HomeMy WebLinkAboutCANYON PLACE (331 S. MELDRUM ST.) - PDP - PDP120023 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYTABLE OF CONTENTS
I. INTRODUCTION........................................................................................................ 1
II. EXISTING CONDITIONS .......................................................................................... 2
Land Use......................................................................................................................... 2
Streets............................................................................................................................. 2
Existing Traffic................................................................................................................. 5
Existing Operation........................................................................................................... 5
Pedestrians Facilities ...................................................................................................... 7
Bicycle Facilities..............................................................................................................7
Transit Facilities ..............................................................................................................7
III. PROPOSED DEVELOPMENT................................................................................. 8
Trip Generation ............................................................................................................... 8
Trip Distribution ...............................................................................................................8
Background Traffic Projections ..................................................................................... 11
Trip Assignment ............................................................................................................ 11
Signal Warrants............................................................................................................. 11
Operation Analysis ........................................................................................................ 11
Geometry ...................................................................................................................... 17
Pedestrian Level of Service........................................................................................... 17
Bicycle Level of Service ................................................................................................ 17
Transit Level of Service................................................................................................. 17
IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 18
DELICH 331 S. Meldrum Street TIS, July 2012
ASSOCIATES
LIST OF TABLES
1. Current Peak Hour Operation.................................................................................... 7
2. Trip Generation ......................................................................................................... 8
3. Short Range (2017) Background Peak Hour Operation .......................................... 15
4. Short Range (2017) Total Peak Hour Operation ..................................................... 16
LIST OF FIGURES
1. Site Location ............................................................................................................. 3
2. Existing Geometry..................................................................................................... 4
3. Recent Peak Hour Traffic .......................................................................................... 6
4. Site Plan.................................................................................................................... 9
5. Trip Distribution ....................................................................................................... 10
6. Short Range (2017) Background Peak Hour Traffic................................................ 12
7. Site Generated Peak Hour Traffic ........................................................................... 13
8. Short Range (2017) Total Peak Hour Traffic ........................................................... 14
APPENDICES
A. Base Assumptions Form/Recent Peak Hour Traffic
B. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS
Standards
C. Short Range (2017) Background Peak Hour Operation
D. Short Range (2012) Total Peak Hour Operation
E. Pedestrian/Bicycle Level of Service
DELICH 331 S. Meldrum Street TIS, July 2012
ASSOCIATES
I. INTRODUCTION
This intermediate transportation impact study (TIS) addresses the capacity,
geometric, and control requirements at and near the proposed development of the 331 S.
Meldrum Street site. The proposed 331 S. Meldrum Street site is located in the northwest
quadrant of the Meldrum/Magnolia intersection in Fort Collins, Colorado.
During the course of the analysis, numerous contacts were made with the project
developer (Blue Ocean Enterprises, Inc.) and the Fort Collins Traffic Engineering staff.
This study generally conforms to the format set forth in the Fort Collins transportation
impact study guidelines contained in the “Larimer County Urban Area Street Standards”
(LCUASS). A Base Assumptions Form and related information are provided in Appendix
A. The study involved the following steps:
• Collect physical, traffic, and development data;
• Perform trip generation, trip distribution, and trip assignment;
• Determine peak hour traffic volumes;
• Conduct capacity and operational level of service analyses on key intersections;
• Analyze signal warrants;
• Conduct level of service evaluation of pedestrian, bicycle, and transit modes of
transportation.
DELICH 331 S. Meldrum Street TIS, July 2012
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DELICH 331 S. Meldrum Street TIS, July 2012
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II. EXISTING CONDITIONS
The location of the 331 S. Meldrum Street site is shown in Figure 1. It is important
that a thorough understanding of the existing conditions be presented.
Land Use
Land uses in the area are primarily residential and commercial/office. This site is
considered to be in an area termed “downtown district.” There are existing residential
land uses to the north and west of the site. There are existing commercial land uses to
the south and east of the site. The Fort Collins central business district (CBD) is east of
this site.
Streets
The primary streets near the 331 S. Meldrum Street site are Meldrum Street,
Magnolia Street, Olive Street, and Canyon Street. Figure 2 shows a schematic of the
existing geometry at the key intersections. Canyon Avenue has median islands at the
Meldrum/Olive intersection and accesses Meldrum Street and Olive Street separately,
rather than having a six leg intersection at the Meldrum/Olive intersection. The
Meldrum/Canyon (north) intersection is a T-intersection with an east leg (Canyon) as a full
movement intersection. The Meldrum/Canyon (south) intersection is a T-intersection with
a west leg (Canyon) as an exit only intersection for Canyon Avenue. The Olive/Canyon
(west) intersection is a T-intersection with a south leg (Canyon) as an entrance only
intersection for Canyon Avenue. The Olive/Canyon (east) intersection is a T-intersection
with a north leg (Canyon) as an entrance only intersection for Canyon Avenue.
Meldrum Street is adjacent to (east of) the 331 S. Meldrum Street site. It is a north-
south street classified as a local street on the Fort Collins Master Street Plan. There is
diagonal parking on both sides of Meldrum Street in this area. At the Meldrum/Magnolia
intersection, Meldrum Street has all movements combined into a single lane. At the
Meldrum/Canyon (north) intersection, Meldrum Street has all movements combined into a
single lane. At the Meldrum/Olive intersection, Meldrum Street has all movements
combined into a single lane. The Meldrum/Magnolia and Meldrum/Olive intersections
have all-way stop sign control. The Meldrum/Canyon (north) and Meldrum/Canyon (south)
intersections have stop sign control on Canyon Avenue. The posted speed limit in this
area of Meldrum Street is 25 mph.
Magnolia Street is adjacent to (south of) the 331 S. Meldrum Street site. It is an
east-west street classified as a local street on the Fort Collins Master Street Plan. There is
diagonal parking on both sides of Magnolia Street in this area. At the Meldrum/Magnolia
intersection, Magnolia Street has all movements combined into a single lane. At the
Canyon/Magnolia-Sherwood intersection, Magnolia Street has all movements combined
into a single lane. The Canyon/Magnolia-Sherwood has stop sign control on Magnolia
Street and Sherwood Street. The posted speed limit in this area of Magnolia Street is 25
mph.
Meldrum Street
Howes Street
Mason Street
College Avenue
Sherwood Street
Whitcomb Street
Loomis Avenue
Laporte Avenue
Mountain Avenue
Oak Street
Olive Street
Magnolia Street
Mulberry Street
Canyon Avenue
SCALE: 1"=500'
SITE LOCATION Figure 1
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331 S. Meldrum TIS, July 2012
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CURRENT INTERSECTION GEOMETRY Figure 2
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Magnolia
Sherwood
Meldrum
Olive
Canyon Canyon
East
West
North
South
- Denotes Lane
Olive Street is north of the 331 S. Meldrum Street site. It is an east-west street
classified as a local street on the Fort Collins Master Street Plan. There is diagonal
parking on both sides of the Olive Street in this area. At the Meldrum/Olive intersection,
Olive Street has all movements combined into a single lane. At the Olive/Canyon (west)
intersection, Olive Street has all movements combined into a single lane. At the
Olive/Canyon (east) intersection, Olive Street has all movements combined into a single
lane. The posted speed limit in this area of Olive Street is 25 mph.
Canyon Avenue is north and west of the 331 S. Meldrum Street site. It is a
diagonal street from southwest to northeast classified as a local street on the Fort Collins
Master Street Plan. There is parallel parking on both sides of the Canyon Avenue in this
area. At the Meldrum/Canyon (north) intersection, Canyon Avenue has all movements
combined into a single lane. At the Meldrum/Canyon (south) intersection, Canyon Avenue
has all movements combined into a single lane. At the Canyon/Magnolia-Sherwood
intersection, Canyon Avenue has left-turn/through combined lane and a through/right-turn
combined lane. The posted speed limit in this area of Canyon Avenue is 25 mph.
Existing Traffic
Recent peak hour traffic volumes are shown in Figure 3. The counts at the key
intersections were obtained in May 2012. Raw traffic count data is provided in
Appendix A.
Existing Operation
The Canyon/Magnolia-Sherwood, Meldrum/Magnolia, Meldrum/Canyon (north),
Meldrum/Olive, Meldrum/Canyon (south), Olive/Canyon (west), and Olive/Canyon (east)
intersections were evaluated using techniques provided in the 2000 Highway Capacity
Manual. It is important to note that the Canyon/Magnolia-Sherwood intersection has
five legs. The intersection operation software does not analyze an intersection with
more than four legs. Therefore, in order to do some analysis at the Canyon/Magnolia-
Sherwood intersection, the traffic volumes on Sherwood Street were combined with the
traffic volumes on the west leg of Magnolia Street. Using the peak hour traffic shown in
Figure 3, the peak hour operation is shown in Table 1. All the key intersections
currently operate acceptably. A description of level of service for unsignalized
intersections from the 2000 Highway Capacity Manual and a table showing the Fort
Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix B.
