 2.3 0.9 0.2 12.3 25.0 0.8 60.8 3.8 0.0
Total Del/Veh (s)91.6 100.8 42.2 74.5 77.5 1.7 315.2 45.9 15.8 649.8 15.0 3.8
Stop Delay (hr)1.2 1.6 0.8 2.2 0.9 0.0 12.0 13.8 0.4 60.3 2.1 0.0
Stop Del/Veh (s)86.7 95.0 38.5 72.6 74.8 0.1 307.3 25.3 8.1 644.5 8.1 1.8
Total Stops 51 66 80 76 33 8 180 1348 87 450 301 9
Stop/Veh 1.00 1.08 1.01 0.69 0.77 0.02 1.29 0.69 0.48 1.34 0.33 0.30
Travel Dist (mi)8.9 10.5 13.9 2.5 1.0 7.4 12.8 192.9 18.1 52.7 173.1 5.7
Travel Time (hr)1.6 2.1 1.5 2.5 1.0 0.6 12.7 28.5 1.5 68.1 18.9 0.8
Avg Speed (mph)6 5 10 1 1 12 1 7 12 1 25 32
Fuel Used (gal)0.6 0.7 0.7 0.7 0.3 0.2 3.3 11.8 0.9 16.4 8.4 0.3
Fuel Eff. (mpg) 15.6 14.6 20.9 3.8 4.0 34.9 3.9 16.3 19.6 3.2 20.5 20.8
HC Emissions (g)3 4 10 2128721057793
CO Emissions (g)104 133 245 67 33 38 335 2066 399 1675 3394 93
NOx Emissions (g)8 11 25 7 3 5 21 252 35 79 272 8
Vehicles Entered 50 59 78 108 42 368 135 1935 181 314 911 30
Vehicles Exited 50 59 78 108 41 369 122 1942 182 251 910 30
Hourly Exit Rate 50 59 78 108 41 369 122 1942 182 251 910 30
Input Volume 50 61 78 174 59 498 153 2284 207 362 955 34
% of Volume 100 97 100 62 69 74 80 85 88 69 95 88
Denied Entry Before 000000000000
Denied Entry After 00000000016351
Density (ft/veh)
Occupancy (veh)221211132916270
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 7
4: SH 82 & CR 154 /CR 114 Performance by movement
Movement All
Denied Delay (hr)18.5
Denied Del/Veh (s) 15.6
Total Delay (hr) 110.0
Total Del/Veh (s)92.5
Stop Delay (hr)95.4
Stop Del/Veh (s)80.2
Total Stops 2689
Stop/Veh 0.63
Travel Dist (mi)499.4
Travel Time (hr)139.6
Avg Speed (mph)4
Fuel Used (gal)44.3
Fuel Eff. (mpg)11.3
HC Emissions (g)250
CO Emissions (g) 8582
NOx Emissions (g)727
Vehicles Entered 4211
Vehicles Exited 4142
Hourly Exit Rate 4142
Input Volume 4915
% of Volume 84
Denied Entry Before 0
Denied Entry After 52
Density (ft/veh)75
Occupancy (veh)121
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 8
5: Frontage Road & CR 114 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 9.0 0.2 0.9 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 308.4 373.4 263.3 0.1 0.1
Total Delay (hr)0.0 0.1 0.0 0.4 14.2 0.0 23.4 0.1 1.6 0.1 0.4 5.7
Total Del/Veh (s)10.7 1.1 0.9 349.5 109.1 2.6 1079.9 495.9 588.9 770.8 973.5
Stop Delay (hr)0.0 0.0 0.0 0.4 13.8 0.0 23.4 0.1 1.6 0.1 0.4 5.7
Stop Del/Veh (s)9.8 0.4 0.2 352.7 106.5 1.5 1079.0 491.8 588.7 769.7 973.3
Total Stops 7501560772100121
Stop/Veh 0.58 0.01 0.00 0.25 0.12 0.00 0.99 2.00 1.00 0.50 1.00
Travel Dist (mi)0.3 8.9 2.4 0.2 28.6 0.1 11.1 0.2 1.5 0.1 0.2 3.2
Travel Time (hr)0.1 0.7 0.2 0.4 15.0 0.0 32.8 0.4 2.6 0.1 0.4 5.8
Avg Speed (mph)5 13 12 1 2 18 021111
Fuel Used (gal)0.0 0.7 0.1 0.1 3.7 0.0 7.7 0.1 0.6 0.0 0.1 1.4
Fuel Eff. (mpg) 12.3 12.5 20.8 2.2 7.7 48.0 1.4 2.9 2.4 2.3 2.2 2.3
HC Emissions (g)08101302900000
CO Emissions (g) 3 292 32 5 420 1 744 5 35 2 6 85
NOx Emissions (g)1 33 5 0 22 0 30 01002
Vehicles Entered 12 381 99 4 459 2 73 190120
Vehicles Exited 12 381 99 3 451 2 44 170111
Hourly Exit Rate 12381993451244170111
Input Volume 16 490 124 5 593 2 102 2 12 1 2 22
% of Volume 75 78 80 60 76 100 43 50 58 0 50 50
Denied Entry Before 000000000000
Denied Entry After 0000003213000
Density (ft/veh)
Occupancy (veh)01001502402006
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 9
5: Frontage Road & CR 114 Performance by movement
Movement All
Denied Delay (hr)10.1
Denied Del/Veh (s) 33.1
Total Delay (hr) 46.1
Total Del/Veh (s)154.2
Stop Delay (hr)45.6
Stop Del/Veh (s)152.7
Total Stops 180
Stop/Veh 0.17
Travel Dist (mi)56.9
Travel Time (hr)58.4
Avg Speed (mph)1
Fuel Used (gal)14.6
Fuel Eff. (mpg)3.9
HC Emissions (g)52
CO Emissions (g)1630
NOx Emissions (g)94
Vehicles Entered 1061
Vehicles Exited 1012
Hourly Exit Rate 1012
Input Volume 1371
% of Volume 74
Denied Entry Before 0
Denied Entry After 36
Density (ft/veh)79
Occupancy (veh)48
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 10
6: CR 114 /CR 114 & CMC West Access Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.1 0.1 0.5 3.3 0.2 0.0 0.4
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.2
Total Del/Veh (s)7.8 3.1 0.6 0.3 4.0 0.7 0.9
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)6.9 3.4 0.0 0.0 1.9 0.0 0.3
Total Stops 342001037
Stop/Veh 1.00 1.00 0.00 0.00 0.33 0.00 0.04
Travel Dist (mi)4.6 0.2 56.9 5.4 0.3 29.5 97.0
Travel Time (hr)0.3 0.0 2.4 0.3 0.0 1.3 4.3
Avg Speed (mph)15 17 24 22 18 23 23
Fuel Used (gal)0.2 0.0 1.8 0.2 0.0 0.9 3.0
Fuel Eff. (mpg)29.2 29.9 32.4 33.8 32.3 33.7 32.7
HC Emissions (g)1 0 14 2 0 5 23
CO Emissions (g)33 1 347 47 1 115 543
NOx Emissions (g)5 0 47 6 0 18 77
Vehicles Entered 33 2 449 43 3 326 856
Vehicles Exited 34 2 450 43 3 325 857
Hourly Exit Rate 34 2 450 43 3 325 857
Input Volume 36 2 446 43 4 319 850
% of Volume 94 100 101 100 75 102 101
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)609
Occupancy (veh)0020014
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 11
7: CMC East Access & CR 114/CR 114 Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.2 0.2 0.1 0.1 0.1
Total Delay (hr)0.3 0.0 0.0 0.0 0.0 0.0 0.4
Total Del/Veh (s)2.6 2.2 4.3 0.5 6.4 2.8 1.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 2.6 0.0 5.4 2.8 0.2
Total Stops 003116525
Stop/Veh 0.00 0.00 0.50 0.00 1.00 1.00 0.03
Travel Dist (mi)119.5 6.0 0.8 40.8 1.9 0.6 169.6
Travel Time (hr)5.1 0.3 0.0 1.7 0.1 0.0 7.3
Avg Speed (mph)23 23 20 24 15 17 23
Fuel Used (gal)3.5 0.2 0.0 1.2 0.1 0.0 5.0
Fuel Eff. (mpg)33.9 35.1 33.9 33.0 29.2 30.4 33.6
HC Emissions (g)25 0080033
CO Emissions (g)552 12 3 208 5 1 781
NOx Emissions (g)89 2 0 29 1 0 121
Vehicles Entered 430 21 6 280 15 5 757
Vehicles Exited 430 21 6 280 16 5 758
Hourly Exit Rate 430 21 6 280 16 5 758
Input Volume 426 22 5 275 16 4 748
% of Volume 101 95 120 102 100 125 101
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)397
Occupancy (veh)5002007
SimTraffic Performance Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 12
Total Zone Performance
Denied Delay (hr)28.9
