HomeMy WebLinkAboutFOX GROVE PHASE 2 - PDP190002 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYDELICH Fox Grove, Phase 2 TIS, February 2019
ASSOCIATES Page 2
Recent peak hour traffic volumes at the Mulberry/Carriage-Camino del Mundo
intersection are shown in Figure 3. The traffic counts were obtained in January 2019. Raw
traffic data is provided in Appendix B.
The Mulberry/Carriage-Camino del Mundo intersection was evaluated and the peak
hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The
Mulberry/Carriage-Camino del Mundo intersection meets the Fort Collins operational
criteria with the existing control and geometry. The intersections were evaluated using
techniques provided in the Highway Capacity Manual, 6th Edition, ITE (2016 HCM). A
description of level of service from signalized intersections from the 2016 HCM and a table
showing the Fort Collins Motor Vehicle LOS Standards (intersections) are also provided in
Appendix C. Acceptable operation at signalized intersections during the peak hours is
defined as level of service E or better for each movement and leg, and level of service D or
better overall. Signal timing was obtained in the field. Since the minor street traffic
volumes are so low, it was difficult to determine the exact signal timing. In addition to this,
the Mulberry/Carriage-Camino del Mundo intersection may be coordinated with the
Mulberry/East Frontage Road intersection. Therefore, the minor street phases and the
eastbound/westbound left-turn phase were set at 10 seconds. The amount of green time
for Mulberry Street was dependent upon keeping the v/c ratio under 1.0. It was determined
that an overall signal timing of 90 seconds was adequate for the Mulberry/Carriage-Camino
del Mundo intersection.
PROPOSAL AND TRIP GENERATION
The site plan for the proposed Fox Grove, Phase 2 development is shown in Figure
4. The Fox Grove, Phase 2 development will consist of 47 single family dwelling units.
Access to the site will be via Fox Grove Drive to Carriage Parkway. The trip generation
was calculated using the reference document Trip Generation, 10th Edition, ITE. Table 2
shows the expected trip generation on a daily and peak hour basis for full development of
Fox Grove, Phase 2. The trip generation for Fox Grove, Phase 2 resulted in: 444 daily trip
ends, 35 morning peak hour trip ends, and 46 afternoon peak hour trip ends.
TRIP DISTRIBUTION/SITE TRAFFIC ASSIGMENT
Given the street network in the area and the site location in Fort Collins, it is
expected that the trip distribution will be as depicted in Figure 5. The trip distribution was
agreed to in the scoping discussions. Figure 6 shows the site generated peak hour traffic
at the Mulberry/Carriage-Camino del Mundo intersection.
BACKGROUND AND TOTAL TRAFFIC FORECASTS
Figure 7 shows the short range (2024) background traffic forecasts. The short
range background traffic was developed by factoring the volumes on Mulberry Street by the
adjusted CDOT 20-year factor (1.53) of 1.1325. The background traffic growth was agreed
DELICH Fox Grove, Phase 2 TIS, February 2019
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to in base assumptions packet. In addition to this, the traffic related to the remaining
dwelling units in the Fox Grove, Phase 1 development was added to the background
forecasts. Figure 8 shows the short range (2024) total (site assignment plus background)
peak hour traffic at the Mulberry/ Carriage-Camino del Mundo intersection.
AUXILIARY LANE EVAULATION
The existing intersection geometry at the Mulberry/Carriage-Camino del Mundo
intersection will be adequate and can remain.
OPERATIONS ANALYSIS
The operations analyses were performed at the Mulberry/Carriage-Camino del
Mundo intersection. The operations analyses were conducted for the short range future
reflecting a 2024 condition.
Using the traffic volumes shown in Figure 7, the Mulberry/Carriage-Camino del
Mundo intersection will operate in the short range background traffic condition as indicated
in Table 3. Calculation forms are provided in Appendix D. The Mulberry/Carriage-Camino
del Mundo intersection will meet the Fort Collins operational criteria during the peak hours.
Table 4 shows the short range (2024) total peak hour operation at the Mulberry/
Carriage-Camino del Mundo intersection using the volumes in Figure 8. The Mulberry/
Carriage-Camino del Mundo intersection will meet the Fort Collins operational criteria
during the peak hours. Calculation forms are provided in Appendix E.
PEDESTRIAN LEVEL OF SERVICE
Appendix F shows a map of the area that is within 1320 feet of Fox Grove, Phase 2.
The land uses on the west side of Interstate 25 are not considered destinations since there
is no possible pedestrian connection except using Mulberry Street. As shown in Appendix
F, two potential pedestrian destinations within 1320 feet of the Fox Grove, Phase 2 site
were identified: 1) Fox Grove, Phase 1/existing residential; 2) the residential neighborhood
to the northeast of the site (Sunflower Active Adult Community); and 3) the commercial
area to the north of the site. Appendix F contains a graphic depicting the pedestrian
influence area and these three pedestrian destinations. A pedestrian level of service
worksheet is also provided in Appendix F. There are sidewalks adjacent to all developed
properties. The minimum level of service for “other” is C for all categories. The Pedestrian
LOS will be achieved in the short range (2024) future, except for the directness category to
the Sunflower Active Adult Community, and the directness and continuity categories for the
commercial area to the north of the site. Since the Sunflower Active Adult Community is
gated and has fencing around the perimeter of the property, it is unlikely that a pedestrian
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connection will be provided. While the commercial area is within the 1320 feet, it is not
likely that sidewalks would be built through land not under control of this developer. In
addition to this, sidewalks are not complete within the commercial area itself. There is
nothing that can be done to mitigate these issues.