The 331 S. Meldrum Street site is in an area termed “downtown district.” The
“downtown district” is considered to be a “mixed use district” for the purposes of motor
vehicle level of service standards. At unsignalized intersections, in mixed use districts,
the minimum level of service is C at collector/local or local/local intersections.
DELICH 331 S. Meldrum Street TIS, July 2012
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AM/PM
RECENT PEAK HOUR TRAFFIC Figure 3
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331 S. Meldrum TIS, July 2012
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23/4
138/55
23/24
8/23
19/108
32/62
2/4
49/52
10/19
18/22
23/38
7/29
34/11
179/105
54/54
12/31
48/91
13/27
3/6
21/26
5/5
5/4
15/43
5/24
0/1
25/71
1/0
87/107
67/137
1/1
180/114
7/1
2/0
6/12
0/4
12/33
10/41
2/3
1/5
13/51
0/6
0/1
3/7
2/1
19/32
1/5
4/8
2/1
11/21
1/4
12/7
1/0
96/29
31/22
TABLE 1
Current Peak Hour Operation
Intersection Movement Level of Service
AM PM
EB LT/T/RT A A
WB LT/T/RT B B
NEB LT/T A A
Canyon/Magnolia-Sherwood
(stop sign)
SWB LT/T A A
EB LT/T/RT A A
WB LT/T/RT A A
NB LT/T/RT A A
SB LT/T/RT A A
Meldrum/Magnolia
(all-way stop)
OVERALL A A
Meldrum/Canyon (north) WB LT/RT B B
(stop sign) SB LT/T A A
EB LT/T/RT A A
WB LT/T/RT A A
NB LT/T/RT A A
SB LT/T/RT A A
Meldrum/Olive
(all-way stop)
OVERALL A A
Meldrum/Canyon (south)
(stop sign) EB LT/RT B B
Olive/Canyon (west)
(stop sign) WB LT/T A A
Olive/Canyon (east)
(stop sign) EB LT/T A A
Pedestrian Facilities
Pedestrian facilities in this area were built under earlier street standards.
Generally, sidewalks exist along all streets in this area. Sidewalks exist along this site.
There are pedestrian crosswalks and ramps at all key intersections.
Bicycle Facilities
All key street are local streets and therefore, do not have bicycle lanes.
Transit Facilities
This area is served (within 1320 feet) by transit routes 1, 15, and 18.
DELICH 331 S. Meldrum Street TIS, July 2012
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III. PROPOSED DEVELOPMENT
The 331 S. Meldrum Street project is a proposed office/commercial development
consisting of a 48,000 square foot building. Figure 4 shows the site plan of the 331 S.
Meldrum Street development. The short range analysis (Year 2017) includes
development of the 331 S. Meldrum Street site and an appropriate increase in
background traffic, due to normal growth and other known developments in the area.
Trip Generation
Trip generation is important in considering the impact of a development such as this
upon the existing and proposed street system. A compilation of trip generation information
contained in Trip Generation, 8th Edition, ITE was used to estimate trips that would be
generated by the proposed/expected use at this site. Table 2 shows the expected trip
generation on a daily and peak hour basis. The ten percent reduction in trip generation
due to alternative modes was discussed and agreed to in the scoping meeting.
TABLE 2
Trip Generation
Code Use Size AWDTE AM Peak Hour PM Peak Hour
Rate Trips Rate In Rate Out Rate In Rate Out
710 General Office 48.0 KSF 11.01 528 1.36 65 0.19 9 0.25 12 1.24 60
Less 10% Alternative Modes 53 6 1 1 6
Total 475 59 8 11 54
Trip Distribution
Directional distribution of the generated trips was determined for 331 S. Meldrum
Street. Future year data was obtained from the NFRRTP and other transportation impact
studies in the area. Figure 5 shows the trip distribution used for the 331 S. Meldrum Street
project. The trip distribution was discussed with and agreed to by City staff.
DELICH 331 S. Meldrum Street TIS, July 2012
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SCALE: 1"=50'
SITE PLAN Figure 4
DELICH
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331 S. Meldrum TIS, July 2012
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Meldrum Street
Sherwood Street
Whitcomb Street
Olive Street
Magnolia Street
Mulberry Street
Canyon Avenue
5% 15%
15%
25% 15%
10%
15%
SCALE: 1"=200'
TRIP DISTRIBUTION Figure 5
DELICH
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331 S. Meldrum TIS, July 2012
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Background Traffic Projections
Figure 6 shows the short range (2017) background peak hour traffic at the key
intersections. Background traffic projections for the short range future horizon was
obtained by reviewing the NFRRTP and reviewing historic count data for this area of
Fort Collins. Traffic volumes on the area streets were increased at a rate of one percent
per year.
Trip Assignment
Trip assignment is how the generated and distributed trips are expected to be
loaded on the street system. The assigned trips are the resultant of the trip distribution
process. The site generated trip assignment for the 331 S. Meldrum Street
development is shown in Figure 7. The site generated traffic was combined with the
background traffic to determine the total forecasted traffic for the study area. Figure 8
shows the short range (2017) total peak hour traffic at the key intersections.
Signal Warrants
As a matter of policy, traffic signals are not installed at any location unless warrants
are met according to the Manual on Uniform Traffic Control Devices. None of the stop
sign controlled intersections will meet peak hour volume signal warrants in the future.
Operation Analysis
Operation analyses were performed at the Canyon/Magnolia-Sherwood,
Meldrum/Magnolia, Meldrum/Canyon (north), Meldrum/Olive, Meldrum/Canyon (south),
Olive/Canyon (west), and Olive/Canyon (east) intersections. The operation analyses
were conducted for the short range analysis, reflecting a year 2017 condition.
Using the traffic volumes shown in Figure 6, the key intersections operate in the
short range (2017) background peak hour as indicated in Table 3. Calculation forms for
these analyses are provided in Appendix C. The key intersections operate acceptably
during the peak hours.
Table 4 shows the short range (2017) peak hour operation at the key
intersections with full development of the 331 S. Meldrum Street site. Calculation forms
are provided in Appendix D. The analysis indicated that the key intersections will
operate at acceptable levels of service during both the morning and afternoon peak
hours.
DELICH 331 S. Meldrum Street TIS, July 2012
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AM/PM
SHORT RANGE (2017) BACKGROUND
PEAK HOUR TRAFFIC Figure 6
DELICH
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331 S. Meldrum TIS, July 2012
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24/4
145/58
24/25
8/24
20/114
34/65
2/4
52/55
11/20
19/23
24/40
7/31
36/12
187/109
57/57
13/33
50/96
14/28
3/6
22/28
5/5
5/4
16/45
5/25
0/1
26/74
1/0
92/113
71/144
1/1
188/118
7/1
2/0
6/13
0/4
13/35
11/43
2/3
1/5
14/54
0/6
0/1
3/7
2/1
20/34
1/5
4/9
2/1
12/22
1/4
13/7
1/0
101/31
AM/PM
SITE GENERATED
PEAK HOUR TRAFFIC Figure 7
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331 S. Meldrum TIS, July 2012
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10/2
5/1
1/4
0/2
1/6
1/9
3/1
6/1
1/8
1/8
7/1
2/0
6/1
2/0 8/1
1/8
9/1
1/8
1/2
0/1
1/4
8/1
0/2
1/5
1/7
1/3
2/1
1/0
2/0
4/1
5/1
4/1
Magnolia
Sherwood
Meldrum
Olive
Canyon Canyon
East
13/2
West
North
0/4
4/0
2/12
0/2
South
AM/PM
SHORT RANGE (2017) TOTAL
PEAK HOUR TRAFFIC Figure 8
DELICH
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331 S. Meldrum TIS, July 2012
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34/6
150/59
24/25
8/24
21/118
34/67
2/4
53/61
12/29
22/24
30/41
7/31
36/12
188/117
58/65
20/34
52/96
14/28
3/6
22/28
5/5
5/4
22/46
7/25
0/1
34/75
1/0
93/121
80/145
1/1
189/126
7/1
2/0
6/13
1/6
13/36
12/47
10/4
1/7
15/59
1/13
1/4
5/8
2/1
21/34
1/5
6/9
6/2
12/22
1/4
13/7
1/0
106/32
TABLE 3
Short Range (2017) Background Peak Hour Operation
Intersection Movement Level of Service
AM PM
EB LT/T/RT A B
WB LT/T/RT B B
NEB LT/T A A
Canyon/Magnolia-Sherwood
(stop sign)
SWB LT/T A A
EB LT/T/RT A A
WB LT/T/RT A A
NB LT/T/RT A A
SB LT/T/RT A A
Meldrum/Magnolia
(all-way stop)
OVERALL A A
Meldrum/Canyon (north) WB LT/RT B B
(stop sign) SB LT/T A A
EB LT/T/RT A A
WB LT/T/RT A A
NB LT/T/RT A A
SB LT/T/RT A A
Meldrum/Olive
(all-way stop)
OVERALL A A
Meldrum/Canyon (south)
(stop sign) EB LT/RT B B
Olive/Canyon (west)
(stop sign) WB LT/T A A
Olive/Canyon (east)
(stop sign) EB LT/T A A
DELICH 331 S. Meldrum Street TIS, July 2012
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TABLE 4
Short Range (2017) Total Peak Hour Operation
Intersection Movement Level of Service
AM PM
EB LT/T/RT B B
WB LT/T/RT B B
NEB LT/T A A
Canyon/Magnolia-Sherwood
(stop sign)
SWB LT/T A A
EB LT/T/RT A A
WB LT/T/RT A A
NB LT/T/RT A A
SB LT/T/RT A A
Meldrum/Magnolia
(all-way stop)
OVERALL A A
Meldrum/Canyon (north) WB LT/RT B B
(stop sign) SB LT/T A A
EB LT/T/RT A A
WB LT/T/RT A A
NB LT/T/RT A A
SB LT/T/RT A A
Meldrum/Olive
(all-way stop)
OVERALL A A
Meldrum/Canyon (south)
(stop sign) EB LT/RT B B
Olive/Canyon (west)
(stop sign) WB LT/T A A
Olive/Canyon (east)
(stop sign) EB LT/T A A
DELICH 331 S. Meldrum Street TIS, July 2012
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Geometry
The short range (2017) geometry will remain as it exists today at all of the key
intersections. No additional auxiliary lanes are required at any of the key intersections.