Denied Del/Veh (s)31.0
Total Delay (hr)184.0
Total Del/Veh (s)1766.0
Stop Delay (hr)151.2
Stop Del/Veh (s)1451.4
Total Stops 3310
Stop/Veh 8.83
Travel Dist (mi)7553.3
Travel Time (hr)365.5
Avg Speed (mph)22
Fuel Used (gal)264.6
Fuel Eff. (mpg)28.5
HC Emissions (g)2894
CO Emissions (g)93541
NOx Emissions (g)13045
Vehicles Entered 3262
Vehicles Exited 17
Hourly Exit Rate 17
Input Volume 12794
% of Volume 0
Denied Entry Before 0
Denied Entry After 88
Density (ft/veh)236
Occupancy (veh)337
Queuing and Blocking Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 13
Intersection: 1: SH 82 & Commercial Access /CR 115
Movement EB WB WB NB NB B15 B15 B15 SB SB
Directions Served LTR L TR L TR T T L T
Maximum Queue (ft)33 49 470 19 6 1005 1008 721 112 18
Average Queue (ft)4 27 225 1 0 243 238 33 39 1
95th Queue (ft)22 57 558 11 5 935 926 324 91 15
Link Distance (ft)951 858 13321 963 963 963 2040
Upstream Blk Time (%)2 0 1 0
Queuing Penalty (veh)0 4 7 1
Storage Bay Dist (ft)25 100 175
Storage Blk Time (%)68 68
Queuing Penalty (veh)46 5
Intersection: 2: SVR West Access South Leg /SVR West Access North Leg & CR 115
Movement EB SB
Directions Served LTR LTR
Maximum Queue (ft)28 60
Average Queue (ft)2 32
95th Queue (ft)14 52
Link Distance (ft)1996 1082
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SVR East Access South Leg/SVR East Access North Leg & CR 115
Movement EB SB
Directions Served LTR LTR
Maximum Queue (ft)45 79
Average Queue (ft)4 44
95th Queue (ft)25 68
Link Distance (ft)1993 976
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 14
Intersection: 4: SH 82 & CR 154 /CR 114
Movement EB EB WB WB WB NB NB NB NB B14 B14 SB
Directions Served LT R L T R L T T R T T L
Maximum Queue (ft) 342 68 71 68 74 466 574 563 390 1402 1401 912
Average Queue (ft) 169 46 59 35 7 378 540 501 182 1332 1335 719
95th Queue (ft)316 89 72 74 41 579 562 651 476 1616 1583 1056
Link Distance (ft)942 50 50 50 467 467 1349 1349
Upstream Blk Time (%)90 26 0 9 42 26 45 46
Queuing Penalty (veh)214 63 1000 00
Storage Bay Dist (ft)40 380 205 800
Storage Blk Time (%) 63 2 36 25 34 39
Queuing Penalty (veh) 49 3 407 38 71 188
Intersection: 4: SH 82 & CR 154 /CR 114
Movement SB SB SB SB B15 B15 B10 B10
Directions Served L T T R TTTT
Maximum Queue (ft) 962 1046 954 43 675 600 83 78
Average Queue (ft) 745 596 298 8 163 113 17 16
95th Queue (ft)1108 1278 783 30 663 555 160 157
Link Distance (ft)963 963 992 992 13321 13321
Upstream Blk Time (%) 19 26 0 4 2
Queuing Penalty (veh) 0 163 0 26 10
Storage Bay Dist (ft) 800 150
Storage Blk Time (%) 45 1 6
Queuing Penalty (veh) 215 5 2
Intersection: 5: Frontage Road & CR 114
Movement EB EB WB WB B20 B20 B33 NB NB SB
Directions Served LT TR LT TR T T T L LTR LTR
Maximum Queue (ft)58 24 373 240 196 88 1336 190 871 333
Average Queue (ft)10 1 330 26 136 8 784 161 530 147
95th Queue (ft)42 12 416 144 252 70 1723 232 1225 339
Link Distance (ft)50 50 278 278 122 122 1291 993 901
Upstream Blk Time (%) 2 0 84 2 66 1 40 34
Queuing Penalty (veh)7000000 0
Storage Bay Dist (ft)105
Storage Blk Time (%)89 3
Queuing Penalty (veh)58 1
Queuing and Blocking Report
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 15
Intersection: 6: CR 114 /CR 114 & CMC West Access
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)52 24
Average Queue (ft)18 1
95th Queue (ft)39 12
Link Distance (ft)723 452
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: CMC East Access & CR 114/CR 114
Movement WB NB
Directions Served LT LR
Maximum Queue (ft)46 41
Average Queue (ft)4 14
95th Queue (ft)24 38
Link Distance (ft)768 634
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1584
Actuated Signals, Observed Splits
2045 Total PM_Simtraffic.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 16
Intersection: 4: SH 82 & CR 154 /CR 114
Phase 124568
Movement(s) Served NBL SBT EBWB SBL NBT EBWB
Maximum Green (s) 11.5 112.0 23.5 11.5 112.0 23.0
Minimum Green (s) 4.0 20.0 12.0 4.0 20.0 12.0
Recall None C-Max None None C-Max None
Avg. Green (s)11.6 112.0 23.4 11.6 112.0 22.9
g/C Ratio NANANANANANA
Cycles Skipped (%)000000
Cycles @ Minimum (%)000000
Cycles Maxed Out (%) 95 100 95 100 100 95
Cycles with Peds (%) 000000
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
SimTraffic Simulation Summary
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 1
Summary of All Intervals
Run Number 20 21 22 23 24 25 26
Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45
End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00
Total Time (min)75 75 75 75 75 75 75
Time Recorded (min)60 60 60 60 60 60 60
# of Intervals 2222222
# of Recorded Intervals 1111111
Vehs Entered 5900 5944 5858 5960 6017 5869 5744
Vehs Exited 5688 5730 5737 5713 5808 5732 5627
Starting Vehs 449 387 437 402 431 449 457
Ending Vehs 661 601 558 649 640 586 574
Denied Entry Before 1440001
Denied Entry After 144 95 134 107 61 179 239
Travel Distance (mi)14700 14846 14771 14876 14978 14938 14440
Travel Time (hr)605.9 525.1 570.5 599.2 540.2 631.2 663.2
Total Delay (hr)310.4 226.5 274.1 301.5 239.1 331.8 373.4
Total Stops 4635 4097 4579 6114 4407 5767 4165
Fuel Used (gal)513.3 498.5 506.3 514.6 508.6 524.3 519.0
Summary of All Intervals
Run Number 27 28 2922 Sim Traffic Runs\2045 Total AM_Simtraffic_180s Avg
Start Time 6:45 6:45 6:45 6:45 6:45
End Time 8:00 8:00 8:00 8:00 8:00
Total Time (min)75 75 75 75 75
Time Recorded (min)60 60 60 60 60
# of Intervals 22222
# of Recorded Intervals 11111
Vehs Entered 5968 5777 5849 5938 5891
Vehs Exited 5792 5643 5716 5747 5722
Starting Vehs 423 427 413 395 421
Ending Vehs 599 561 546 586 595
Denied Entry Before 00111
Denied Entry After 12 243 127 122 133
Travel Distance (mi)15040 14486 14590 14878 14776
Travel Time (hr)550.8 638.7 598.5 570.9 590.4
Total Delay (hr)249.5 347.4 305.0 271.8 293.7
Total Stops 5612 4949 4358 5132 4889
Fuel Used (gal)506.0 515.3 508.6 507.9 511.1
Interval #0 Information Seeding
Start Time 6:45
End Time 7:00
Total Time (min)15
Volumes adjusted by Growth Factors.