BICYCLE LEVEL OF SERVICE
There are no designated bicycle lanes along Mulberry Street. Carriage Parkway is
wide enough to have bicycle lanes, although not striped as such. Local streets are not
required to have bicycle lanes. The base level of service is B for the bicycle destinations.
It is concluded that level of service B is achieved.
TRANSIT LEVEL OF SERVICE
Currently this area of Fort Collins is not served by Transfort.
SUMMARY
It is concluded that the Mulberry/Carriage-Camino del Mundo intersection will meet
the Fort Collins operational criteria. This development will generate approximately 444
daily trip ends, 35 morning peak hour trip ends, and 46 afternoon peak hour trip ends. The
existing intersection geometry at the Mulberry/Carriage-Camino del Mundo intersection will
be adequate. If necessary/appropriate, Carriage Parkway can be striped as a collector
street per the Larimer County Urban Area Street Standards.
AIRPARK
DOWNTOWN
FORT
COLLINS
BURLINGTON NORTHERN RAILRO
25
Mulberry 14
Carriage
Fox Grove
Camino
del
Mundo
SCALE: 1"=2000'
SITE LOCATION Figure 1
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Fox Grove, Phase 2 TIS, February 2019
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EXISTING INTERSECTION GEOMETRY Figure 2
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Fox Grove, Phase 2 TIS, February 2019
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Mulberry (SH14)
Carriage Camino del Mundo
- Denotes Lane
AM/PM
RECENT PEAK HOUR TRAFFIC Figure 3
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Fox Grove, Phase 2 TIS, February 2019
Page 7
Mulberry (SH14)
Carriage Camino del Mundo
94/52
1/2
6/8
34/10
1/1
4/2
11/33
437/860
23/53
0/1
892/604
3/6
DELICH Fox Grove, Phase 2 TIS, February 2019
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TABLE 1
Current Peak Hour Operation
Intersection Movement Level of Service
AM PM
Mulberry/Carriage-Camino del
Mundo
(signal)
EB LT B A
EB T A B
EB RT A A
EB APPROACH A B
WB LT A B
WB T C B
WB RT A A
WB APPROACH C B
NB LT D D
NB T/RT D D
NB APPROACH D D
SB LT C C
SB T/RT D D
SB APPROACH D D
OVERALL B B
SCALE: 1"=200'
SITE PLAN Figure 4
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Fox Grove, Phase 2 TIS, February 2019
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DELICH Fox Grove, Phase 2 TIS, February 2019
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TABLE 2
Trip Generation
Code Use Size
AWDTE AM Peak Hour PM Peak Hour
Rate Trips Rate In Rate Out Rate In Rate Out
210 Single Family Detached 47 D.U. 9.44 444 0.19 9 0.55 26 0.62 29 0.37 17
Mulberry 14
Carriage
Fox Grove
90% 10%
SCALE: 1"=500'
TRIP DISTRIBUTION Figure 5
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Fox Grove, Phase 2 TIS, February 2019
Page 11
AM/PM
SITE GENERATED
PEAK HOUR TRAFFIC Figure 6
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Fox Grove, Phase 2 TIS, February 2019
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Mulberry (SH14)
Carriage Camino del Mundo
1/3
8/26
23/15
3/2
AM/PM
SHORT RANGE (2024) BACKGROUND
PEAK HOUR TRAFFIC Figure 7
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Fox Grove, Phase 2 TIS, February 2019
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Mulberry (SH14)
Carriage Camino del Mundo
126/74
1/2
10/10
34/10
1/1
4/2
11/33
495/974
35/90
0/1
1010/684
4/10
AM/PM
SHORT RANGE (2024) TOTAL
PEAK HOUR TRAFFIC Figure 8
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Fox Grove, Phase 2 TIS, February 2019
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Mulberry (SH14)
Carriage Camino del Mundo
149/89
1/2
13/12
34/10
1/1
4/2
11/33
495/974
43/116
0/1
1010/684
5/13
DELICH Fox Grove, Phase 2 TIS, February 2019
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TABLE 3
Short Range (2024) Background Peak Hour Operation
Intersection Movement Level of Service
AM PM
Mulberry/Carriage-Camino del
Mundo
(signal)
EB LT C A
EB T B C
EB RT A A
EB APPROACH B C
WB LT A B
WB T D B
WB RT A A
WB APPROACH D B
NB LT D D
NB T/RT D D
NB APPROACH D D
SB LT C C
SB T/RT D D
SB APPROACH D D
OVERALL C C
DELICH Fox Grove, Phase 2 TIS, February 2019
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TABLE 4
Short Range (2024) Total Peak Hour Operation
Intersection Movement Level of Service
AM PM
Mulberry/Carriage-Camino del
Mundo
(signal)
EB LT C A
EB T B C
EB RT A A
EB APPROACH B C
WB LT A B
WB T D B
WB RT A A
WB APPROACH D B
NB LT D D
NB T/RT D D
NB APPROACH D D
SB LT C C
SB T/RT D D
SB APPROACH D D
OVERALL C C
APPENDIX A
APPENDIX B
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
Phone: (970) 669-2061
TABULAR SUMMARY OF VEHICLE COUNTS
Date: 1/30/2019 Observer: Vickie