Pedestrian Level of Service
Appendix E shows a map of the area that is within 1320 feet of the 331 S.
Meldrum Street site. The 331 S. Meldrum Street site is located within an area termed as
“pedestrian district,” which sets the level of service threshold at LOS A for all measured
categories, except for street crossing at LOS B. There are four destination areas within
1320 feet of the proposed 331 S. Meldrum Street: 1) the Fort Collins CBD which
contains commercial and office land uses to the east of the site; 2) the
commercial/residential uses to the south of the site; 3) the residential neighborhoods to
the west of the site; and 4) the commercial uses and residential neighborhood to the
north of the site. Appendix E contains a Pedestrian LOS Worksheet. Pedestrian
facilities in this area were built under earlier street standards. While considered to be
“pedestrian friendly,” the strict interpretation of Visual Interest & Amenities could not be
met.
Bicycle Level of Service
Appendix E shows a map of the area that is within 1320 feet of the 331 S.
Meldrum Street site. This area, the Fort Collins CBD, is considered to be a community/
neighborhood commercial center. Based upon Fort Collins bicycle LOS criteria, the
level of service threshold for bicycles is LOS B. There are bicycle facilities along Mason
Street and Howes Street. Bike lanes are not required on local streets. The 331 S.
Meldrum Street site is connected to the Mason Street and Howes Street bike lanes via
Magnolia Street and Olive Street, which satisfies the LOS B criteria. The bicycle LOS
worksheet is provided in Appendix E.
Transit Level of Service
This area is served (within 1320 feet) by transit routes 1, 15, and 18. The 331 S.
Meldrum Street development is located in an area defined as “mixed-use centers and
commercial corridors” for the purpose of public transit level of service evaluation. In the
future, transit service will be improved as depicted on the Fort Collins Transit System
Plan. The future level of service will be in the B category.
DELICH 331 S. Meldrum Street TIS, July 2012
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IV. CONCLUSIONS/RECOMMENDATIONS
This study assessed the impacts of the 331 S. Meldrum Street development on the
short range (2017) street system in the vicinity of the proposed development. The 331 S.
Meldrum Street site is a proposed office/commercial development located in the northwest
quadrant of the Meldrum/Magnolia intersection in Fort Collins, Colorado. As a result of this
analysis, the following is concluded:
• The development of the 331 S. Meldrum Street site is feasible from a traffic
engineering standpoint. At full development, the 331 S. Meldrum Street site will
generate approximately 475 daily trip ends, 67 morning peak hour trip ends, and
65 afternoon peak hour trip ends.
• Current operation at the key intersections is acceptable.
• In the short range (2017) future, a signal will not likely be warranted at any of the
key stop sign controlled intersections.
• In the short range (2017) background traffic future, the key intersections will
operate acceptably.
• In the short range (2017) future, given construction of the 331 S. Meldrum Street
site and an increase in background traffic, the key intersections will operate
acceptably. No additional auxiliary lanes are required at any of the key
intersections.
• Acceptable level of service will be achieved for pedestrian modes based upon the
measures in the multi-modal transportation guidelines, except for Visual Interest &
Amenities. Acceptable level of service will be achieved for bicycle modes based
upon the measures in the multi-modal transportation guidelines. Transit level of
service is acceptable.
DELICH 331 S. Meldrum Street TIS, July 2012
ASSOCIATES Page 18
APPENDIX A
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 5-29-12 Observer: Michael
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Canyon/Magnolia-Sherwood
S = straight
L = left turn
Time Northeastbou Canyon Southbound: Sherwood Total Eastbound: Magnolia Westbound: Magnolia Total Southwestbou Canyon Total
Begins WB NB NEB EB Total NEB EB SWB WB Total NB NEB EB SWB Total SWB WB NB NEB Total EB SWB WB NB Total All
7:30 1 3 20 7 31 0 0 1 0 1 32 1 1 5 0 7 4 3 0 0 7 14 0 3 0 0 3 49
7:45 0 3 35 6 44 2 2 5 1 10 54 1 1 4 1 7 3 1 0 1 5 12 0 4 0 0 4 70
8:00 0 2 23 7 32 0 2 2 0 4 36 0 1 5 0 6 1 3 0 1 5 11 0 1 0 0 1 48
8:15 0 4 18 11 33 0 0 3 0 3 36 0 0 5 0 5 2 5 0 0 7 12 0 5 1 0 6 54
7:30-8:30 1 12 96 31 140 2 4 11 1 18 158 2 3 19 1 25 10 12 0 2 24 49 0 13 1 0 14 221
PHF 0.8 0.45 0.89 0.86 0.58
4:30 0 0 11 4 15 1 2 4 1 8 23 0 3 8 2 13 8 10 4 0 22 35 1 10 0 0 11 69
4:45 0 3 6 6 15 0 1 4 2 7 22 0 2 5 0 7 8 4 0 1 13 20 2 10 1 0 13 55
5:00 0 3 3 4 10 0 2 6 0 8 18 0 1 9 2 12 20 12 0 2 34 46 2 16 2 1 21 85
5:15 0 1 9 8 18 0 3 7 1 11 29 1 1 10 1 13 5 7 0 0 12 25 1 15 2 0 18 72
4:30-5:30 0 7 29 22 58 1 8 21 4 34 92 1 7 32 5 45 41 33 4 3 81 126 6 51 5 1 63 281
PHF 0.81 0.77 0.87 0.6 0.75
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 5-29-12 Observer: Sue
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Meldrum/Magnolia
S = straight
L = left turn
Time Northbound: Meldrum Southbound: Meldrum Total Eastbound: Magnolia Westbound: Magnolia Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 4 20 4 28 6 3 4 13 41 1 10 1 12 1 4 4 9 21 62
7:45 8 50 8 66 8 7 2 17 83 1 22 5 28 3 11 7 21 49 132
8:00 9 38 6 53 6 8 1 15 68 0 6 3 9 3 5 4 12 21 89
8:15 2 30 5 37 12 1 1 14 51 0 11 1 12 0 3 3 6 18 69
7:30-8:30 23 138 23 184 32 19 8 59 243 2 49 10 61 7 23 18 48 109 352
PHF 0.7 0.87 0.54 0.57
4:30 1 11 3 15 15 20 5 40 55 0 10 4 14 9 8 3 20 34 89
4:45 2 20 7 29 16 24 7 47 76 1 14 2 17 1 9 2 12 29 105
5:00 1 10 4 15 14 39 4 57 72 3 17 6 26 12 11 10 33 59 131
5:15 0 14 10 24 17 25 7 49 73 0 11 7 18 7 10 7 24 42 115
4:30-5:30 4 55 24 83 62 108 23 193 276 4 52 19 75 29 38 22 89 164 440
PHF 0.72 0.85 0.72 0.67
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 5-29-12 Observer: Joe
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Meldrum/Olive
S = straight
L = left turn
Time Northbound: Meldrum Southbound: Meldrum Total Eastbound: Olive Westbound: Olive Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 8 38 9 55 2 11 2 15 70 1 3 1 5 1 3 1 5 10 80
7:45 11 63 10 84 4 12 2 18 102 0 7 0 7 2 2 1 5 12 114
8:00 10 37 21 68 4 12 1 17 85 2 3 3 8 1 2 0 3 11 96
8:15 5 41 14 60 3 13 7 23 83 0 8 1 9 1 8 3 12 21 104
7:30-8:30 34 179 54 267 13 48 12 73 340 3 21 5 29 5 15 5 25 54 394
PHF 0.79 0.79 0.81 0.52
4:30 1 28 6 35 7 9 1 17 52 0 3 0 3 5 7 0 12 15 67
4:45 3 26 12 41 9 23 9 41 82 0 2 4 6 8 14 1 23 29 111
5:00 1 24 21 46 6 31 13 50 96 5 10 1 16 5 13 2 20 36 132
5:15 6 27 15 48 5 28 8 41 89 1 11 0 12 6 9 1 16 28 117
4:30-5:30 11 105 54 170 27 91 31 149 319 6 26 5 37 24 43 4 71 108 427
PHF 0.89 0.75 0.58 0.77
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 5-29-12 Observer: Joe
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Meldrum/Canyon North
S = straight
L = left turn
Time Northbound: Meldrum Southbound: Meldrum Total Eastbound: Westbound: Canyon Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 38 2 40 0 14 14 54 0 1 1 2 2 56
7:45 63 1 64 0 17 17 81 0 1 0 1 1 82
8:00 36 3 39 1 15 16 55 0 2 0 2 2 57
8:15 43 1 44 0 21 21 65 0 2 1 3 3 68
7:30-8:30 0 180 7 187 1 67 0 68 255 0 0 0 0 6 0 2 8 8 263
PHF 0.73 0.81 n/a 0.67
4:30 28 0 28 0 14 14 42 0 3 0 3 3 45
4:45 26 1 27 0 39 39 66 0 2 0 2 2 68
5:00 31 0 31 0 47 47 78 0 3 0 3 3 81
5:15 29 0 29 1 37 38 67 0 4 0 4 4 71
4:30-5:30 0 114 1 115 1 137 0 138 253 0 0 0 0 12 0 0 12 12 265
PHF 0.93 0.73 n/a 0.75
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 5-29-12 Observer: Joe
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Meldrum/Canyon South
S = straight
L = left turn
Time Northbound: Meldrum Southbound: Meldrum Total Eastbound: Canyon Westbound: Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 43 43 13 13 56 12 2 14 0 14 70
7:45 53 53 14 14 67 31 4 35 0 35 102
8:00 55 55 16 16 71 13 0 13 0 13 84
