HomeMy WebLinkAboutExisting Bozeman HS TIS Update Addendum 03.06.19 MARVIN & ASSOCIATES 1300 N. Transtech Way Billings, MT 59102
Existing Bozeman High School TIS Update Addendum 1
Kyle Scarr, PE TD&H Engineering
234 E Babcock, Suite 3
Bozeman, MT 59715 July 12, 2018
Re: Existing Bozeman High Traffic Impact Study Update Addendum
This letter along with the attached figures and appendix constitute an addendum to the
Traffic Impact Study (TIS) update submitted in April of 2018. The TIS update addendum is
necessitated by a request from the City of Bozeman to address impacts to North 15th Avenue
intersections with Durston Road and Main Street. Since the proposed pick-up and drop-off
area improvements at the Beall Street school access on N 15th Avenue would draw the
majority of traffic from current pick-up and drop-off operations on N 11th Avenue, there are
concerns that traffic redistribution would negatively impact the N 15th Avenue intersections.
This addendum addresses those concerns.
Trip Generation Considerations
Trip generation and distribution estimates were derived from existing school data in the
original TIS. The existing school currently has a student population of approximately 2,140
students that generates approximately 224 pick-up and drop-off trips (112 entering and 112
exiting) in the am hour and 76 trips in the pm hour on N 11th Street. In the year 2020, when
the new school is in operation, the existing high school will only have 1,750 students and
the number of pick-up and drop-off trips will drop by 162 in the am hour and 157 in the pm
hour. The number of pick-up and drop-off traffic using the N 15th Avenue Beall Street access
would be minimalized by the net reduction in overall trips. The 2018 TIS update used the
above noted trip generation reduction factors to estimate trip attractions that would be
created by additional parking areas and pick-up and drop-off traffic that could be served by
the N 15th Avenue access. In the future, when the existing high school stabilizes at its
ultimate capacity of 1,500 students, pick-up and drop-off activity would only be 70% of
existing operations.
Traffic Counts
Traffic counts at the N 15th Avenue intersections of Durston Road and Main Street were not
made available when the original TIS was completed. Due to time limitations associated
with this addendum, counts had to be completed on Tuesday July 3, 2018 (see appendix).
Because these counts do not include school traffic, the counts had to be transformed by
using counts taken on Main Street and on N 15th Avenue for the original TIS. All school
access volumes on N 15th Avenue and Main Street during the am and pm peak school hours
were summed by direction of approach and departure and proportionately added to pertinent
movements at both intersections. Since, the through traffic movements were higher on Main
Street and North 15th Avenue in 2017 than the 2018, thru movement volumes were
increased to replicate in-session conditions. The final design hour school peak am and pm
hour traffic volumes were balanced and rounded up to the nearest 5 vehicles (see
Appendix).
MARVIN & ASSOCIATES 1300 N. Transtech Way Billings, MT 59102
Existing Bozeman High School TIS Update Addendum 2
Interim & Future Traffic Projections
Traffic projection for the Beal Street access on N 15th Avenue were developed in the April
2018 TIS Update and used to determine relative traffic volumes that would contribute to
changes at the N 15th Avenue intersections with Durston Road and Main Street. The
Appendix contains a figure that illustrates the existing, Year 2020 Interim, and year 2035
Future traffic projections at the two intersections. It should be noted that through traffic
volumes on Durston Road and Main Street remain relatively static for both future conditions,
as was stated in the original TIS. Even if traffic increases on those streets were to increase,
it would be due to external forces, since the school’s development scenario would have a
positive impact on the area street system by reducing overall traffic volumes.
Intersection Capacity Impacts
Capacity calculations were completed using year 2020 interim and year 2035 future traffic
projections (see Appendix). The table below compares the results of that analysis.