Day: Wednesday Jurisdiction: Fort Collins
R = right turn Intersection: Mulberry (SH14)/Carriage-Camino del Mundo
S = straight
L = left turn
Time Northbound: Carriage Southbound: Camino del Mundo: Total Eastbound: Mulberry Westbound: Mulberry 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 23 0 2 25 0 0 6 6 31 1 135 6 142 2 220 0 222 364 395
7:45 31 1 3 35 3 1 14 18 53 2 109 5 116 1 268 0 269 385 438
8:00 17 0 0 17 0 0 11 11 28 4 102 9 115 0 223 0 223 338 366
8:15 23 0 1 24 1 0 3 4 28 4 91 3 98 0 181 0 181 279 307
7:30-8:30 94 1 6 101 4 1 34 39 140 11 437 23 471 3 892 0 895 1366 1506
PHF 0.76 0.25 0.5 0.72 0.33 0.25 0.61 0.54 0.69 0.81 0.64 0.83 0.38 0.83 n/a 0.83 0.86
4:30 5 0 0 5 0 1 4 5 10 5 178 13 196 3 126 0 129 325 335
4:45 15 2 3 20 1 0 4 5 25 11 216 11 238 2 138 0 140 378 403
5:00 15 0 5 20 1 0 1 2 22 8 220 13 241 1 182 1 184 425 447
5:15 17 0 0 17 0 0 1 1 18 9 246 16 271 0 158 0 158 429 447
4:30-5:30 52 2 8 62 2 1 10 13 75 33 860 53 946 6 604 1 611 1557 1632
PHF 0.76 0.25 0.4 0.78 0.5 0.25 0.63 0.65 0.75 0.87 0.83 0.87 0.5 0.83 0.25 0.83 0.91
APPENDIX C
HCM 6th Signalized Intersection Summary Recent AM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates recent am.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 11 437 23 3 892 0 94 164134
Future Volume (veh/h) 11 437 23 3 892 0 94 164134
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 13 508 0 3 1037 0 109 10510
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
Percent Heavy Veh, % 222222222222
Cap, veh/h 295 1185 1004 641 1185 1004 277 104 0 277 104 0
Arrive On Green 0.07 0.63 0.00 0.07 0.63 0.00 0.07 0.06 0.00 0.07 0.06 0.00
Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Grp Volume(v), veh/h 13 508 0 3 1037 0 109 10510
Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Q Serve(g_s), s 0.2 12.3 0.0 0.0 41.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.2 12.3 0.0 0.0 41.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00
Lane Grp Cap(c), veh/h 295 1185 1004 641 1185 1004 277 104 0 277 104 0
V/C Ratio(X) 0.04 0.43 0.00 0.00 0.88 0.00 0.39 0.01 0.00 0.02 0.01 0.00
Avail Cap(c_a), veh/h 315 1185 1004 661 1185 1004 297 104 0 297 104 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 13.7 8.3 0.0 4.9 13.6 0.0 37.4 40.2 0.0 34.8 40.2 0.0
Incr Delay (d2), s/veh 0.1 1.1 0.0 0.0 9.2 0.0 0.9 0.0 0.0 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 4.1 0.0 0.0 15.5 0.0 2.3 0.0 0.0 0.1 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.7 9.4 0.0 4.9 22.8 0.0 38.3 40.2 0.0 34.9 40.2 0.0
LnGrp LOS BAAACADDACDA
Approach Vol, veh/h 521 1040 110 6
Approach Delay, s/veh 9.5 22.7 38.4 35.8
Approach LOS A C D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.0 62.0 9.0 10.0 9.0 62.0 9.0 10.0
Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0
Max Green Setting (Gmax), s 6.0 54.0 6.0 4.0 6.0 54.0 6.0 4.0
Max Q Clear Time (g_c+I1), s 2.0 14.3 2.0 2.0 2.2 43.1 2.0 2.0
Green Ext Time (p_c), s 0.0 3.0 0.1 0.0 0.0 5.4 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 19.7
HCM 6th LOS B
Timing Report, Sorted By Phase Recent AM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates recent am.syn
Phase Number 12345678
Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL
Lead/Lag Lead Lag Lag Lead Lead Lag Lag Lead
Lead-Lag Optimize Yes Yes Yes Yes
Recall Mode Min C-Max Min Min Min C-Max Min Min
Maximum Split (s) 10 60 10 10 10 60 10 10
Maximum Split (%) 11.1% 66.7% 11.1% 11.1% 11.1% 66.7% 11.1% 11.1%
Minimum Split (s) 9.5 22.5 9.5 10 9.5 22.5 9.5 10
Yellow Time (s) 34343434
All-Red Time (s) 12121212
Minimum Initial (s) 55545554
Vehicle Extension (s) 33333333
Minimum Gap (s) 33333333
Time Before Reduce (s) 00000000
Time To Reduce (s) 00000000
Walk Time (s) 4 4
Flash Dont Walk (s) 11 11
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 12.5 22.5 2.5 82.5 12.5 22.5 2.5 82.5
End Time (s) 22.5 82.5 12.5 2.5 22.5 82.5 12.5 2.5
Yield/Force Off (s) 18.5 76.5 8.5 86.5 18.5 76.5 8.5 86.5
Yield/Force Off 170(s) 18.5 65.5 8.5 86.5 18.5 65.5 8.5 86.5
Local Start Time (s) 80 0 70 60 80 0 70 60
Local Yield (s) 86 54 76 64 86 54 76 64
Local Yield 170(s) 86 43 76 64 86 43 76 64
Intersection Summary
Cycle Length 90
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 22.5 (25%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Splits and Phases: 3: Carriage/Camino del Mundo & Mulberry (SH14)
Queues Recent AM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates recent am.syn
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 13 508 27 3 1037 109 8 5 41
v/c Ratio 0.06 0.44 0.03 0.00 0.90 0.44 0.08 0.02 0.33