8:15 52 52 15 15 67 8 1 9 0 9 76
7:30-8:30 0 203 0 203 0 58 0 58 261 64 0 7 71 0 0 0 0 71 332
PHF 0.92 0.91 0.51 n/a
4:30 32 32 14 14 46 3 2 5 0 5 51
4:45 36 36 35 35 71 5 2 7 0 7 78
5:00 39 39 37 37 76 7 5 12 0 12 88
5:15 39 39 34 34 73 9 3 12 0 12 85
4:30-5:30 0 146 0 146 0 120 0 120 266 24 0 12 36 0 0 0 0 36 302
PHF 0.94 0.81 0.75 n/a
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 5-29-12 Observer: Joe
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Canyon/Olive West
S = straight
L = left turn
Time Northbound: Canyon Southbound: Total Eastbound: Olive Westbound: Olive Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 0 0 0 5 0 5 2 11 13 18 18
7:45 0 0 0 7 0 7 5 10 15 22 22
8:00 0 0 0 8 0 8 1 12 13 21 21
8:15 0 0 0 9 0 9 9 11 20 29 29
7:30-8:30 0 0 0 0 0 0 0 0 0 0 29 0 29 17 44 0 61 90 90
PHF n/a n/a 0.81 0.76
4:30 0 0 0 3 0 3 3 6 9 12 12
4:45 0 0 0 6 0 6 13 13 26 32 32
5:00 0 0 0 16 2 18 15 12 27 45 45
5:15 0 0 0 12 1 13 8 15 23 36 36
4:30-5:30 0 0 0 0 0 0 0 0 0 0 37 3 40 39 46 0 85 125 125
PHF n/a n/a 0.56 0.79
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 5-29-12 Observer: Joe
Day: Tuesday Jurisdiction: Fort Collins
R = right turn Intersection: Canyon/Olive East
S = straight
L = left turn
Time Northbound: Southbound: Canyon Total Eastbound: Olive Westbound: Olive Total Total
Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All
7:30 0 0 0 0 14 14 5 0 5 19 19
7:45 0 0 0 0 21 21 5 0 5 26 26
8:00 0 0 0 1 27 28 3 0 3 31 31
8:15 0 0 0 0 25 25 12 0 12 37 37
7:30-8:30 0 0 0 0 0 0 0 0 0 1 87 0 88 0 25 0 25 113 113
PHF n/a n/a 0.79 0.52
4:30 0 0 0 0 16 16 12 0 12 28 28
4:45 0 0 0 0 23 23 23 0 23 46 46
5:00 0 0 0 0 37 37 20 1 21 58 58
5:15 0 0 0 0 31 31 16 0 16 47 47
4:30-5:30 0 0 0 0 0 0 0 0 0 0 107 0 107 0 71 1 72 179 179
PHF n/a n/a 0.72 0.78
APPENDIX B
3: Magnolia & Canyon HCM Unsignalized Intersection Capacity Analysis
Recent AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR
Lane Configurations
Sign Control Stop Stop Free Free
Grade 0% 0% 0% 0%
Volume (veh/h) 7 23 12 10 12 2 13 96 31 0 13 1
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 8 27 14 12 14 2 15 113 36 0 15 1
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 571
pX, platoon unblocked
vC, conflicting volume 112 196 8 197 178 75 16 149
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 112 196 8 197 178 75 16 149
tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2
p0 queue free % 99 96 99 98 98 100 99 100
cM capacity (veh/h) 832 692 1071 707 708 972 1599 1429
Direction, Lane # EB 1 WB 1 NE 1 NE 2 SW 1 SW 2
Volume Total 49 28 72 93 8 9
Volume Left 8 12 15 0 0 0
Volume Right 14 2 0 36 0 1
cSH 795 724 1599 1700 1429 1700
Volume to Capacity 0.06 0.04 0.01 0.05 0.00 0.01
Queue Length 95th (ft) 531000
Control Delay (s) 9.8 10.2 1.6 0.0 0.0 0.0
Lane LOS A B A
Approach Delay (s) 9.8 10.2 0.7 0.0
Approach LOS A B
Intersection Summary
Average Delay 3.4
Intersection Capacity Utilization 17.4% ICU Level of Service A
Analysis Period (min) 15
3: Magnolia & Canyon HCM Unsignalized Intersection Capacity Analysis
Recent PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR
Lane Configurations
Sign Control Stop Stop Free Free
Grade 0% 0% 0% 0%
Volume (veh/h) 9 40 26 41 37 3 7 29 22 6 51 6
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 11 47 31 48 44 4 8 34 26 7 60 7
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 571
pX, platoon unblocked
vC, conflicting volume 136 154 34 162 145 30 67 60
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 136 154 34 162 145 30 67 60
tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2
p0 queue free % 99 94 97 93 94 100 99 100
cM capacity (veh/h) 775 729 1032 721 738 1038 1533 1542
Direction, Lane # EB 1 WB 1 NE 1 NE 2 SW 1 SW 2
Volume Total 88 95 25 43 37 37
Volume Left 11 48 8070
Volume Right 31 4 0 26 0 7
cSH 818 737 1533 1700 1542 1700
Volume to Capacity 0.11 0.13 0.01 0.03 0.00 0.02
Queue Length 95th (ft) 9 11 0000
Control Delay (s) 9.9 10.6 2.4 0.0 1.4 0.0
Lane LOS A B A A
Approach Delay (s) 9.9 10.6 0.9 0.7
Approach LOS A B
Intersection Summary
Average Delay 6.1
Intersection Capacity Utilization 24.8% ICU Level of Service A
Analysis Period (min) 15
7: Magnolia & Meldrum HCM Unsignalized Intersection Capacity Analysis
Recent AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 2 49 10 7 23 18 23 138 23 32 19 8
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.87 0.87 0.87
Hourly flow rate (vph) 2 58 12 8 27 21 27 162 27 37 22 9
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 72 56 216 68
Volume Left (vph) 2 8 27 37
Volume Right (vph) 12 21 27 9
Hadj (s) -0.06 -0.16 -0.02 0.06
Departure Headway (s) 4.6 4.5 4.3 4.5
Degree Utilization, x 0.09 0.07 0.26 0.08
Capacity (veh/h) 731 743 816 758
Control Delay (s) 8.0 7.8 8.7 7.9
Approach Delay (s) 8.0 7.8 8.7 7.9
Approach LOS AAAA
Intersection Summary
Delay 8.3
HCM Level of Service A
Intersection Capacity Utilization 22.3% ICU Level of Service A
Analysis Period (min) 15
7: Magnolia & Meldrum HCM Unsignalized Intersection Capacity Analysis
Recent PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 4 52 19 29 38 22 4 55 24 62 108 23
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 5 61 22 34 45 26 5 65 28 73 127 27
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 88 105 98 227
Volume Left (vph) 5 34 5 73
Volume Right (vph) 22 26 28 27
Hadj (s) -0.11 -0.05 -0.13 0.03
Departure Headway (s) 4.7 4.7 4.5 4.5
Degree Utilization, x 0.12 0.14 0.12 0.28
Capacity (veh/h) 704 702 749 758
Control Delay (s) 8.3 8.5 8.1 9.3
Approach Delay (s) 8.3 8.5 8.1 9.3
Approach LOS AAAA
Intersection Summary
Delay 8.8
HCM Level of Service A
Intersection Capacity Utilization 35.5% ICU Level of Service A
Analysis Period (min) 15
17: Canyon North & Meldrum HCM Unsignalized Intersection Capacity Analysis
Recent AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 6 2 180 7 1 67
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 7 2 212 8 1 79
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 297 216 220
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 297 216 220
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 99 100 100
cM capacity (veh/h) 694 824 1349
Direction, Lane # WB 1 NB 1 SB 1
Volume Total 9 220 80
Volume Left 7 0 1
Volume Right 2 8 0
cSH 722 1700 1349
Volume to Capacity 0.01 0.13 0.00
Queue Length 95th (ft) 1 0 0
Control Delay (s) 10.1 0.0 0.1
Lane LOS B A
Approach Delay (s) 10.1 0.0 0.1
Approach LOS B
Intersection Summary
Average Delay 0.3
Intersection Capacity Utilization 19.9% ICU Level of Service A
Analysis Period (min) 15
17: Canyon North & Meldrum HCM Unsignalized Intersection Capacity Analysis
Recent PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 12 0 114 1 1 137
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 14 0 134 1 1 161
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 298 135 135
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 298 135 135
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 98 100 100
cM capacity (veh/h) 693 914 1449
Direction, Lane # WB 1 NB 1 SB 1
Volume Total 14 135 162
Volume Left 14 0 1
Volume Right 0 1 0
cSH 693 1700 1449
Volume to Capacity 0.02 0.08 0.00
Queue Length 95th (ft) 2 0 0
Control Delay (s) 10.3 0.0 0.1
Lane LOS B A
Approach Delay (s) 10.3 0.0 0.1
Approach LOS B
Intersection Summary
Average Delay 0.5
Intersection Capacity Utilization 18.0% ICU Level of Service A
Analysis Period (min) 15
8: Olive & Meldrum HCM Unsignalized Intersection Capacity Analysis
Recent AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 3 21 5 5 15 5 34 179 54 13 48 12
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 4 25 6 6 18 6 40 211 64 15 56 14
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 34 29 314 86
Volume Left (vph) 4 6 40 15
Volume Right (vph) 6 6 64 14
Hadj (s) -0.05 -0.05 -0.06 -0.03
Departure Headway (s) 4.8 4.8 4.1 4.3
Degree Utilization, x 0.05 0.04 0.36 0.10
Capacity (veh/h) 688 686 862 794
Control Delay (s) 8.0 8.0 9.3 7.8
Approach Delay (s) 8.0 8.0 9.3 7.8
Approach LOS AAAA