LOS Delay Qmax LOS Delay Qmax LOS Delay Qmax LOS Delay Qmax LOS Delay Qmax LOS Delay Qmax
Durston & N 15th
Left A5 . 12 A6 . 12 A5 . 12 A6 . 52 A5 . 12 A6 . 52
Thru/Right C 24.1 11 B 17.4 7 C 24.1 11 B 18.1 7 B 24.1 11 B 18.1 7
A
Left A8 . 72 A6 . 13 A9 . 22 A6 . 51 A8 . 61 B6 . 51
Thru/Right B 14.3 4 B 17.9 7 B 14.3 4 B 19 8 B 14.3 4 C 19 8
Left C 22.6 3 C 22.2 3 C 22.6 2 C 22.6 4 C 22.6 3 C 22.6 4
Thru/Right C 22.6 3 C 24.9 5 C 22.7 3 C 26.2 6 C 22.6 5 C 26.2 6
Left C 21.5 2 C 22.2 2 C 21.5 2 C 21.5 1 C 21.5 2 C 21.5 1
Thru/Right C 23.7 4 C 22.2 3 C 23.7 4 C 22.6 3 C 23.7 4 C 22.6 3
C 20.5 B 18.8 C 20.4 B 19.5 C 20.5 B 19.5
Main Street & N 15th
Left B 10.3 6 B 16.9 5 B 10.3 6 B 16.9 5 B 10.3 6 B 16.9 5
Thru/Right B 11.6 8 B 10.4 5 B 11.6 9 B 10.4 5 B 11.6 8 B 10.4 5
Left B 19.7 0 B 15.1 0 B 19.7 0 B 15.1 0 B 19.7 0 B 15.1 0
Thru C 27 9 C 217 11 C 27 8 C 27 12 C 27 9 C 27 12
Right C 22.2 1 B 17.1 2 C 21.9 1 B 17.4 2 C 22.2 1 B 17.4 2
Thru/LT/RT B 19.6 0 C 21.4 0 B 19.6 0 C 21.4 0 B 19.6 0 C 21.4 0
Left C 22.1 3 C 25.3 4 C 21.4 2 C 26 6 C 22.1 3 C 25.6 6
Thru/Right C 20.4 2 C 22.5 2 C 20.4 2 C 22.5 2 C 20.4 2 C 22.6 3
B 17.5 C 21 B 17.4 C 21.1 B 17.5 C 21
Intersection/Movement
EB
Overall Intersection
WB
NB
SB
EB
WB
NB
SB
Overall Intersection
Capacity Calculation Summary Existing, Interim & Future Conditions
Peak PM Hour
Existing Conditions Year 2020 Interim Operations
Peak AM Hour Peak PM Hour
Year 2035 Future Operations
Peak AM Hour Peak PM HourPeak AM Hour
MARVIN & ASSOCIATES 1300 N. Transtech Way Billings, MT 59102
Existing Bozeman High School TIS Update Addendum 3
It can be seen that both intersections and all movements at both intersections currently
operate at LOS “C” or better and that little if any difference would be introduced by
redistribution of existing high traffic operations in the future.
Conclusions
The TIS Addendum analysis indicates that with the proposed site access improvements
currently under design as a part of Existing Bozeman High School development, operations
of the school in the years 2020 and 2035 would not measurably impact operations at the
intersections of Main Street and Durston Road with of N 15th Avenue in either the peak am
or pm hours of operation. Very little in-fill development could occur in the area served by
both intersections and future traffic volumes are not expected to see appreciable growth.
The majority of peak hour traffic on N 15th Avenue is high school traffic and the expected
30% reduction in high school traffic would provide a positive impact during the am and peak
hours of high school operations.