Control Delay 3.5 10.5 0.0 3.0 27.8 38.9 27.1 30.2 21.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 3.5 10.5 0.0 3.0 27.8 38.9 27.1 30.2 21.3
Queue Length 50th (ft) 2 136 0 0 459 54 1 2 1
Queue Length 95th (ft) 5 193 0 2 #730 97 14 11 30
Internal Link Dist (ft) 819 874 233 225
Turn Bay Length (ft) 150 225 100 60 25
Base Capacity (vph) 223 1153 1030 619 1150 253 96 253 126
Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.06 0.44 0.03 0.00 0.90 0.43 0.08 0.02 0.33
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
HCM 6th Signalized Intersection Summary Recent PM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates recent pm.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 33 860 53 6 604 1 52 282110
Future Volume (veh/h) 33 860 53 6 604 1 52 282110
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 36 945 0 7 664 0 57 20210
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 222222222222
Cap, veh/h 532 1185 1004 352 1185 1004 277 104 0 276 104 0
Arrive On Green 0.07 0.63 0.00 0.07 0.63 0.00 0.07 0.06 0.00 0.07 0.06 0.00
Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Grp Volume(v), veh/h 36 945 0 7 664 0 57 20210
Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Q Serve(g_s), s 0.6 33.7 0.0 0.1 18.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.6 33.7 0.0 0.1 18.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00
Lane Grp Cap(c), veh/h 532 1185 1004 352 1185 1004 277 104 0 276 104 0
V/C Ratio(X) 0.07 0.80 0.00 0.02 0.56 0.00 0.21 0.02 0.00 0.01 0.01 0.00
Avail Cap(c_a), veh/h 551 1185 1004 372 1185 1004 297 104 0 296 104 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 6.1 12.2 0.0 10.5 9.4 0.0 36.2 40.2 0.0 34.8 40.2 0.0
Incr Delay (d2), s/veh 0.1 5.6 0.0 0.0 1.9 0.0 0.4 0.1 0.0 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 12.1 0.0 0.0 6.1 0.0 1.2 0.0 0.0 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.1 17.9 0.0 10.5 11.3 0.0 36.5 40.3 0.0 34.8 40.2 0.0
LnGrp LOS ABABBADDACDA
Approach Vol, veh/h 981 671 59 3
Approach Delay, s/veh 17.4 11.3 36.7 36.6
Approach LOS B B D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.0 62.0 9.0 10.0 9.0 62.0 9.0 10.0
Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0
Max Green Setting (Gmax), s 6.0 54.0 6.0 4.0 6.0 54.0 6.0 4.0
Max Q Clear Time (g_c+I1), s 2.1 35.7 2.0 2.0 2.6 20.2 2.0 2.1
Green Ext Time (p_c), s 0.0 6.3 0.0 0.0 0.0 4.3 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 15.7
HCM 6th LOS B
Timing Report, Sorted By Phase Recent PM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates recent pm.syn
Phase Number 12345678
Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL
Lead/Lag Lead Lag Lag Lead Lead Lag Lag Lead
Lead-Lag Optimize Yes Yes Yes Yes
Recall Mode Min C-Max Min Min Min C-Max Min Min
Maximum Split (s) 10 60 10 10 10 60 10 10
Maximum Split (%) 11.1% 66.7% 11.1% 11.1% 11.1% 66.7% 11.1% 11.1%
Minimum Split (s) 9.5 22.5 9.5 10 9.5 22.5 9.5 10
Yellow Time (s) 34343434
All-Red Time (s) 12121212
Minimum Initial (s) 55545554
Vehicle Extension (s) 33333333
Minimum Gap (s) 33333333
Time Before Reduce (s) 00000000
Time To Reduce (s) 00000000
Walk Time (s) 4 4
Flash Dont Walk (s) 11 11
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 12.5 22.5 2.5 82.5 12.5 22.5 2.5 82.5
End Time (s) 22.5 82.5 12.5 2.5 22.5 82.5 12.5 2.5
Yield/Force Off (s) 18.5 76.5 8.5 86.5 18.5 76.5 8.5 86.5
Yield/Force Off 170(s) 18.5 65.5 8.5 86.5 18.5 65.5 8.5 86.5
Local Start Time (s) 80 0 70 60 80 0 70 60
Local Yield (s) 86 54 76 64 86 54 76 64
Local Yield 170(s) 86 43 76 64 86 43 76 64
Intersection Summary
Cycle Length 90
Control Type Actuated-Coordinated
Natural Cycle 80
Offset: 22.5 (25%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Splits and Phases: 3: Carriage/Camino del Mundo & Mulberry (SH14)
Queues Recent PM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates recent pm.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT
Lane Group Flow (vph) 36 945 58 7 664 1 57 11 2 12
v/c Ratio 0.07 0.82 0.06 0.02 0.58 0.00 0.23 0.11 0.01 0.12
Control Delay 3.3 20.8 0.1 3.2 12.9 0.0 34.0 27.5 30.0 25.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 3.3 20.8 0.1 3.2 12.9 0.0 34.0 27.5 30.0 25.5
Queue Length 50th (ft) 4 374 0 1 204 0 28 1 1 1
Queue Length 95th (ft) 11 581 0 4 307 0 61 18 7 18
Internal Link Dist (ft) 819 874 233 225
Turn Bay Length (ft) 150 225 100 150 60 25
Base Capacity (vph) 496 1155 1032 293 1149 1027 253 99 253 99
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.07 0.82 0.06 0.02 0.58 0.00 0.23 0.11 0.01 0.12
Intersection Summary
SIGNALIZED INTERSECTIONS
Level-of-Service Average Total Delay
sec/veh
A < 10
B > 10 and < 20
C > 20 and < 35
D > 35 and < 55
E > 55 and < 80
F > 80
Table 4-3