Intersection Summary
Delay 8.9
HCM Level of Service A
Intersection Capacity Utilization 27.9% ICU Level of Service A
Analysis Period (min) 15
8: Olive & Meldrum HCM Unsignalized Intersection Capacity Analysis
Recent PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 6 26 5 24 43 4 11 105 54 27 91 31
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 7 31 6 28 51 5 13 124 64 32 107 36
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 44 84 200 175
Volume Left (vph) 7 28 13 32
Volume Right (vph) 6 5 64 36
Hadj (s) -0.01 0.07 -0.14 -0.05
Departure Headway (s) 4.8 4.9 4.3 4.4
Degree Utilization, x 0.06 0.11 0.24 0.21
Capacity (veh/h) 676 679 809 782
Control Delay (s) 8.1 8.5 8.6 8.6
Approach Delay (s) 8.1 8.5 8.6 8.6
Approach LOS AAAA
Intersection Summary
Delay 8.5
HCM Level of Service A
Intersection Capacity Utilization 29.5% ICU Level of Service A
Analysis Period (min) 15
15: Canyon South & Meldrum HCM Unsignalized Intersection Capacity Analysis
Recent AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 64 7 0 203 58 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 75 8 0 239 68 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 307 68 68
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 307 68 68
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 89 99 100
cM capacity (veh/h) 685 995 1533
Direction, Lane # EB 1 NB 1 SB 1
Volume Total 84 239 68
Volume Left 75 0 0
Volume Right 8 0 0
cSH 707 1700 1700
Volume to Capacity 0.12 0.14 0.04
Queue Length 95th (ft) 10 0 0
Control Delay (s) 10.8 0.0 0.0
Lane LOS B
Approach Delay (s) 10.8 0.0 0.0
Approach LOS B
Intersection Summary
Average Delay 2.3
Intersection Capacity Utilization 21.3% ICU Level of Service A
Analysis Period (min) 15
15: Canyon South & Meldrum HCM Unsignalized Intersection Capacity Analysis
Recent PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 24 12 0 146 120 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 28 14 0 172 141 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 313 141 141
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 313 141 141
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 96 98 100
cM capacity (veh/h) 680 907 1442
Direction, Lane # EB 1 NB 1 SB 1
Volume Total 42 172 141
Volume Left 28 0 0
Volume Right 14 0 0
cSH 742 1700 1700
Volume to Capacity 0.06 0.10 0.08
Queue Length 95th (ft) 5 0 0
Control Delay (s) 10.1 0.0 0.0
Lane LOS B
Approach Delay (s) 10.1 0.0 0.0
Approach LOS B
Intersection Summary
Average Delay 1.2
Intersection Capacity Utilization 17.7% ICU Level of Service A
Analysis Period (min) 15
13: Olive & Canyon West HCM Unsignalized Intersection Capacity Analysis
Recent AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 29 0 17 44 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 34 0 20 52 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 34 126 34
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 34 126 34
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 99 100 100
cM capacity (veh/h) 1577 858 1039
Direction, Lane # EB 1 WB 1
Volume Total 34 72
Volume Left 0 20
Volume Right 0 0
cSH 1700 1577
Volume to Capacity 0.02 0.01
Queue Length 95th (ft) 0 1
Control Delay (s) 0.0 2.1
Lane LOS A
Approach Delay (s) 0.0 2.1
Approach LOS
Intersection Summary
Average Delay 1.4
Intersection Capacity Utilization 13.3% ICU Level of Service A
Analysis Period (min) 15
13: Olive & Canyon West HCM Unsignalized Intersection Capacity Analysis
Recent PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 37 3 39 46 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 44 4 46 54 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 47 191 45
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 47 191 45
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 97 100 100
cM capacity (veh/h) 1560 774 1024
Direction, Lane # EB 1 WB 1
Volume Total 47 100
Volume Left 0 46
Volume Right 4 0
cSH 1700 1560
Volume to Capacity 0.03 0.03
Queue Length 95th (ft) 0 2
Control Delay (s) 0.0 3.5
Lane LOS A
Approach Delay (s) 0.0 3.5
Approach LOS
Intersection Summary
Average Delay 2.4
Intersection Capacity Utilization 14.6% ICU Level of Service A
Analysis Period (min) 15
18: Olive & Canyon East HCM Unsignalized Intersection Capacity Analysis
Recent AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 1 87 25 0 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 1 102 29 0 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 29 134 29
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 29 134 29
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 100 100 100
cM capacity (veh/h) 1584 859 1045
Direction, Lane # EB 1 WB 1
Volume Total 104 29
Volume Left 1 0
Volume Right 0 0
cSH 1584 1700
Volume to Capacity 0.00 0.02
Queue Length 95th (ft) 0 0
Control Delay (s) 0.1 0.0
Lane LOS A
Approach Delay (s) 0.1 0.0
Approach LOS
Intersection Summary
Average Delay 0.1
Intersection Capacity Utilization 8.7% ICU Level of Service A
Analysis Period (min) 15
18: Olive & Canyon East HCM Unsignalized Intersection Capacity Analysis
Recent PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 0 107 71 1 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 0 126 84 1 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 85 210 84
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 85 210 84
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 100 100 100
cM capacity (veh/h) 1512 778 975
Direction, Lane # EB 1 WB 1
Volume Total 126 85
Volume Left 0 0
Volume Right 0 1
cSH 1512 1700
Volume to Capacity 0.00 0.05
Queue Length 95th (ft) 0 0
Control Delay (s) 0.0 0.0
Lane LOS
Approach Delay (s) 0.0 0.0
Approach LOS
Intersection Summary
Average Delay 0.0
Intersection Capacity Utilization 9.0% ICU Level of Service A
Analysis Period (min) 15
UNSIGNALIZED INTERSECTIONS
Level-of-Service Average Total Delay
sec/veh
A < 10
B > 10 and < 15
C > 15 and < 25
D > 25 and < 35
E > 35 and < 50
F > 50
Table 4-3
Fort Collins (City Limits)
Motor Vehicle LOS Standards (Intersections)
Land Use (from structure plan)
Other corridors within:
Intersection type Commercial
corridors
Mixed use
districts
Low density
mixed use
residential
All other
areas
Signalized intersections
(overall)
DE*DD
Any Leg EEDE
Any Movement EEDE
Stop sign control
(arterial/collector or local—
any approach leg)
N/A F** F** E
Stop sign control
(collector/local—any
approach leg)
N/A C C C
* mitigating measures required
** considered normal in an urban environment
APPENDIX C
3: Magnolia & Canyon HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR
Lane Configurations
Sign Control Stop Stop Free Free
Grade 0% 0% 0% 0%
Volume (veh/h) 7 24 13 11 13 2 14 101 33 0 14 1
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 8 28 15 13 15 2 16 119 39 0 16 1
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 571
pX, platoon unblocked
vC, conflicting volume 119 208 9 209 189 79 18 158
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 119 208 9 209 189 79 18 158
tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2
p0 queue free % 99 96 99 98 98 100 99 100
cM capacity (veh/h) 821 681 1070 691 698 966 1598 1420
Direction, Lane # EB 1 WB 1 NE 1 NE 2 SW 1 SW 2
Volume Total 52 31 76 98 8 9
Volume Left 8 13 16 0 0 0
Volume Right 15 2 0 39 0 1
cSH 787 710 1598 1700 1420 1700
Volume to Capacity 0.07 0.04 0.01 0.06 0.00 0.01
Queue Length 95th (ft) 531000
Control Delay (s) 9.9 10.3 1.6 0.0 0.0 0.0
Lane LOS A B A
Approach Delay (s) 9.9 10.3 0.7 0.0
Approach LOS A B
Intersection Summary
Average Delay 3.5
Intersection Capacity Utilization 17.6% ICU Level of Service A
Analysis Period (min) 15
3: Magnolia & Canyon HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR
Lane Configurations
Sign Control Stop Stop Free Free
Grade 0% 0% 0% 0%
Volume (veh/h) 9 43 27 43 39 3 7 31 23 6 54 6
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 11 51 32 51 46 4 8 36 27 7 64 7
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 571
pX, platoon unblocked
vC, conflicting volume 142 161 35 169 151 32 71 64
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 142 161 35 169 151 32 71 64
tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2
p0 queue free % 99 93 97 93 94 100 99 100
cM capacity (veh/h) 766 723 1030 709 732 1035 1528 1537
Direction, Lane # EB 1 WB 1 NE 1 NE 2 SW 1 SW 2
Volume Total 93 100 26 45 39 39
Volume Left 11 51 8070
Volume Right 32 4 0 27 0 7
cSH 811 727 1528 1700 1537 1700
Volume to Capacity 0.11 0.14 0.01 0.03 0.00 0.02
Queue Length 95th (ft) 10 12 0000
Control Delay (s) 10.0 10.7 2.3 0.0 1.4 0.0
Lane LOS B B A A
Approach Delay (s) 10.0 10.7 0.9 0.7
Approach LOS B B
Intersection Summary
Average Delay 6.2
Intersection Capacity Utilization 25.0% ICU Level of Service A
Analysis Period (min) 15
7: Magnolia & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 2 52 11 7 24 19 24 145 24 34 20 8
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.87 0.87 0.87
Hourly flow rate (vph) 2 61 13 8 28 22 28 171 28 39 23 9
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 76 59 227 71
Volume Left (vph) 2 8 28 39
Volume Right (vph) 13 22 28 9
Hadj (s) -0.06 -0.17 -0.02 0.07
Departure Headway (s) 4.6 4.5 4.3 4.5
Degree Utilization, x 0.10 0.07 0.27 0.09
Capacity (veh/h) 724 735 810 750
Control Delay (s) 8.1 7.9 8.9 8.0
Approach Delay (s) 8.1 7.9 8.9 8.0
Approach LOS AAAA
Intersection Summary
Delay 8.5
HCM Level of Service A
Intersection Capacity Utilization 23.1% ICU Level of Service A
Analysis Period (min) 15
7: Magnolia & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 4 55 20 31 40 23 4 58 25 65 114 24
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 5 65 24 36 47 27 5 68 29 76 134 28
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 93 111 102 239
Volume Left (vph) 5 36 5 76
Volume Right (vph) 24 27 29 28
Hadj (s) -0.11 -0.05 -0.13 0.03
Departure Headway (s) 4.8 4.8 4.6 4.6
Degree Utilization, x 0.12 0.15 0.13 0.30
Capacity (veh/h) 695 693 739 750
Control Delay (s) 8.4 8.6 8.2 9.5
Approach Delay (s) 8.4 8.6 8.2 9.5
Approach LOS AAAA
Intersection Summary
Delay 8.9
HCM Level of Service A
Intersection Capacity Utilization 36.3% ICU Level of Service A
Analysis Period (min) 15
17: Canyon North & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 6 2 188 7 1 71
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 7 2 221 8 1 84
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 311 225 229
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 311 225 229
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 99 100 100
cM capacity (veh/h) 681 814 1339
Direction, Lane # WB 1 NB 1 SB 1
Volume Total 9 229 85
Volume Left 7 0 1
Volume Right 2 8 0
cSH 710 1700 1339
Volume to Capacity 0.01 0.13 0.00
Queue Length 95th (ft) 1 0 0
Control Delay (s) 10.1 0.0 0.1
Lane LOS B A
Approach Delay (s) 10.1 0.0 0.1
Approach LOS B
Intersection Summary
Average Delay 0.3
Intersection Capacity Utilization 20.3% ICU Level of Service A
Analysis Period (min) 15
17: Canyon North & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 13 0 118 1 1 144
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 15 0 139 1 1 169
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 311 139 140
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 311 139 140
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 98 100 100
cM capacity (veh/h) 681 909 1443
Direction, Lane # WB 1 NB 1 SB 1
Volume Total 15 140 171
Volume Left 15 0 1
Volume Right 0 1 0
cSH 681 1700 1443
Volume to Capacity 0.02 0.08 0.00
Queue Length 95th (ft) 2 0 0
Control Delay (s) 10.4 0.0 0.1
Lane LOS B A
Approach Delay (s) 10.4 0.0 0.1
Approach LOS B
Intersection Summary
Average Delay 0.5
Intersection Capacity Utilization 18.4% ICU Level of Service A
Analysis Period (min) 15
8: Olive & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 3 22 5 5 16 5 36 187 57 14 50 13
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 4 26 6 6 19 6 42 220 67 16 59 15
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 35 31 329 91
Volume Left (vph) 4 6 42 16
Volume Right (vph) 6 6 67 15
Hadj (s) -0.05 -0.04 -0.06 -0.03
Departure Headway (s) 4.8 4.8 4.1 4.4
Degree Utilization, x 0.05 0.04 0.38 0.11
Capacity (veh/h) 679 677 860 790
Control Delay (s) 8.0 8.0 9.5 7.9
Approach Delay (s) 8.0 8.0 9.5 7.9
Approach LOS AAAA
Intersection Summary
Delay 9.0
HCM Level of Service A
Intersection Capacity Utilization 28.7% ICU Level of Service A
Analysis Period (min) 15
8: Olive & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 6 28 5 25 45 4 12 109 57 28 96 33
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 7 33 6 29 53 5 14 128 67 33 113 39
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 46 87 209 185
Volume Left (vph) 7 29 14 33
Volume Right (vph) 6 5 67 39
Hadj (s) -0.01 0.07 -0.14 -0.06
Departure Headway (s) 4.9 4.9 4.3 4.4
Degree Utilization, x 0.06 0.12 0.25 0.23
Capacity (veh/h) 664 670 803 777
Control Delay (s) 8.2 8.6 8.7 8.7
Approach Delay (s) 8.2 8.6 8.7 8.7
Approach LOS AAAA
Intersection Summary
Delay 8.7
HCM Level of Service A
Intersection Capacity Utilization 30.5% ICU Level of Service A
Analysis Period (min) 15
15: Canyon South & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 67 7 0 213 61 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 79 8 0 251 72 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 322 72 72
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 322 72 72
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 88 99 100
cM capacity (veh/h) 671 991 1528
Direction, Lane # EB 1 NB 1 SB 1
Volume Total 87 251 72
Volume Left 79 0 0
Volume Right 8 0 0
cSH 692 1700 1700
Volume to Capacity 0.13 0.15 0.04
Queue Length 95th (ft) 11 0 0
Control Delay (s) 10.9 0.0 0.0
Lane LOS B
Approach Delay (s) 10.9 0.0 0.0
Approach LOS B
Intersection Summary
Average Delay 2.3
Intersection Capacity Utilization 22.0% ICU Level of Service A
Analysis Period (min) 15
15: Canyon South & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 25 13 0 153 126 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 29 15 0 180 148 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 328 148 148
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 328 148 148
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 96 98 100
cM capacity (veh/h) 666 899 1433
Direction, Lane # EB 1 NB 1 SB 1
Volume Total 45 180 148
Volume Left 29 0 0
Volume Right 15 0 0
cSH 731 1700 1700
Volume to Capacity 0.06 0.11 0.09
Queue Length 95th (ft) 5 0 0
Control Delay (s) 10.2 0.0 0.0
Lane LOS B
Approach Delay (s) 10.2 0.0 0.0
Approach LOS B
Intersection Summary
Average Delay 1.2
Intersection Capacity Utilization 18.1% ICU Level of Service A
Analysis Period (min) 15
13: Olive & Canyon West HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 30 0 18 47 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 35 0 21 55 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 35 133 35
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 35 133 35
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 99 100 100
cM capacity (veh/h) 1576 849 1037
Direction, Lane # EB 1 WB 1
Volume Total 35 76
Volume Left 0 21
Volume Right 0 0
cSH 1700 1576
Volume to Capacity 0.02 0.01
Queue Length 95th (ft) 0 1
Control Delay (s) 0.0 2.1
Lane LOS A
Approach Delay (s) 0.0 2.1
Approach LOS
Intersection Summary
Average Delay 1.4
Intersection Capacity Utilization 13.5% ICU Level of Service A
Analysis Period (min) 15
13: Olive & Canyon West HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 39 3 41 49 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 46 4 48 58 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 49 202 48
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 49 202 48
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 97 100 100
cM capacity (veh/h) 1557 762 1021
Direction, Lane # EB 1 WB 1
Volume Total 49 106
Volume Left 0 48
Volume Right 4 0
cSH 1700 1557
Volume to Capacity 0.03 0.03
Queue Length 95th (ft) 0 2
Control Delay (s) 0.0 3.5
Lane LOS A
Approach Delay (s) 0.0 3.5
Approach LOS
Intersection Summary
Average Delay 2.4
Intersection Capacity Utilization 14.8% ICU Level of Service A