No data recorded this interval.
SimTraffic Simulation Summary
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 2
Interval #1 Information Recording
Start Time 7:00
End Time 8:00
Total Time (min)60
Volumes adjusted by Growth Factors.
Run Number 20 21 22 23 24 25 26
Vehs Entered 5900 5944 5858 5960 6017 5869 5744
Vehs Exited 5688 5730 5737 5713 5808 5732 5627
Starting Vehs 449 387 437 402 431 449 457
Ending Vehs 661 601 558 649 640 586 574
Denied Entry Before 1440001
Denied Entry After 144 95 134 107 61 179 239
Travel Distance (mi)14700 14846 14771 14876 14978 14938 14440
Travel Time (hr)605.9 525.1 570.5 599.2 540.2 631.2 663.2
Total Delay (hr)310.4 226.5 274.1 301.5 239.1 331.8 373.4
Total Stops 4635 4097 4579 6114 4407 5767 4165
Fuel Used (gal)513.3 498.5 506.3 514.6 508.6 524.3 519.0
Interval #1 Information Recording
Start Time 7:00
End Time 8:00
Total Time (min)60
Volumes adjusted by Growth Factors.
Run Number 27 28 2922 Sim Traffic Runs\2045 Total AM_Simtraffic_180s Avg
Vehs Entered 5968 5777 5849 5938 5891
Vehs Exited 5792 5643 5716 5747 5722
Starting Vehs 423 427 413 395 421
Ending Vehs 599 561 546 586 595
Denied Entry Before 00111
Denied Entry After 12 243 127 122 133
Travel Distance (mi)15040 14486 14590 14878 14776
Travel Time (hr)550.8 638.7 598.5 570.9 590.4
Total Delay (hr)249.5 347.4 305.0 271.8 293.7
Total Stops 5612 4949 4358 5132 4889
Fuel Used (gal)506.0 515.3 508.6 507.9 511.1
SimTraffic Performance Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 3
1: SH 82 & Commercial Access /CR 115 Performance by movement
Movement EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.7 2.4 0.0 0.0 0.0 0.0 0.6 3.8
Denied Del/Veh (s)0.1 122.1 166.1 0.1 0.0 0.1 1.7 0.9 3.5
Total Delay (hr)0.1 9.2 13.9 0.1 5.1 0.1 0.2 2.8 31.5
Total Del/Veh (s)61.6 1439.3 1066.0 80.3 14.5 13.2 12.6 3.9 28.2
Stop Delay (hr)0.1 9.2 13.9 0.1 0.0 0.0 0.1 0.0 23.4
Stop Del/Veh (s)61.6 1439.4 1066.9 68.2 0.0 0.0 8.5 0.0 21.0
Total Stops 3 17 45 5 0 0 37 0 107
Stop/Veh 1.00 0.74 0.96 1.00 0.00 0.00 0.63 0.00 0.03
Travel Dist (mi)0.5 2.4 5.4 11.1 2866.2 44.1 22.5 991.1 3943.2
Travel Time (hr)0.1 10.0 16.5 0.3 57.8 0.9 0.7 21.6 107.9
Avg Speed (mph)6 0 0 35 50 48 32 47 38
Fuel Used (gal)0.0 2.4 3.9 0.3 81.1 1.2 0.6 28.2 117.8
Fuel Eff. (mpg)18.2 1.0 1.4 34.2 35.3 37.3 34.7 35.1 33.5
HC Emissions (g)0 1 10 1 1097 5 5 376 1496
CO Emissions (g)2 146 357 68 32159 260 243 12295 45531
NOx Emissions (g)0 3 13 14 5390 52 26 1743 7242
Vehicles Entered 3 19 43 5 1218 19 58 2561 3926
Vehicles Exited 3 9 25 5 1227 19 58 2564 3910
Hourly Exit Rate 3 9 25 5 1227 19 58 2564 3910
Input Volume 3 23 51 5 1310 20 61 2536 4009
% of Volume 100 39 49 100 94 95 95 101 98
Denied Entry Before 000000011
Denied Entry After 0390000113
Density (ft/veh)469
Occupancy (veh) 0 9 14 0 58 1 1 21 104
SimTraffic Performance Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 4
2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.2 0.1 0.2 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Total Del/Veh (s)2.4 0.2 0.2 0.3 4.6 2.9 2.5
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.6 0.0 0.0 0.0 2.7 2.3 1.4
Total Stops 10008118100
Stop/Veh 0.12 0.00 0.00 0.00 0.99 0.95 0.54
Travel Dist (mi)3.1 7.5 3.6 18.3 16.7 3.8 52.9
Travel Time (hr)0.1 0.3 0.1 0.8 0.8 0.2 2.3
Avg Speed (mph)24 25 24 24 21 21 23
Fuel Used (gal)0.1 0.2 0.1 0.5 0.5 0.1 1.5
Fuel Eff. (mpg)34.8 34.0 33.8 35.4 34.6 34.3 34.7
HC Emissions (g)0103509
CO Emissions (g) 8 16 9 73 103 11 220
NOx Emissions (g)1 3 1 11 14 1 32
Vehicles Entered 8 20 9 48 81 18 184
Vehicles Exited 8 20 9 48 81 18 184
Hourly Exit Rate 8 20 9 48 81 18 184
Input Volume 9 17 10 43 84 17 180
% of Volume 89 118 90 112 96 106 102
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)2657
Occupancy (veh)0001102
SimTraffic Performance Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 5
3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Performance by movement
Movement EBL EBT WBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.2 0.1 0.1 0.2 0.2
Total Delay (hr)0.1 0.0 0.0 0.3 0.4
Total Del/Veh (s)2.2 1.3 0.1 4.1 3.3
Stop Delay (hr)0.0 0.0 0.0 0.2 0.2
Stop Del/Veh (s)0.0 0.0 0.0 2.7 1.7
Total Stops 1 0 0 238 239
Stop/Veh 0.01 0.00 0.00 0.99 0.62
Travel Dist (mi)45.1 6.6 3.2 44.0 98.9
Travel Time (hr)1.9 0.3 0.1 2.2 4.5
Avg Speed (mph)24 24 25 20 22
Fuel Used (gal)1.3 0.2 0.1 1.3 2.9
Fuel Eff. (mpg)33.7 33.8 36.0 34.1 34.0
HC Emissions (g)10 0 0 10 20
CO Emissions (g)226 17 7 245 495
NOx Emissions (g)33 2 1 32 69
Vehicles Entered 119 17 9 238 383
Vehicles Exited 119 18 9 237 383
Hourly Exit Rate 119 18 9 237 383
Input Volume 119 17 10 235 381
% of Volume 100 106 90 101 101
Denied Entry Before 00000
Denied Entry After 00000
Density (ft/veh)1312
Occupancy (veh)20024
SimTraffic Performance Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 6
4: SH 82 & CR 154 /CR 114 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.7 0.7 3.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (hr)0.6 1.4 2.1 2.2 1.2 0.1 1.9 3.5 0.1 31.6 40.5 0.8
Total Del/Veh (s)92.6 94.4 33.1 60.3 89.2 1.4 92.5 15.5 3.4 320.6 66.7 43.8
Stop Delay (hr)0.6 1.3 1.9 2.2 1.2 0.0 1.8 2.4 0.1 30.2 20.8 0.4
Stop Del/Veh (s)87.3 88.0 29.4 58.4 86.4 0.1 89.6 10.4 2.9 306.1 34.3 21.6
Total Stops 23 58 223 76 37 1 70 284 32 524 1893 53
Stop/Veh 0.96 1.07 0.97 0.57 0.76 0.00 0.97 0.35 0.32 1.48 0.87 0.80