Fort Collins (GMA and City Limits)
Motor Vehicle LOS Standards (Intersections)
Overall
Any
Approach Leg
Any
Movement
Signalized D1
E E2
Unsignalized E3 F4
Arterial/Arterial
Collector/Collector
Unsignalized D3 F4
Arterial/Collector
Arterial/Local
Collector/Local
Local/Local
Roundabout E3,5 E5,4 E5
1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable
2 Applicable with at least 5% of total entering volume
3 Use weighed average to identify overall delay
4 Mitigation may be required
5 Apply unsignalized delay value thresholds to determine LOS
APPENDIX D
HCM 6th Signalized Intersection Summary Short Bkgrd AM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates sb am.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 11 495 35 4 1010 0 126 1 10 4 1 34
Future Volume (veh/h) 11 495 35 4 1010 0 126 1 10 4 1 34
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 13 576 0 5 1174 0 147 10510
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
Percent Heavy Veh, % 222222222222
Cap, veh/h 206 1185 1004 592 1185 1004 277 104 0 277 104 0
Arrive On Green 0.07 0.63 0.00 0.07 0.63 0.00 0.07 0.06 0.00 0.07 0.06 0.00
Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Grp Volume(v), veh/h 13 576 0 5 1174 0 147 10510
Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Q Serve(g_s), s 0.2 14.7 0.0 0.1 55.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.2 14.7 0.0 0.1 55.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00
Lane Grp Cap(c), veh/h 206 1185 1004 592 1185 1004 277 104 0 277 104 0
V/C Ratio(X) 0.06 0.49 0.00 0.01 0.99 0.00 0.53 0.01 0.00 0.02 0.01 0.00
Avail Cap(c_a), veh/h 226 1185 1004 612 1185 1004 297 104 0 297 104 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 21.7 8.7 0.0 5.3 16.2 0.0 37.9 40.2 0.0 34.8 40.2 0.0
Incr Delay (d2), s/veh 0.1 1.4 0.0 0.0 24.1 0.0 1.6 0.0 0.0 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 4.9 0.0 0.0 24.9 0.0 3.1 0.0 0.0 0.1 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.9 10.2 0.0 5.3 40.4 0.0 39.5 40.2 0.0 34.9 40.2 0.0
LnGrp LOS C B A A D A D D A C D A
Approach Vol, veh/h 589 1179 148 6
Approach Delay, s/veh 10.4 40.2 39.5 35.8
Approach LOS B D D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.0 62.0 9.0 10.0 9.0 62.0 9.0 10.0
Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0
Max Green Setting (Gmax), s 6.0 54.0 6.0 4.0 6.0 54.0 6.0 4.0
Max Q Clear Time (g_c+I1), s 2.1 16.7 2.0 2.0 2.2 57.6 2.0 2.0
Green Ext Time (p_c), s 0.0 3.6 0.1 0.0 0.0 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 31.0
HCM 6th LOS C
Timing Report, Sorted By Phase Short Bkgrd AM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates sb am.syn
Phase Number 12345678
Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL
Lead/Lag Lead Lag Lag Lead Lead Lag Lag Lead
Lead-Lag Optimize Yes Yes Yes Yes
Recall Mode Min C-Max Min Min Min C-Max Min Min
Maximum Split (s) 10 60 10 10 10 60 10 10
Maximum Split (%) 11.1% 66.7% 11.1% 11.1% 11.1% 66.7% 11.1% 11.1%
Minimum Split (s) 9.5 22.5 9.5 10 9.5 22.5 9.5 10
Yellow Time (s) 34343434
All-Red Time (s) 12121212
Minimum Initial (s) 55545554
Vehicle Extension (s) 33333333
Minimum Gap (s) 33333333
Time Before Reduce (s) 00000000
Time To Reduce (s) 00000000
Walk Time (s) 4 4
Flash Dont Walk (s) 11 11
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 12.5 22.5 2.5 82.5 12.5 22.5 2.5 82.5
End Time (s) 22.5 82.5 12.5 2.5 22.5 82.5 12.5 2.5
Yield/Force Off (s) 18.5 76.5 8.5 86.5 18.5 76.5 8.5 86.5
Yield/Force Off 170(s) 18.5 65.5 8.5 86.5 18.5 65.5 8.5 86.5
Local Start Time (s) 80 0 70 60 80 0 70 60
Local Yield (s) 86 54 76 64 86 54 76 64
Local Yield 170(s) 86 43 76 64 86 43 76 64
Intersection Summary
Cycle Length 90
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 22.5 (25%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Splits and Phases: 3: Carriage/Camino del Mundo & Mulberry (SH14)
Queues Short Bkgrd AM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates sb am.syn
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 13 576 41 5 1174 147 13 5 41
v/c Ratio 0.06 0.50 0.04 0.01 1.02 0.59 0.13 0.02 0.33
Control Delay 3.5 11.5 0.1 3.0 51.6 44.3 24.8 30.0 21.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 3.5 11.5 0.1 3.0 51.6 44.3 24.8 30.0 21.3
Queue Length 50th (ft) 2 165 0 1 ~718 75 1 2 1
Queue Length 95th (ft) 5 230 0 3 #893 126 18 11 30
Internal Link Dist (ft) 819 874 233 225
Turn Bay Length (ft) 150 225 100 60 25
Base Capacity (vph) 223 1150 1028 563 1148 253 100 253 126
Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.06 0.50 0.04 0.01 1.02 0.58 0.13 0.02 0.33
Intersection Summary
~ 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.