Analysis Period (min) 15
18: Olive & Canyon East HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 1 92 26 0 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 1 108 31 0 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 31 141 31
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 31 141 31
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 100 100 100
cM capacity (veh/h) 1582 851 1044
Direction, Lane # EB 1 WB 1
Volume Total 109 31
Volume Left 1 0
Volume Right 0 0
cSH 1582 1700
Volume to Capacity 0.00 0.02
Queue Length 95th (ft) 0 0
Control Delay (s) 0.1 0.0
Lane LOS A
Approach Delay (s) 0.1 0.0
Approach LOS
Intersection Summary
Average Delay 0.1
Intersection Capacity Utilization 9.0% ICU Level of Service A
Analysis Period (min) 15
18: Olive & Canyon East HCM Unsignalized Intersection Capacity Analysis
Short Bkgrd PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 0 113 74 1 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 0 133 87 1 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 88 221 88
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 88 221 88
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 100 100 100
cM capacity (veh/h) 1507 768 971
Direction, Lane # EB 1 WB 1
Volume Total 133 88
Volume Left 0 0
Volume Right 0 1
cSH 1507 1700
Volume to Capacity 0.00 0.05
Queue Length 95th (ft) 0 0
Control Delay (s) 0.0 0.0
Lane LOS
Approach Delay (s) 0.0 0.0
Approach LOS
Intersection Summary
Average Delay 0.0
Intersection Capacity Utilization 9.3% ICU Level of Service A
Analysis Period (min) 15
APPENDIX D
3: Magnolia & Canyon HCM Unsignalized Intersection Capacity Analysis
Short Total AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR
Lane Configurations
Sign Control Stop Stop Free Free
Grade 0% 0% 0% 0%
Volume (veh/h) 13 27 13 12 14 10 14 106 37 1 15 2
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 15 32 15 14 16 12 16 125 44 1 18 2
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 571
pX, platoon unblocked
vC, conflicting volume 136 222 10 222 202 84 20 168
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 136 222 10 222 202 84 20 168
tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2
p0 queue free % 98 95 99 98 98 99 99 100
cM capacity (veh/h) 789 668 1069 673 686 958 1595 1407
Direction, Lane # EB 1 WB 1 NE 1 NE 2 SW 1 SW 2
Volume Total 62 42 79 106 10 11
Volume Left 15 14 16 0 1 0
Volume Right 15 12 0 44 0 2
cSH 767 740 1595 1700 1407 1700
Volume to Capacity 0.08 0.06 0.01 0.06 0.00 0.01
Queue Length 95th (ft) 751000
Control Delay (s) 10.1 10.2 1.6 0.0 0.9 0.0
Lane LOS B B A A
Approach Delay (s) 10.1 10.2 0.7 0.4
Approach LOS B B
Intersection Summary
Average Delay 3.8
Intersection Capacity Utilization 18.0% ICU Level of Service A
Analysis Period (min) 15
3: Magnolia & Canyon HCM Unsignalized Intersection Capacity Analysis
Short Total PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NEL NET NER SWL SWT SWR
Lane Configurations
Sign Control Stop Stop Free Free
Grade 0% 0% 0% 0%
Volume (veh/h) 11 43 27 47 42 4 7 32 24 13 59 11
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 13 51 32 55 49 5 8 38 28 15 69 13
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 571
pX, platoon unblocked
vC, conflicting volume 171 189 41 191 181 33 82 66
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 171 189 41 191 181 33 82 66
tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2
p0 queue free % 98 93 97 92 93 100 99 99
cM capacity (veh/h) 722 694 1021 680 701 1033 1513 1534
Direction, Lane # EB 1 WB 1 NE 1 NE 2 SW 1 SW 2
Volume Total 95 109 27 47 50 48
Volume Left 13 55 8 0 15 0
Volume Right 32 5 0 28 0 13
cSH 782 700 1513 1700 1534 1700
Volume to Capacity 0.12 0.16 0.01 0.03 0.01 0.03
Queue Length 95th (ft) 10 14 0010
Control Delay (s) 10.2 11.1 2.3 0.0 2.3 0.0
Lane LOS B B A A
Approach Delay (s) 10.2 11.1 0.8 1.2
Approach LOS B B
Intersection Summary
Average Delay 6.3
Intersection Capacity Utilization 25.8% ICU Level of Service A
Analysis Period (min) 15
7: Magnolia & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Total AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 2 53 12 7 30 22 34 150 24 34 21 8
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.87 0.87 0.87
Hourly flow rate (vph) 2 62 14 8 35 26 40 176 28 39 24 9
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 79 69 245 72
Volume Left (vph) 2 8 40 39
Volume Right (vph) 14 26 28 9
Hadj (s) -0.07 -0.17 0.00 0.07
Departure Headway (s) 4.7 4.6 4.3 4.6
Degree Utilization, x 0.10 0.09 0.30 0.09
Capacity (veh/h) 713 725 800 738
Control Delay (s) 8.2 8.0 9.1 8.1
Approach Delay (s) 8.2 8.0 9.1 8.1
Approach LOS AAAA
Intersection Summary
Delay 8.6
HCM Level of Service A
Intersection Capacity Utilization 24.4% ICU Level of Service A
Analysis Period (min) 15
7: Magnolia & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Total PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 4 61 29 31 41 24 6 59 25 67 118 24
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 5 72 34 36 48 28 7 69 29 79 139 28
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 111 113 106 246
Volume Left (vph) 5 36 7 79
Volume Right (vph) 34 28 29 28
Hadj (s) -0.14 -0.05 -0.12 0.03
Departure Headway (s) 4.8 4.8 4.6 4.6
Degree Utilization, x 0.15 0.15 0.14 0.32
Capacity (veh/h) 694 683 724 739
Control Delay (s) 8.6 8.7 8.4 9.7
Approach Delay (s) 8.6 8.7 8.4 9.7
Approach LOS AAAA
Intersection Summary
Delay 9.1
HCM Level of Service A
Intersection Capacity Utilization 36.7% ICU Level of Service A
Analysis Period (min) 15
17: Canyon North & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Total AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 6 2 189 7 1 80
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 7 2 222 8 1 94
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 323 226 231
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 323 226 231
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 99 100 100
cM capacity (veh/h) 670 813 1337
Direction, Lane # WB 1 NB 1 SB 1
Volume Total 9 231 95
Volume Left 7 0 1
Volume Right 2 8 0
cSH 701 1700 1337
Volume to Capacity 0.01 0.14 0.00
Queue Length 95th (ft) 1 0 0
Control Delay (s) 10.2 0.0 0.1
Lane LOS B A
Approach Delay (s) 10.2 0.0 0.1
Approach LOS B
Intersection Summary
Average Delay 0.3
Intersection Capacity Utilization 20.4% ICU Level of Service A
Analysis Period (min) 15
17: Canyon North & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Total PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 13 0 126 1 1 145
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 15 0 148 1 1 171
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 322 149 149
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 322 149 149
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 98 100 100
cM capacity (veh/h) 671 898 1432
Direction, Lane # WB 1 NB 1 SB 1
Volume Total 15 149 172
Volume Left 15 0 1
Volume Right 0 1 0
cSH 671 1700 1432
Volume to Capacity 0.02 0.09 0.00
Queue Length 95th (ft) 2 0 0
Control Delay (s) 10.5 0.0 0.1
Lane LOS B A
Approach Delay (s) 10.5 0.0 0.1
Approach LOS B
Intersection Summary
Average Delay 0.5
Intersection Capacity Utilization 18.4% ICU Level of Service A
Analysis Period (min) 15
8: Olive & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Total AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 3 22 5 7 22 5 36 188 58 14 52 20
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 4 26 6 8 26 6 42 221 68 16 61 24
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 35 40 332 101
Volume Left (vph) 4 8 42 16
Volume Right (vph) 6 6 68 24
Hadj (s) -0.05 -0.01 -0.06 -0.07
Departure Headway (s) 4.9 4.9 4.1 4.4
Degree Utilization, x 0.05 0.05 0.38 0.12
Capacity (veh/h) 671 668 851 790
Control Delay (s) 8.1 8.2 9.7 8.0
Approach Delay (s) 8.1 8.2 9.7 8.0
Approach LOS AAAA
Intersection Summary
Delay 9.1
HCM Level of Service A
Intersection Capacity Utilization 29.3% ICU Level of Service A
Analysis Period (min) 15