Travel Dist (mi)4.1 9.3 40.4 3.1 1.2 4.5 7.1 80.2 10.0 64.6 407.5 12.5
Travel Time (hr)0.8 1.7 3.9 2.4 1.3 0.4 2.1 5.0 0.4 33.3 48.0 1.2
Avg Speed (mph)5 5 11 1 1 13 3 16 24 2 8 11
Fuel Used (gal)0.3 0.6 1.7 0.7 0.3 0.1 0.6 2.5 0.2 9.4 19.5 0.6
Fuel Eff. (mpg) 15.8 15.9 23.6 4.5 3.6 36.8 12.4 31.6 50.9 6.9 20.9 22.2
HC Emissions (g)2 4 14 3112262501173
CO Emissions (g)49 111 434 84 42 22 89 850 106 1964 3165 160
NOx Emissions (g)5 10 41 10 4 3 4 96 7 111 391 13
Vehicles Entered 23 52 226 132 48 222 72 807 101 347 2138 65
Vehicles Exited 23 53 228 132 48 222 71 808 100 314 2123 65
Hourly Exit Rate 23 53 228 132 48 222 71 808 100 314 2123 65
Input Volume 25 53 230 207 71 322 72 801 95 351 2147 64
% of Volume 92 100 99 64 68 69 99 101 105 89 99 102
Denied Entry Before 000000000000
Denied Entry After 000000000000
Density (ft/veh)
Occupancy (veh)12421025033481
SimTraffic Performance Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 7
4: SH 82 & CR 154 /CR 114 Performance by movement
Movement All
Denied Delay (hr)0.3
Denied Del/Veh (s)0.2
Total Delay (hr)86.1
Total Del/Veh (s)71.9
Stop Delay (hr)62.8
Stop Del/Veh (s)52.4
Total Stops 3274
Stop/Veh 0.76
Travel Dist (mi)644.5
Travel Time (hr)100.4
Avg Speed (mph)6
Fuel Used (gal)36.4
Fuel Eff. (mpg)17.7
HC Emissions (g)224
CO Emissions (g) 7075
NOx Emissions (g)695
Vehicles Entered 4233
Vehicles Exited 4187
Hourly Exit Rate 4187
Input Volume 4438
% of Volume 94
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh)91
Occupancy (veh)100
SimTraffic Performance Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 8
5: Frontage Road & CR 114 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBR SBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 1.5 0.3 0.1 0.1 0.1
Total Delay (hr)0.0 0.1 0.0 0.6 14.6 0.0 10.5 0.5 0.3 1.8 28.4
Total Del/Veh (s)9.8 1.3 1.3 368.9 139.1 20.3 698.9 236.7 529.8 630.7 109.9
Stop Delay (hr)0.0 0.0 0.0 0.6 14.4 0.0 10.5 0.5 0.3 1.8 28.0
Stop Del/Veh (s)9.0 0.4 0.2 370.3 137.0 18.3 697.2 235.5 527.8 630.2 108.4
Total Stops 6601380547210124
Stop/Veh 0.55 0.02 0.00 0.17 0.10 0.00 1.00 1.00 1.00 1.00 0.13
Travel Dist (mi)0.3 7.9 3.5 0.4 22.9 0.1 8.1 1.0 0.3 1.7 46.2
Travel Time (hr)0.0 0.6 0.3 0.6 15.3 0.0 10.8 0.5 0.3 1.8 30.3
Avg Speed (mph)6 14 12 12612112
Fuel Used (gal)0.0 0.6 0.2 0.2 3.8 0.0 2.6 0.1 0.1 0.5 8.0
Fuel Eff. (mpg) 14.8 13.7 23.0 2.5 6.0 21.2 3.1 7.6 4.3 3.7 5.8
HC Emissions (g)0720180700033
CO Emissions (g) 2 252 38 9 502 0 228 9 5 27 1074
NOx Emissions (g)0 27 5 0 27 0 11 1 0 1 73
Vehicles Entered 11 323 133 6 366 2 51 6 2 10 910
Vehicles Exited 11 322 134 6 362 2 30 5 2 7 881
Hourly Exit Rate 11 322 134 6 362 2 30 5 2 7 881
Input Volume 13 344 142 10 537 2 49 6 2 10 1115
% of Volume 85 94 94 60 67 100 61 83 100 70 79
Denied Entry Before 00000000000
Denied Entry After 00000000000
Density (ft/veh)126
Occupancy (veh)01011501110230
SimTraffic Performance Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 9
6: CR 114 /CR 114 & CMC West Access Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s)0.1 0.1 0.4 3.6 0.0 0.0 0.4
Total Delay (hr)0.0 0.0 0.0 0.0 0.0 0.1 0.1
Total Del/Veh (s)6.4 2.5 0.3 0.1 1.3 0.8 0.8
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)5.5 2.9 0.0 0.0 0.4 0.0 0.1
Total Stops 163000019
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.03
Travel Dist (mi)2.3 0.4 26.0 6.8 0.1 36.7 72.3
Travel Time (hr)0.1 0.0 1.1 0.4 0.0 1.6 3.2
Avg Speed (mph)16 17 24 22 20 23 23
Fuel Used (gal)0.1 0.0 0.8 0.2 0.0 1.1 2.2
Fuel Eff. (mpg)29.7 30.7 32.9 34.9 33.9 33.7 33.3
HC Emissions (g)00420815
CO Emissions (g) 6 1 120 48 0 184 359
NOx Emissions (g)1 0 16 6 0 29 52
Vehicles Entered 16 3 206 54 1 394 674
Vehicles Exited 16 3 205 54 1 394 673
Hourly Exit Rate 16 3 205 54 1 394 673
Input Volume 18 3 211 53 1 402 688
% of Volume 89 100 97 102 100 98 98
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)822
Occupancy (veh)0010023
SimTraffic Performance Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 10
7: CMC East Access & CR 114/CR 114 Performance by movement
Movement EBT EBR WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.4 0.1 0.2
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1
Total Del/Veh (s)1.0 0.8 0.5 3.2 0.7
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 0.0 3.3 0.0
Total Stops 000011
Stop/Veh 0.00 0.00 0.00 1.00 0.00
Travel Dist (mi)52.5 1.5 57.6 0.0 0.1 111.8
Travel Time (hr)2.2 0.1 2.4 0.0 0.0 4.7
Avg Speed (mph)24 23 24 15 16 24
Fuel Used (gal)1.5 0.0 1.7 0.0 0.0 3.3
Fuel Eff. (mpg)34.3 35.7 33.1 30.8 32.0 33.7
HC Emissions (g)8 0 15 0 0 23
CO Emissions (g)183 3 339 0 0 526
NOx Emissions (g)30 0 48 0 0 78
Vehicles Entered 203 5 395 0 1 604
Vehicles Exited 201 5 395 0 1 602
Hourly Exit Rate 201 5 395 0 1 602
Input Volume 209 5 402 1 1 618
% of Volume 96 100 98 0 100 97
Denied Entry Before 000000
Denied Entry After 000000
Density (ft/veh)622
Occupancy (veh)202005
SimTraffic Performance Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 11
Total Zone Performance
Denied Delay (hr)4.3
Denied Del/Veh (s)3.4
Total Delay (hr)146.8
Total Del/Veh (s)1334.2
Stop Delay (hr)114.5
Stop Del/Veh (s)1041.1
Total Stops 3864
Stop/Veh 9.76
Travel Dist (mi)4969.9
Travel Time (hr)253.3
Avg Speed (mph)20
Fuel Used (gal)172.1
Fuel Eff. (mpg)28.9
HC Emissions (g)1820
CO Emissions (g)55281
NOx Emissions (g)8241
Vehicles Entered 4489
Vehicles Exited 98
Hourly Exit Rate 98