HCM 6th Signalized Intersection Summary Short Bkgrd PM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates sb pm.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 33 974 90 10 684 1 74 2 10 2 1 10
Future Volume (veh/h) 33 974 90 10 684 1 74 2 10 2 1 10
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 36 1070 43 11 752 0 81 20210
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 222222222222
Cap, veh/h 474 1185 1004 271 1185 1004 277 104 0 276 104 0
Arrive On Green 0.07 0.63 0.63 0.07 0.63 0.00 0.07 0.06 0.00 0.07 0.06 0.00
Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Grp Volume(v), veh/h 36 1070 43 11 752 0 81 20210
Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Q Serve(g_s), s 0.6 44.1 0.5 0.2 22.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.6 44.1 0.5 0.2 22.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00
Lane Grp Cap(c), veh/h 474 1185 1004 271 1185 1004 277 104 0 276 104 0
V/C Ratio(X) 0.08 0.90 0.04 0.04 0.63 0.00 0.29 0.02 0.00 0.01 0.01 0.00
Avail Cap(c_a), veh/h 493 1185 1004 291 1185 1004 297 104 0 296 104 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 7.0 14.1 1.7 15.1 10.1 0.0 36.8 40.2 0.0 34.8 40.2 0.0
Incr Delay (d2), s/veh 0.1 11.3 0.1 0.1 2.6 0.0 0.6 0.1 0.0 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 17.1 0.3 0.1 7.6 0.0 1.7 0.0 0.0 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.1 25.4 1.7 15.2 12.7 0.0 37.4 40.3 0.0 34.8 40.2 0.0
LnGrp LOS A C ABBADDACDA
Approach Vol, veh/h 1149 763 83 3
Approach Delay, s/veh 24.0 12.8 37.5 36.6
Approach LOS C B D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.0 62.0 9.0 10.0 9.0 62.0 9.0 10.0
Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0
Max Green Setting (Gmax), s 6.0 54.0 6.0 4.0 6.0 54.0 6.0 4.0
Max Q Clear Time (g_c+I1), s 2.2 46.1 2.0 2.0 2.6 24.2 2.0 2.1
Green Ext Time (p_c), s 0.0 4.5 0.1 0.0 0.0 5.1 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 20.3
HCM 6th LOS C
Timing Report, Sorted By Phase Short Bkgrd PM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates sb pm.syn
Phase Number 12345678
Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL
Lead/Lag Lead Lag Lag Lead Lead Lag Lag Lead
Lead-Lag Optimize Yes Yes Yes Yes
Recall Mode Min C-Max Min Min Min C-Max Min Min
Maximum Split (s) 10 60 10 10 10 60 10 10
Maximum Split (%) 11.1% 66.7% 11.1% 11.1% 11.1% 66.7% 11.1% 11.1%
Minimum Split (s) 9.5 22.5 9.5 10 9.5 22.5 9.5 10
Yellow Time (s) 34343434
All-Red Time (s) 12121212
Minimum Initial (s) 55545554
Vehicle Extension (s) 33333333
Minimum Gap (s) 33333333
Time Before Reduce (s) 00000000
Time To Reduce (s) 00000000
Walk Time (s) 4 4
Flash Dont Walk (s) 11 11
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 12.5 22.5 2.5 82.5 12.5 22.5 2.5 82.5
End Time (s) 22.5 82.5 12.5 2.5 22.5 82.5 12.5 2.5
Yield/Force Off (s) 18.5 76.5 8.5 86.5 18.5 76.5 8.5 86.5
Yield/Force Off 170(s) 18.5 65.5 8.5 86.5 18.5 65.5 8.5 86.5
Local Start Time (s) 80 0 70 60 80 0 70 60
Local Yield (s) 86 54 76 64 86 54 76 64
Local Yield 170(s) 86 43 76 64 86 43 76 64
Intersection Summary
Cycle Length 90
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 22.5 (25%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Splits and Phases: 3: Carriage/Camino del Mundo & Mulberry (SH14)
Queues Short Bkgrd PM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates sb pm.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT
Lane Group Flow (vph) 36 1070 99 11 752 1 81 13 2 12
v/c Ratio 0.08 0.93 0.10 0.05 0.66 0.00 0.33 0.13 0.01 0.12
Control Delay 3.4 31.2 0.9 3.5 14.6 0.0 36.0 26.3 30.0 25.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 3.4 31.2 0.9 3.5 14.6 0.0 36.0 26.3 30.0 25.5
Queue Length 50th (ft) 4 493 0 1 250 0 40 1 1 1
Queue Length 95th (ft) 11 #836 10 5 377 0 81 20 7 18
Internal Link Dist (ft) 819 874 233 225
Turn Bay Length (ft) 150 225 100 150 60 25
Base Capacity (vph) 428 1152 1030 223 1148 1027 253 100 253 99
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.08 0.93 0.10 0.05 0.66 0.00 0.32 0.13 0.01 0.12
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
APPENDIX E