8: Olive & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Total PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Sign Control Stop Stop Stop Stop
Volume (vph) 6 28 5 25 46 4 12 117 65 28 96 34
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 7 33 6 29 54 5 14 138 76 33 113 40
Direction, Lane # EB 1 WB 1 NB 1 SB 1
Volume Total (vph) 46 88 228 186
Volume Left (vph) 7 29 14 33
Volume Right (vph) 6 5 76 40
Hadj (s) -0.01 0.07 -0.15 -0.06
Departure Headway (s) 4.9 5.0 4.3 4.4
Degree Utilization, x 0.06 0.12 0.27 0.23
Capacity (veh/h) 655 662 803 772
Control Delay (s) 8.3 8.7 8.9 8.8
Approach Delay (s) 8.3 8.7 8.9 8.8
Approach LOS AAAA
Intersection Summary
Delay 8.8
HCM Level of Service A
Intersection Capacity Utilization 31.1% ICU Level of Service A
Analysis Period (min) 15
15: Canyon South & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Total AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 69 7 0 213 65 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 81 8 0 251 76 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 327 76 76
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 327 76 76
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 88 99 100
cM capacity (veh/h) 667 985 1522
Direction, Lane # EB 1 NB 1 SB 1
Volume Total 89 251 76
Volume Left 81 0 0
Volume Right 8 0 0
cSH 688 1700 1700
Volume to Capacity 0.13 0.15 0.04
Queue Length 95th (ft) 11 0 0
Control Delay (s) 11.0 0.0 0.0
Lane LOS B
Approach Delay (s) 11.0 0.0 0.0
Approach LOS B
Intersection Summary
Average Delay 2.4
Intersection Capacity Utilization 22.1% ICU Level of Service A
Analysis Period (min) 15
15: Canyon South & Meldrum HCM Unsignalized Intersection Capacity Analysis
Short Total PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Sign Control Stop Free Free
Grade 0% 0% 0%
Volume (veh/h) 37 15 0 157 126 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 44 18 0 185 148 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 333 148 148
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 333 148 148
tC, single (s) 6.4 6.2 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 93 98 100
cM capacity (veh/h) 662 899 1433
Direction, Lane # EB 1 NB 1 SB 1
Volume Total 61 185 148
Volume Left 44 0 0
Volume Right 18 0 0
cSH 716 1700 1700
Volume to Capacity 0.09 0.11 0.09
Queue Length 95th (ft) 7 0 0
Control Delay (s) 10.5 0.0 0.0
Lane LOS B
Approach Delay (s) 10.5 0.0 0.0
Approach LOS B
Intersection Summary
Average Delay 1.6
Intersection Capacity Utilization 18.3% ICU Level of Service A
Analysis Period (min) 15
13: Olive & Canyon West HCM Unsignalized Intersection Capacity Analysis
Short Total AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 30 0 31 47 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 35 0 36 55 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 35 164 35
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 35 164 35
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 98 100 100
cM capacity (veh/h) 1576 808 1037
Direction, Lane # EB 1 WB 1
Volume Total 35 92
Volume Left 0 36
Volume Right 0 0
cSH 1700 1576
Volume to Capacity 0.02 0.02
Queue Length 95th (ft) 0 2
Control Delay (s) 0.0 3.0
Lane LOS A
Approach Delay (s) 0.0 3.0
Approach LOS
Intersection Summary
Average Delay 2.2
Intersection Capacity Utilization 14.2% ICU Level of Service A
Analysis Period (min) 15
13: Olive & Canyon West HCM Unsignalized Intersection Capacity Analysis
Short Total PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 39 3 43 49 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 46 4 51 58 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 49 206 48
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 49 206 48
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 97 100 100
cM capacity (veh/h) 1557 757 1021
Direction, Lane # EB 1 WB 1
Volume Total 49 108
Volume Left 0 51
Volume Right 4 0
cSH 1700 1557
Volume to Capacity 0.03 0.03
Queue Length 95th (ft) 0 3
Control Delay (s) 0.0 3.6
Lane LOS A
Approach Delay (s) 0.0 3.6
Approach LOS
Intersection Summary
Average Delay 2.5
Intersection Capacity Utilization 15.0% ICU Level of Service A
Analysis Period (min) 15
18: Olive & Canyon East HCM Unsignalized Intersection Capacity Analysis
Short Total AM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 1 93 34 0 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 1 109 40 0 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 40 152 40
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 40 152 40
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 100 100 100
cM capacity (veh/h) 1570 839 1031
Direction, Lane # EB 1 WB 1
Volume Total 111 40
Volume Left 1 0
Volume Right 0 0
cSH 1570 1700
Volume to Capacity 0.00 0.02
Queue Length 95th (ft) 0 0
Control Delay (s) 0.1 0.0
Lane LOS A
Approach Delay (s) 0.1 0.0
Approach LOS
Intersection Summary
Average Delay 0.1
Intersection Capacity Utilization 9.0% ICU Level of Service A
Analysis Period (min) 15
18: Olive & Canyon East HCM Unsignalized Intersection Capacity Analysis
Short Total PM 7/10/2012
Michael Delich Synchro 6
Matthew J. Delich , P. E. 7/10/2012
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Sign Control Free Free Stop
Grade 0% 0% 0%
Volume (veh/h) 0 121 75 1 0 0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 0 142 88 1 0 0
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type None
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume 89 231 89
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 89 231 89
tC, single (s) 4.1 6.4 6.2
tC, 2 stage (s)
tF (s) 2.2 3.5 3.3
p0 queue free % 100 100 100
cM capacity (veh/h) 1506 757 969
Direction, Lane # EB 1 WB 1
Volume Total 142 89
Volume Left 0 0
Volume Right 0 1
cSH 1506 1700
Volume to Capacity 0.00 0.05
Queue Length 95th (ft) 0 0
Control Delay (s) 0.0 0.0
Lane LOS
Approach Delay (s) 0.0 0.0
Approach LOS
Intersection Summary
Average Delay 0.0
Intersection Capacity Utilization 9.7% ICU Level of Service A
Analysis Period (min) 15
APPENDIX E
Meldrum Street
Howes Street
Mason Street
College Avenue
Sherwood Street
Whitcomb Street
Loomis Avenue
Laporte Avenue
Mountain Avenue
Oak Street
Olive Street
Magnolia Street
Mulberry Street
Canyon Avenue
SCALE: 1"=500'
PEDESTRIAN INFLUENCE AREA
DELICH
ASSOCIATES
331 S. Meldrum TIS, July 2012
Pedestrian LOS Worksheet
Project Location Classification: Pedestrian district
Level of Service (minimum based on project location classification)
Description of
Applicable Destination
Area Within 1320’
Destination
Area
Classification
Directness Continuity Street
Crossings
Visual
Interest &
Amenities
Security
Minimum A A B A A
1 Actual A A A B A
Fort Collins CBD to the
East Commercial
Proposed A A A B A
Minimum A A B A A
2 Actual A A B B A
Commercial/Residential
to the South
Commercial/
Residential
Proposed A A B B A
Minimum A A B A A
3 Actual A A A B A
Neighborhood/
Commercial to the
North
Commercial/
Residential
Proposed A A A B A
Minimum A A B A A
4 Actual A A A B A
Neighborhood to the
West Residential
Proposed A A A B A
Minimum
5 Actual
Proposed
Minimum
6 Actual
Proposed
Minimum
7 Actual
Proposed
Minimum
8 Actual
Proposed
Minimum
9 Actual
Proposed
Minimum
10 Actual
Proposed
Meldrum Street
Howes Street
Mason Street
College Avenue
Sherwood Street
Whitcomb Street
Loomis Avenue
Laporte Avenue
Mountain Avenue
Oak Street
Olive Street
Magnolia Street
Mulberry Street
Canyon Avenue
SCALE: 1"=500'
BICYCLE INFLUENCE AREA
DELICH
ASSOCIATES
331 S. Meldrum TIS, July 2012
Bicycle LOS Worksheet
Level of Service – Connectivity
Minimum Actual Proposed
Base Connectivity: C B B
Specific connections to priority sites:
Description of
Applicable Destination
Area Within 1320’
Destination
Area
Classification
1
Fort Collins CBD Commercial B B B
2
3
4
37/24
Magnolia
Sherwood
Meldrum
Olive
Canyon Canyon
East
47/49
31/43
30/39
0/3
West
North
213/157
65/126
69/37
7/15
South
33/23
Magnolia
Sherwood
Meldrum
Olive
Canyon Canyon
East
47/49
18/41
30/39
0/3
West
North
213/153
61/126
67/25
7/13
South
Magnolia
Sherwood
Meldrum
Olive
Canyon Canyon
East
44/46
17/39
29/37
0/3
West
North
203/146
58/120
64/24
7/12
South