Input Volume 11429
% of Volume 1
Denied Entry Before 1
Denied Entry After 13
Density (ft/veh)319
Occupancy (veh)249
Queuing and Blocking Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 12
Intersection: 1: SH 82 & Commercial Access /CR 115
Movement EB WB WB NB NB SB
Directions Served LTR L TR L TR L
Maximum Queue (ft)32 49 807 34 2 70
Average Queue (ft)3 38 533 5 0 24
95th Queue (ft)18 53 1014 24 3 54
Link Distance (ft)951 858 13321
Upstream Blk Time (%)25
Queuing Penalty (veh)0
Storage Bay Dist (ft)25 100 175
Storage Blk Time (%)95 6
Queuing Penalty (veh)49 1
Intersection: 2: SVR West Access South Leg /SVR West Access North Leg & CR 115
Movement EB SB
Directions Served LTR LTR
Maximum Queue (ft)30 70
Average Queue (ft)1 36
95th Queue (ft)12 57
Link Distance (ft)1996 1082
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SVR East Access South Leg/SVR East Access North Leg & CR 115
Movement EB SB
Directions Served LTR LTR
Maximum Queue (ft)22 84
Average Queue (ft)1 50
95th Queue (ft)11 75
Link Distance (ft)1993 976
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 13
Intersection: 4: SH 82 & CR 154 /CR 114
Movement EB EB WB WB WB NB NB NB NB SB SB SB
Directions Served LT R L T R L T T R L L T
Maximum Queue (ft) 494 70 69 69 19 165 258 242 71 714 937 1048
Average Queue (ft) 192 59 58 42 1 74 168 144 19 435 611 805
95th Queue (ft)428 84 70 77 12 139 240 217 52 779 1077 1199
Link Distance (ft)942 50 50 50 467 467 963
Upstream Blk Time (%)87 39 0 0 9
Queuing Penalty (veh)174 78 0 0 112
Storage Bay Dist (ft)40 380 205 800 800
Storage Blk Time (%) 49 12 1 3 4 15
Queuing Penalty (veh) 114 9 1 28 47 53
Intersection: 4: SH 82 & CR 154 /CR 114
Movement SB SB B15 B15 B10 B10
Directions Served T R TTTT
Maximum Queue (ft) 1045 375 464 469 15 18
Average Queue (ft) 816 98 121 130 0 1
95th Queue (ft)1205 352 492 506 15 18
Link Distance (ft)963 992 992 13321 13321
Upstream Blk Time (%) 13 0 0
Queuing Penalty (veh) 171 2 2
Storage Bay Dist (ft)150
Storage Blk Time (%) 35
Queuing Penalty (veh) 22
Intersection: 5: Frontage Road & CR 114
Movement EB EB WB WB B20 B20 B33 NB NB SB
Directions Served LT TR LT TR T T T L LTR LTR
Maximum Queue (ft)58 23 379 232 202 122 1334 186 581 131
Average Queue (ft)11 1 342 34 165 8 1024 134 186 52
95th Queue (ft)46 10 393 155 244 72 1809 219 600 155
Link Distance (ft)50 50 278 278 122 122 1291 993 901
Upstream Blk Time (%) 2 0 93 1 82 59 0
Queuing Penalty (veh)50000 0 0
Storage Bay Dist (ft)105
Storage Blk Time (%)71 0
Queuing Penalty (veh)21 0
Queuing and Blocking Report
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 14
Intersection: 6: CR 114 /CR 114 & CMC West Access
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)33 5
Average Queue (ft)11 0
95th Queue (ft)31 6
Link Distance (ft)723 452
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: CMC East Access & CR 114/CR 114
Movement NB
Directions Served LR
Maximum Queue (ft)20
Average Queue (ft)1
95th Queue (ft)11
Link Distance (ft)634
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 889
Actuated Signals, Observed Splits
2045 Total AM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 15
Intersection: 4: SH 82 & CR 154 /CR 114
Phase 124568
Movement(s) Served NBL SBT EBWB SBL NBT EBWB
Maximum Green (s) 11.5 117.0 28.5 16.5 112.0 28.0
Minimum Green (s) 4.0 20.0 12.0 4.0 20.0 12.0
Recall None C-Max None None C-Max None
Avg. Green (s)11.0 118.5 28.1 16.9 112.0 27.6
g/C Ratio NANANANANANA
Cycles Skipped (%)000000
Cycles @ Minimum (%)000000
Cycles Maxed Out (%) 58 100 95 100 100 95
Cycles with Peds (%) 000000
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0
SimTraffic Simulation Summary
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 1
Summary of All Intervals
Run Number 20 21 22 23 24 25 26
Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45
End Time 8:00 8:00 8:00 8:00 8:00 8:00 8:00
Total Time (min)75 75 75 75 75 75 75
Time Recorded (min)60 60 60 60 60 60 60
# of Intervals 2222222
# of Recorded Intervals 1111111
Vehs Entered 6058 6098 6115 6257 6003 6094 5901
Vehs Exited 5874 5897 5984 6074 5931 5983 5851
Starting Vehs 501 519 542 499 560 534 500
Ending Vehs 685 720 673 682 632 645 550
Denied Entry Before 28 2 33 1 1 76 1
Denied Entry After 666 681 603 490 633 665 484
Travel Distance (mi)14786 14748 14593 15057 14550 14641 14338
Travel Time (hr)933.2 956.2 926.4 798.2 864.6 931.9 737.6
Total Delay (hr)630.7 654.3 627.2 490.1 566.3 631.7 445.1
Total Stops 6750 6779 6637 6778 6243 6617 6108
Fuel Used (gal)590.8 596.0 582.5 567.0 567.5 586.6 533.9
Summary of All Intervals
Run Number 27 28 2922 Sim Traffic Runs\2045 Total PM_Simtraffic_180s Avg
Start Time 6:45 6:45 6:45 6:45 6:45
End Time 8:00 8:00 8:00 8:00 8:00
Total Time (min)75 75 75 75 75
Time Recorded (min)60 60 60 60 60
# of Intervals 22222
# of Recorded Intervals 11111
Vehs Entered 6073 6184 6046 5831 6058
Vehs Exited 5899 6039 5910 5728 5925
Starting Vehs 519 531 505 489 513
Ending Vehs 693 676 641 592 650
Denied Entry Before 320113
Denied Entry After 545 576 542 573 586
Travel Distance (mi)14618 14746 14737 14161 14634
Travel Time (hr)832.2 904.6 821.7 774.9 862.0
Total Delay (hr)532.7 602.2 519.5 484.8 562.2
Total Stops 6649 6799 6592 5703 6512
Fuel Used (gal)562.3 583.1 562.6 536.5 569.9
Interval #0 Information Seeding
Start Time 6:45
End Time 7:00
Total Time (min)15
Volumes adjusted by Growth Factors.