HCM 6th Signalized Intersection Summary Short Total AM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates st am.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 11 495 43 5 1010 0 149 1 13 4 1 34
Future Volume (veh/h) 11 495 43 5 1010 0 149 1 13 4 1 34
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 13 576 0 6 1174 0 173 10510
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
Percent Heavy Veh, % 222222222222
Cap, veh/h 206 1185 1004 592 1185 1004 277 104 0 277 104 0
Arrive On Green 0.07 0.63 0.00 0.07 0.63 0.00 0.07 0.06 0.00 0.07 0.06 0.00
Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Grp Volume(v), veh/h 13 576 0 6 1174 0 173 10510
Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Q Serve(g_s), s 0.2 14.7 0.0 0.1 55.6 0.0 0.2 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.2 14.7 0.0 0.1 55.6 0.0 0.2 0.0 0.0 0.0 0.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00
Lane Grp Cap(c), veh/h 206 1185 1004 592 1185 1004 277 104 0 277 104 0
V/C Ratio(X) 0.06 0.49 0.00 0.01 0.99 0.00 0.63 0.01 0.00 0.02 0.01 0.00
Avail Cap(c_a), veh/h 226 1185 1004 612 1185 1004 297 104 0 297 104 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 21.7 8.7 0.0 5.3 16.2 0.0 38.1 40.2 0.0 34.8 40.2 0.0
Incr Delay (d2), s/veh 0.1 1.4 0.0 0.0 24.1 0.0 3.7 0.0 0.0 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 4.9 0.0 0.0 24.9 0.0 3.8 0.0 0.0 0.1 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.9 10.2 0.0 5.3 40.4 0.0 41.8 40.2 0.0 34.9 40.2 0.0
LnGrp LOS C B A A D A D D A C D A
Approach Vol, veh/h 589 1180 174 6
Approach Delay, s/veh 10.4 40.2 41.8 35.8
Approach LOS B D D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.0 62.0 9.0 10.0 9.0 62.0 9.0 10.0
Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0
Max Green Setting (Gmax), s 6.0 54.0 6.0 4.0 6.0 54.0 6.0 4.0
Max Q Clear Time (g_c+I1), s 2.1 16.7 2.2 2.0 2.2 57.6 2.0 2.0
Green Ext Time (p_c), s 0.0 3.6 0.2 0.0 0.0 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 31.3
HCM 6th LOS C
Timing Report, Sorted By Phase Short Total AM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates st am.syn
Phase Number 12345678
Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL
Lead/Lag Lead Lag Lag Lead Lead Lag Lag Lead
Lead-Lag Optimize Yes Yes Yes Yes
Recall Mode Min C-Max Min Min Min C-Max Min Min
Maximum Split (s) 10 60 10 10 10 60 10 10
Maximum Split (%) 11.1% 66.7% 11.1% 11.1% 11.1% 66.7% 11.1% 11.1%
Minimum Split (s) 9.5 22.5 9.5 10 9.5 22.5 9.5 10
Yellow Time (s) 34343434
All-Red Time (s) 12121212
Minimum Initial (s) 55545554
Vehicle Extension (s) 33333333
Minimum Gap (s) 33333333
Time Before Reduce (s) 00000000
Time To Reduce (s) 00000000
Walk Time (s) 4 4
Flash Dont Walk (s) 11 11
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 12.5 22.5 2.5 82.5 12.5 22.5 2.5 82.5
End Time (s) 22.5 82.5 12.5 2.5 22.5 82.5 12.5 2.5
Yield/Force Off (s) 18.5 76.5 8.5 86.5 18.5 76.5 8.5 86.5
Yield/Force Off 170(s) 18.5 65.5 8.5 86.5 18.5 65.5 8.5 86.5
Local Start Time (s) 80 0 70 60 80 0 70 60
Local Yield (s) 86 54 76 64 86 54 76 64
Local Yield 170(s) 86 43 76 64 86 43 76 64
Intersection Summary
Cycle Length 90
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 22.5 (25%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Splits and Phases: 3: Carriage/Camino del Mundo & Mulberry (SH14)
Queues Short Total AM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates st am.syn
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT
Lane Group Flow (vph) 13 576 50 6 1174 173 16 5 41
v/c Ratio 0.06 0.50 0.05 0.01 1.03 0.68 0.16 0.02 0.33
Control Delay 3.5 11.5 0.1 3.0 52.6 49.8 23.6 30.0 21.3
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 3.5 11.5 0.1 3.0 52.6 49.8 23.6 30.0 21.3
Queue Length 50th (ft) 2 165 0 1 ~718 89 1 2 1
Queue Length 95th (ft) 5 230 0 3 #893 #155 20 11 30
Internal Link Dist (ft) 819 874 233 225
Turn Bay Length (ft) 150 225 100 60 25
Base Capacity (vph) 223 1147 1026 561 1145 253 103 253 126
Starvation Cap Reductn 000000000
Spillback Cap Reductn 000000000
Storage Cap Reductn 000000000
Reduced v/c Ratio 0.06 0.50 0.05 0.01 1.03 0.68 0.16 0.02 0.33
Intersection Summary
~ 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.
HCM 6th Signalized Intersection Summary Short Total PM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates st pm.syn
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 33 974 115 13 684 1 89 2 12 2 1 10
Future Volume (veh/h) 33 974 115 13 684 1 89 2 12 2 1 10
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 36 1070 70 14 752 0 98 20210
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 222222222222
Cap, veh/h 474 1185 1004 269 1185 1004 277 104 0 276 104 0
Arrive On Green 0.07 0.63 0.63 0.07 0.63 0.00 0.07 0.06 0.00 0.07 0.06 0.00
Sat Flow, veh/h 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Grp Volume(v), veh/h 36 1070 70 14 752 0 98 20210
Grp Sat Flow(s),veh/h/ln 1781 1870 1585 1781 1870 1585 1781 1870 0 1781 1870 0
Q Serve(g_s), s 0.6 44.1 0.8 0.2 22.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.6 44.1 0.8 0.2 22.2 0.0 0.0 0.1 0.0 0.0 0.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00
Lane Grp Cap(c), veh/h 474 1185 1004 269 1185 1004 277 104 0 276 104 0
V/C Ratio(X) 0.08 0.90 0.07 0.05 0.63 0.00 0.35 0.02 0.00 0.01 0.01 0.00
Avail Cap(c_a), veh/h 493 1185 1004 289 1185 1004 297 104 0 296 104 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00
Uniform Delay (d), s/veh 7.0 14.1 1.7 15.2 10.1 0.0 37.2 40.2 0.0 34.8 40.2 0.0
Incr Delay (d2), s/veh 0.1 11.3 0.1 0.1 2.6 0.0 0.8 0.1 0.0 0.0 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.1 17.1 0.5 0.1 7.6 0.0 2.1 0.0 0.0 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.1 25.4 1.8 15.3 12.7 0.0 38.0 40.3 0.0 34.8 40.2 0.0
LnGrp LOS A C ABBADDACDA
Approach Vol, veh/h 1176 766 100 3
Approach Delay, s/veh 23.4 12.8 38.0 36.6
Approach LOS C B D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.0 62.0 9.0 10.0 9.0 62.0 9.0 10.0
Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0
Max Green Setting (Gmax), s 6.0 54.0 6.0 4.0 6.0 54.0 6.0 4.0
Max Q Clear Time (g_c+I1), s 2.2 46.1 2.0 2.0 2.6 24.2 2.0 2.1
Green Ext Time (p_c), s 0.0 4.5 0.1 0.0 0.0 5.1 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 20.2
HCM 6th LOS C
Timing Report, Sorted By Phase Short Total PM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates st pm.syn
Phase Number 12345678
Movement WBL EBTL NBL SBTL EBL WBTL SBL NBTL
Lead/Lag Lead Lag Lag Lead Lead Lag Lag Lead
Lead-Lag Optimize Yes Yes Yes Yes
Recall Mode Min C-Max Min Min Min C-Max Min Min
Maximum Split (s) 10 60 10 10 10 60 10 10
Maximum Split (%) 11.1% 66.7% 11.1% 11.1% 11.1% 66.7% 11.1% 11.1%
Minimum Split (s) 9.5 22.5 9.5 10 9.5 22.5 9.5 10
Yellow Time (s) 34343434
All-Red Time (s) 12121212
Minimum Initial (s) 55545554
Vehicle Extension (s) 33333333
Minimum Gap (s) 33333333
Time Before Reduce (s) 00000000
Time To Reduce (s) 00000000
Walk Time (s) 4 4
Flash Dont Walk (s) 11 11
Dual Entry No Yes No Yes No Yes No Yes
Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes
Start Time (s) 12.5 22.5 2.5 82.5 12.5 22.5 2.5 82.5
End Time (s) 22.5 82.5 12.5 2.5 22.5 82.5 12.5 2.5
Yield/Force Off (s) 18.5 76.5 8.5 86.5 18.5 76.5 8.5 86.5
Yield/Force Off 170(s) 18.5 65.5 8.5 86.5 18.5 65.5 8.5 86.5
Local Start Time (s) 80 0 70 60 80 0 70 60
Local Yield (s) 86 54 76 64 86 54 76 64
Local Yield 170(s) 86 43 76 64 86 43 76 64
Intersection Summary
Cycle Length 90
Control Type Actuated-Coordinated
Natural Cycle 90
Offset: 22.5 (25%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green
Splits and Phases: 3: Carriage/Camino del Mundo & Mulberry (SH14)
Queues Short Total PM
3: Carriage/Camino del Mundo & Mulberry (SH14)
Fox Grove, Phase 2 02/01/2019 Synchro 10 Light Report
Delich Associates st pm.syn
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT
Lane Group Flow (vph) 36 1070 126 14 752 1 98 15 2 12
v/c Ratio 0.08 0.93 0.12 0.06 0.66 0.00 0.40 0.15 0.01 0.12
Control Delay 3.5 31.5 1.5 3.6 14.7 0.0 37.6 25.4 30.0 25.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 3.5 31.5 1.5 3.6 14.7 0.0 37.6 25.4 30.0 25.5
Queue Length 50th (ft) 4 493 0 2 250 0 49 1 1 1
Queue Length 95th (ft) 11 #836 18 6 377 0 94 21 7 18
Internal Link Dist (ft) 819 874 233 225
Turn Bay Length (ft) 150 225 100 150 60 25
Base Capacity (vph) 428 1150 1028 223 1147 1026 253 102 253 99
Starvation Cap Reductn 0000000000
Spillback Cap Reductn 0000000000
Storage Cap Reductn 0000000000
Reduced v/c Ratio 0.08 0.93 0.12 0.06 0.66 0.00 0.39 0.15 0.01 0.12
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
APPENDIX F
25
Mulberry 14
Fox Grove
SCALE: 1"=500'
PEDESTRIAN INFLUENCE AREA
DELICH
ASSOCIATES
Fox Grove, Phase 2 TIS, February 2019
Pedestrian LOS Worksheet
Project Location Classification: Other
Description of
Applicable Destination
Area Within 1320’
Destination
Area
Classification
Level of Service (minimum based on project location classification)
Directness Continuity Street
Crossings
Visual
Interest &
Amenities
Security
Fox Grove, Phase 1 Residential
Minimum C C C C C
1 Actual A B A B B
Proposed A B A B B
Residential uses
northeast of the site Residential
Minimum C C C C C
2 Actual F B B B B
Proposed F B B B B
Commercial uses north
of the site Commercial
Minimum C C C C C
3 Actual F D B B B
Proposed F D B B B
Minimum
4 Actual
Proposed
Minimum
5 Actual
Proposed
Minimum
6 Actual
Proposed
Minimum
7 Actual
Proposed
Minimum
8 Actual
Proposed
Minimum
9 Actual
Proposed
Minimum
10 Actual
Proposed