No data recorded this interval.
SimTraffic Simulation Summary
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 2
Interval #1 Information Recording
Start Time 7:00
End Time 8:00
Total Time (min)60
Volumes adjusted by Growth Factors.
Run Number 20 21 22 23 24 25 26
Vehs Entered 6058 6098 6115 6257 6003 6094 5901
Vehs Exited 5874 5897 5984 6074 5931 5983 5851
Starting Vehs 501 519 542 499 560 534 500
Ending Vehs 685 720 673 682 632 645 550
Denied Entry Before 28 2 33 1 1 76 1
Denied Entry After 666 681 603 490 633 665 484
Travel Distance (mi)14786 14748 14593 15057 14550 14641 14338
Travel Time (hr)933.2 956.2 926.4 798.2 864.6 931.9 737.6
Total Delay (hr)630.7 654.3 627.2 490.1 566.3 631.7 445.1
Total Stops 6750 6779 6637 6778 6243 6617 6108
Fuel Used (gal)590.8 596.0 582.5 567.0 567.5 586.6 533.9
Interval #1 Information Recording
Start Time 7:00
End Time 8:00
Total Time (min)60
Volumes adjusted by Growth Factors.
Run Number 27 28 2922 Sim Traffic Runs\2045 Total PM_Simtraffic_180s Avg
Vehs Entered 6073 6184 6046 5831 6058
Vehs Exited 5899 6039 5910 5728 5925
Starting Vehs 519 531 505 489 513
Ending Vehs 693 676 641 592 650
Denied Entry Before 320113
Denied Entry After 545 576 542 573 586
Travel Distance (mi)14618 14746 14737 14161 14634
Travel Time (hr)832.2 904.6 821.7 774.9 862.0
Total Delay (hr)532.7 602.2 519.5 484.8 562.2
Total Stops 6649 6799 6592 5703 6512
Fuel Used (gal)562.3 583.1 562.6 536.5 569.9
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 3
1: SH 82 & Commercial Access /CR 115 Performance by movement
Movement EBR WBL WBR NBL NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1
Denied Del/Veh (s)0.1 3.9 0.2 0.0 0.0 0.0 1.9 0.2 0.1
Total Delay (hr)0.0 1.3 3.4 0.0 15.6 0.1 0.9 0.5 21.7
Total Del/Veh (s)6.0 658.2 167.9 23.9 22.9 25.0 82.5 1.4 20.3
Stop Delay (hr)0.0 1.3 3.3 0.0 0.0 0.0 0.8 0.0 5.5
Stop Del/Veh (s)6.1 655.3 166.8 4.9 0.0 0.1 80.1 0.0 5.1
Total Stops 3 7 72 2 0 1 35 1 121
Stop/Veh 0.75 1.00 1.00 0.67 0.00 0.08 0.92 0.00 0.03
Travel Dist (mi)0.6 1.1 11.1 6.8 5883.3 29.0 14.4 487.2 6433.5
Travel Time (hr)0.0 1.3 3.7 0.1 123.7 0.6 1.2 9.5 140.2
Avg Speed (mph)15 1 3 46 48 46 12 52 46
Fuel Used (gal)0.0 0.3 1.2 0.2 170.1 0.8 0.6 14.4 187.6
Fuel Eff. (mpg)29.8 3.1 9.6 33.4 34.6 35.6 24.8 33.8 34.3
HC Emissions (g)00612371 4 3 224 2609
CO Emissions (g) 1 35 279 59 73472 179 167 7500 81692
NOx Emissions (g)0 1 17 9 11037 34 17 991 12105
Vehicles Entered 3 7 70 3 2328 11 37 1258 3717
Vehicles Exited 3 5 66 3 2338 12 37 1259 3723
Hourly Exit Rate 3 5 66 3 2338 12 37 1259 3723
Input Volume 4 8 68 3 2837 15 37 1252 4224
% of Volume 75 62 97 100 82 80 100 101 88
Denied Entry Before 000000000
Denied Entry After 000000000
Density (ft/veh)349
Occupancy (veh)0140124119140
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 4
2: SVR West Access South Leg /SVR West Access North Leg & CR 115 Performance by movement
Movement EBL EBT WBT WBR SBL SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.1 0.1 0.1 0.1 0.1 0.1 0.1
Total Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Total Del/Veh (s)2.3 0.5 1.2 0.7 4.6 3.3 2.1
Stop Delay (hr)0.0 0.0 0.0 0.0 0.1 0.0 0.1
Stop Del/Veh (s)0.6 0.0 0.0 0.0 2.8 2.6 1.0
Total Stops 3000651280
Stop/Veh 0.17 0.00 0.00 0.00 0.98 1.00 0.36
Travel Dist (mi)6.8 5.8 6.3 34.8 13.3 2.4 69.5
Travel Time (hr)0.3 0.2 0.3 1.5 0.6 0.1 3.0
Avg Speed (mph)24 24 24 24 21 21 23
Fuel Used (gal)0.2 0.2 0.2 1.0 0.4 0.1 2.0
Fuel Eff. (mpg)34.0 33.9 33.4 35.2 34.7 34.5 34.7
HC Emissions (g)00072010
CO Emissions (g) 17 14 17 147 47 8 249
NOx Emissions (g)3 2 2 22 6 1 36
Vehicles Entered 18 15 16 91 65 12 217
Vehicles Exited 18 15 17 92 65 12 219
Hourly Exit Rate 18 15 17 92 65 12 219
Input Volume 18 15 16 92 64 13 218
% of Volume 100 100 106 100 102 92 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)2044
Occupancy (veh)0001103
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 5
3: SVR East Access South Leg/SVR East Access North Leg & CR 115 Performance by movement
Movement EBL EBT WBT SBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.3 0.2 0.1 0.2 0.2
Total Delay (hr)0.2 0.0 0.0 0.2 0.4
Total Del/Veh (s)3.2 2.2 0.2 3.6 3.2
Stop Delay (hr)0.0 0.0 0.0 0.1 0.1
Stop Del/Veh (s)0.0 0.0 0.0 2.6 1.0
Total Stops 5 0 0 177 182
Stop/Veh 0.02 0.00 0.00 0.99 0.38
Travel Dist (mi)100.8 6.8 5.9 32.6 146.2
Travel Time (hr)4.4 0.3 0.2 1.6 6.5
Avg Speed (mph)23 24 25 21 23
Fuel Used (gal)3.0 0.2 0.2 1.0 4.3
Fuel Eff. (mpg)33.5 34.4 34.3 34.3 33.7
HC Emissions (g)24 0 0 8 32
CO Emissions (g)543 18 13 185 760
NOx Emissions (g)81 2 2 24 110
Vehicles Entered 268 18 16 176 478
Vehicles Exited 267 18 16 177 478
Hourly Exit Rate 267 18 16 177 478
Input Volume 258 15 16 179 468
% of Volume 103 120 100 99 102
Denied Entry Before 00000
Denied Entry After 00000
Density (ft/veh)909
Occupancy (veh)40026
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 6
4: SH 82 & CR 154 /CR 114 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 1.9 4.5 0.2
Denied Del/Veh (s)0.4 0.4 3.9 2.2 0.7 0.1 0.0 0.0 0.0 19.0 17.1 17.8
Total Delay (hr)1.2 1.6 1.0 2.2 1.0 0.2 13.4 27.9 0.9 41.3 4.2 0.0
Total Del/Veh (s)85.3 91.1 40.8 61.3 76.1 1.7 373.0 52.9 18.2 401.4 16.0 4.0
Stop Delay (hr)1.1 1.5 0.9 2.1 1.0 0.0 13.1 17.0 0.5 40.2 2.4 0.0
Stop Del/Veh (s)80.9 85.6 37.3 59.4 73.3 0.1 364.6 32.1 10.0 391.5 9.1 2.0
Total Stops 47 67 85 81 36 7 174 1331 83 514 316 10
Stop/Veh 0.96 1.03 0.99 0.62 0.75 0.02 1.35 0.70 0.48 1.39 0.33 0.29
Travel Dist (mi)8.6 11.3 15.2 3.0 1.1 8.3 12.1 184.6 17.0 63.3 176.3 6.3
Travel Time (hr)1.5 2.0 1.6 2.4 1.1 0.7 13.8 31.3 1.5 44.8 12.0 0.4
Avg Speed (mph)6 6 10 1 1 12 1 6 11 1 24 31
Fuel Used (gal)0.5 0.7 0.7 0.7 0.3 0.2 3.5 12.2 0.9 11.2 6.6 0.2
Fuel Eff. (mpg) 16.3 15.7 21.1 4.3 4.1 36.2 3.5 15.2 18.9 5.6 26.8 35.6
HC Emissions (g)3382128701044733
CO Emissions (g) 98 129 230 72 39 41 325 1888 389 1342 2837 88
NOx Emissions (g)8 11 22 8 3 5 19 239 36 73 263 9
Vehicles Entered 48 63 85 128 47 416 125 1852 171 358 937 33
Vehicles Exited 48 63 84 127 47 415 118 1856 171 313 940 33
Hourly Exit Rate 48 63 84 127 47 415 118 1856 171 313 940 33
Input Volume 50 61 78 174 59 498 153 2284 207 362 955 34
% of Volume 96 103 108 73 80 83 77 81 83 86 98 97
Denied Entry Before 000000000000
Denied Entry After 0000000006150
Density (ft/veh)
Occupancy (veh)122211143124370
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 7
4: SH 82 & CR 154 /CR 114 Performance by movement
Movement All
Denied Delay (hr)6.8
Denied Del/Veh (s)5.7
Total Delay (hr)94.9
Total Del/Veh (s)78.5
Stop Delay (hr)79.8
Stop Del/Veh (s)66.0
Total Stops 2751
Stop/Veh 0.63
Travel Dist (mi)507.1
Travel Time (hr)113.1
Avg Speed (mph)5
Fuel Used (gal)37.7
Fuel Eff. (mpg)13.4
HC Emissions (g)228
CO Emissions (g) 7479
NOx Emissions (g)696
Vehicles Entered 4263
Vehicles Exited 4215
Hourly Exit Rate 4215
Input Volume 4915
% of Volume 86
Denied Entry Before 0
Denied Entry After 21
Density (ft/veh)86
Occupancy (veh)106
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 8
5: Frontage Road & CR 114 Performance by movement
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 10.5 0.1 1.4 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.0 0.0 0.0 0.0 360.2 523.7 382.1 0.1 0.1
Total Delay (hr)0.0 0.1 0.0 0.4 13.8 0.0 25.7 0.3 2.0 0.1 0.5 7.2
Total Del/Veh (s)11.8 1.3 1.0 321.4 89.4 13.6 1302.3 1187.9 1020.4 912.1 1175.6
Stop Delay (hr)0.0 0.0 0.0 0.4 13.4 0.0 25.6 0.3 2.0 0.1 0.5 7.2
Stop Del/Veh (s)11.1 0.4 0.2 324.4 86.4 12.5 1300.3 1185.0 1018.6 910.4 1175.0
Total Stops 960193068170220
Stop/Veh 0.60 0.01 0.00 0.25 0.17 0.00 0.96 1.00 1.00 1.00 0.91
Travel Dist (mi)0.3 10.1 2.7 0.2 34.2 0.2 8.9 0.2 0.9 0.1 0.3 3.1
Travel Time (hr)0.1 0.8 0.2 0.4 14.8 0.0 36.6 0.5 3.4 0.1 0.5 7.3
Avg Speed (mph)5 13 12 1 2 11 010110
Fuel Used (gal)0.0 0.8 0.1 0.1 3.8 0.0 8.5 0.1 0.8 0.0 0.1 1.7
Fuel Eff. (mpg) 12.5 13.2 21.4 2.6 9.1 34.4 1.1 1.6 1.1 3.1 2.3 1.8
HC Emissions (g)09101103000000
CO Emissions (g) 4 316 31 5 394 1 790 6 42 1 7 98
NOx Emissions (g)1 35 5 0 23 0 29 01002
Vehicles Entered 15 424 108 4 550 2 66 170220
Vehicles Exited 14 423 108 3 536 2 30 130111
Hourly Exit Rate 144231083536230130111
Input Volume 16 490 124 5 593 2 102 2 12 1 2 22
% of Volume 88 86 87 60 90 100 29 50 25 0 50 50
Denied Entry Before 000000000000
Denied Entry After 0000003906000
Density (ft/veh)
Occupancy (veh)01001502602017
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 9
5: Frontage Road & CR 114 Performance by movement
Movement All
Denied Delay (hr)12.0
Denied Del/Veh (s) 34.8
Total Delay (hr) 50.2
Total Del/Veh (s)148.9
Stop Delay (hr)49.5
Stop Del/Veh (s)147.0
Total Stops 207
Stop/Veh 0.17
Travel Dist (mi)61.1
Travel Time (hr)64.6
Avg Speed (mph)1
Fuel Used (gal)16.1
Fuel Eff. (mpg)3.8
HC Emissions (g)52
CO Emissions (g)1694
NOx Emissions (g)96
Vehicles Entered 1199
Vehicles Exited 1132
Hourly Exit Rate 1132
Input Volume 1371
% of Volume 83
Denied Entry Before 0
Denied Entry After 45
Density (ft/veh)73
Occupancy (veh)53
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 10
6: CR 114 /CR 114 & CMC West Access Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr)0.0 0.0 0.1 0.0 0.0 0.0 0.1
Denied Del/Veh (s)0.1 0.1 0.5 3.3 0.0 0.1 0.5
Total Delay (hr)0.1 0.0 0.1 0.0 0.0 0.1 0.2
Total Del/Veh (s)8.8 4.9 0.6 0.2 3.3 0.7 1.0
Stop Delay (hr)0.1 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s)7.8 4.9 0.0 0.0 0.8 0.0 0.4
Total Stops 363000039
Stop/Veh 1.00 1.00 0.00 0.00 0.00 0.00 0.05
Travel Dist (mi)5.0 0.4 57.2 5.7 0.2 28.5 97.0
Travel Time (hr)0.3 0.0 2.4 0.3 0.0 1.2 4.3
Avg Speed (mph)14 16 24 22 20 24 23
Fuel Used (gal)0.2 0.0 1.8 0.2 0.0 0.8 3.0
Fuel Eff. (mpg)28.5 31.5 32.5 34.2 35.8 33.8 32.7
HC Emissions (g)1 0 13 1 0 5 21
CO Emissions (g)33 1 327 35 1 122 519
NOx Emissions (g)4 0 44 4 0 20 73
Vehicles Entered 36 3 451 45 2 314 851
Vehicles Exited 36 3 451 45 2 314 851
Hourly Exit Rate 36 3 451 45 2 314 851
Input Volume 36 2 446 43 4 319 850
% of Volume 100 150 101 105 50 98 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)606
Occupancy (veh)0020014
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 11
7: CMC East Access & CR 114/CR 114 Performance by movement
Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s)0.0 0.0 0.3 0.2 0.1 0.1 0.1
Total Delay (hr)0.3 0.0 0.0 0.0 0.0 0.0 0.4
Total Del/Veh (s)2.5 2.2 3.3 0.5 7.1 4.7 1.9
Stop Delay (hr)0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s)0.0 0.0 1.6 0.0 6.2 4.8 0.2
Total Stops 001114420
Stop/Veh 0.00 0.00 0.25 0.00 0.93 1.00 0.03
Travel Dist (mi)120.0 6.7 0.6 39.3 1.8 0.5 168.8
Travel Time (hr)5.1 0.3 0.0 1.6 0.1 0.0 7.3
Avg Speed (mph)23 22 21 24 15 15 23
Fuel Used (gal)3.5 0.2 0.0 1.2 0.1 0.0 5.0
Fuel Eff. (mpg)34.0 35.8 32.8 33.2 29.5 30.6 33.8
HC Emissions (g)21 0090030
CO Emissions (g)496 13 2 213 5 1 731
NOx Emissions (g)79 2 0 30 0 0 112
Vehicles Entered 431 24 4 269 15 4 747
Vehicles Exited 432 24 4 269 15 4 748
Hourly Exit Rate 432 24 4 269 15 4 748
Input Volume 426 22 5 275 16 4 748
% of Volume 101 109 80 98 94 100 100
Denied Entry Before 0000000
Denied Entry After 0000000
Density (ft/veh)399
Occupancy (veh)5002007
SimTraffic Performance Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 12
Total Zone Performance
Denied Delay (hr)19.1
Denied Del/Veh (s)20.3
Total Delay (hr)168.0
Total Del/Veh (s)1531.1
Stop Delay (hr)135.2
Stop Del/Veh (s)1231.9
Total Stops 3400
Stop/Veh 8.61
Travel Dist (mi)7483.2
Travel Time (hr)339.1
Avg Speed (mph)23
Fuel Used (gal)255.7
Fuel Eff. (mpg)29.3
HC Emissions (g)2982
CO Emissions (g)93123
NOx Emissions (g)13227
Vehicles Entered 3319
Vehicles Exited 18
Hourly Exit Rate 18
Input Volume 12794
% of Volume 0
Denied Entry Before 0
Denied Entry After 66
Density (ft/veh)248
Occupancy (veh)320
Queuing and Blocking Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 13
Intersection: 1: SH 82 & Commercial Access /CR 115
Movement EB WB WB NB NB B15 B15 B15 SB SB
Directions Served LTR L TR L TR T T L T
Maximum Queue (ft)31 49 299 27 18 999 1005 446 103 36
Average Queue (ft)3 22 124 2 1 207 273 26 38 2
95th Queue (ft)18 52 315 12 9 856 997 286 97 39
Link Distance (ft)951 858 13321 963 963 963 2040
Upstream Blk Time (%)0 1 0
Queuing Penalty (veh)3 10 1
Storage Bay Dist (ft)25 100 175
Storage Blk Time (%)61 62 1 0
Queuing Penalty (veh)41 5 4 0
Intersection: 2: SVR West Access South Leg /SVR West Access North Leg & CR 115
Movement EB SB
Directions Served LTR LTR
Maximum Queue (ft)33 61
Average Queue (ft)3 32
95th Queue (ft)17 54
Link Distance (ft)1996 1082
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: SVR East Access South Leg/SVR East Access North Leg & CR 115
Movement EB SB
Directions Served LTR LTR
Maximum Queue (ft)50 78
Average Queue (ft)4 43
95th Queue (ft)26 67
Link Distance (ft)1993 976
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 14
Intersection: 4: SH 82 & CR 154 /CR 114
Movement EB EB WB WB WB NB NB NB NB B14 B14 SB
Directions Served LT R L T R L T T R T T L
Maximum Queue (ft) 375 67 74 68 80 466 570 564 390 1404 1403 800
Average Queue (ft) 171 47 58 41 6 398 540 530 209 1369 1368 539
95th Queue (ft)320 89 72 77 39 569 553 597 510 1405 1419 913
Link Distance (ft)942 50 50 50 467 467 1349 1349
Upstream Blk Time (%)88 29 0 4 42 35 48 50
Queuing Penalty (veh)210 70 1000 00
Storage Bay Dist (ft)40 380 205 800
Storage Blk Time (%) 60 3 34 33 41 11
Queuing Penalty (veh) 47 3 389 50 85 51
Intersection: 4: SH 82 & CR 154 /CR 114
Movement SB SB SB SB B15 B15
Directions Served L T T R T T
Maximum Queue (ft) 823 803 727 56 56 25
Average Queue (ft) 555 322 263 8 5 2
95th Queue (ft)928 829 653 34 57 36
Link Distance (ft)963 963 992 992
Upstream Blk Time (%) 1 2 0
Queuing Penalty (veh) 0 13 0
Storage Bay Dist (ft) 800 150
Storage Blk Time (%) 13 1 8
Queuing Penalty (veh) 62 3 3
Intersection: 5: Frontage Road & CR 114
Movement EB EB WB WB B20 B20 B33 NB NB SB
Directions Served LT TR LT TR T T T L LTR LTR
Maximum Queue (ft)55 8 366 260 193 91 1016 187 1005 329
Average Queue (ft)15 0 319 48 115 6 429 159 599 180
95th Queue (ft)50 5 426 212 242 57 1285 241 1271 437
Link Distance (ft)50 50 278 278 122 122 1291 993 901
Upstream Blk Time (%) 3 76 2 46 1 14 39
Queuing Penalty (veh) 10 00000 0
Storage Bay Dist (ft)105
Storage Blk Time (%)87 1
Queuing Penalty (veh)57 1
Queuing and Blocking Report
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 15
Intersection: 6: CR 114 /CR 114 & CMC West Access
Movement WB SB
Directions Served LR LT
Maximum Queue (ft)64 22
Average Queue (ft)20 1
95th Queue (ft)46 13
Link Distance (ft)723 452
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 7: CMC East Access & CR 114/CR 114
Movement WB NB
Directions Served LT LR
Maximum Queue (ft)29 38
Average Queue (ft)2 13
95th Queue (ft)18 37
Link Distance (ft)768 634
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1118
Actuated Signals, Observed Splits
2045 Total PM_Simtraffic_180s.syn
Spring Valley Ranch McDowell Engineering
Glenwood Springs, CO Page 16
Intersection: 4: SH 82 & CR 154 /CR 114
Phase 124568
Movement(s) Served NBL SBT EBWB SBL NBT EBWB
Maximum Green (s) 11.5 117.0 28.5 16.5 112.0 28.0
Minimum Green (s) 4.0 20.0 12.0 4.0 20.0 12.0
Recall None C-Max None None C-Max None
Avg. Green (s)11.6 117.0 28.4 16.6 112.0 27.9
g/C Ratio NANANANANANA
Cycles Skipped (%)000000
Cycles @ Minimum (%)000000
Cycles Maxed Out (%) 95 100 95 100 100 95
Cycles with Peds (%) 000000
Controller Summary
Average Cycle Length (s): NA
Number of Complete Cycles : 0