Robert R. Marvin, P.E., P.T.O.E
Intersection:Date:
Begin Total
Time LeftThru RightL eftThru RightL eftThru RightL eftThru RightV ehicles
7:00 96 8 7 16 7 1 41 7 5
7:15 8 121 1 77 6 19 7 239
7:30 9 132 97 11 17 6 272
7:45 17 203 99 18 25 20 382
8:00 18 137 120 17 25 18 335
8:15 8 147 101 22 26 15 319
8:30 23 164 111 24 21 15 358
8:45 14 172 117 20 17 16 356
Peak AM Hour 52 593 1 393 52 86 51 1228
3:00 16 198 2 233 29 55 13 546
3:15 16 204 249 44 21 16 550
3:30 14 136 248 39 32 17 486
3:45 18 137 2 252 31 36 14 490
4:00 27 140 3 250 28 33 12 493
4:15 20 181 216 36 24 15 492
4:30 17 164 238 41 36 21 517
4:45 21 160 1 210 66 34 13 505
Peak PM Hour 75 617 5 999 142 122 59 2019
0.80
0.92
Intersection:Date:
Begin Total
Time LeftThru RightL eftThru RightL eftThru RightL eftThru RightV ehicles
7:00 9 6 5 66 2 0 165514 1 0 1 3 8
7:15 5 5 4 64 3 8 36755 1 0 81 5 1
7:30 7 7 8 03 3 3 24993 1 5 71 7 0
7:45 15 146 0 3 50 8 10 12 11 8 16 8 287
8:00 12 86 11 3 33 5 11 10 6 8 21 3 209
8:15 4 1 2 75 6 2 88554 1 5 31 3 8
8:30 49 70 65 04 71 66 71 5 1 02 2 2
8:45 7 9 2 95 5 6 1 1 7 1 5 85612 2 2
Peak AM Hour 39 364 17 13 154 18 31 38 31 24 62 26 817
3:00 8 88 9 7 121 22 8 29 10 8 15 8 333
3:15 11 100 8 10 91 17 8 27 13 19 15 2 321
3:30 9 8 51 1 71 0 8 1 2 6 2 61 41 02 2 5 3 1 5
3:45 11 84 15 9 98 8 5 25 19 11 16 8 309
4:00 7 9 81 01 09 52 21 03 5 9 1 21 2 5 3 2 5
4:15 10 91 4 9 116 12 8 27 13 10 22 6 328
4:30 6 9 31 51 88 8 9 7 2 01 51 22 41 0 3 1 7
4:45 1 39 51 0 8 9 91 81 13 61 61 42 6 6 3 5 2
Peak PM Hour 38 367 44 36 392 59 29 113 55 52 65 20 1270
0.71
0.98
AM phf =
PM phf =
N 15th Avenue & Durston Road July 2018
Durston Road N 15th Avenue
Eastbound Westbound Northbound Southbound
AM phf =
PM phf =
N 15th Avenue & Main Street
Eastbound Westbound Northbound Southbound
Main Street N 15th Avenue
July 2018
Peak School Hour Traffic
(Typical)
HCM Analysis Summary
Existing Conditions
R Marvin
Peak AM Hour
Analysis Duration: 15 mins.
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 10th Exist AM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
2 1
2 1
2 1
2 1
L 12.0
L 12.0
L 12.0
L 12.0
TR 12.0
TR 12.0
TR 12.0
TR 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
TR
3
L
3
TR
3
L
3
TR
3
40
0.71
2
365
0.71
2
80
0.71
2
55
0.71
2
155
0.71
2
25
0.71
2
50
0.71
1
60
0.71
1
45
0.71
1
25
0.71
1
125
0.71
1
25
0.71
1
20
5
0
0
--- ---
5
5
0
0
--- ---
15
5
0
0
--- ---
5
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
L
L
LTP
LTP
LTP
LTP
0 10.0
4.0 0.0
30.0
3.5 1.5
16.0
3.5 1.5
Pretimed 70.0 Sec 14.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 462 0.000 0.500 22.5 C
Lpro 253 0.032 0.143 L 0.078 5.1 A
* TR 781 0.329 0.429 TR 0.767 24.1 C
WB Lper 176 0.000 0.500 12.9 B
* Lpro 253 0.044 0.143 L 0.179 8.7 A
TR 784 0.134 0.429 TR 0.314 14.3 B
NB
L 237 0.068 0.229 L 0.295 22.6 C 22.6 C
TR 407 0.071 0.229 TR 0.312 22.6 C
SB
L 288 0.028 0.229 L 0.122 21.5 C 23.4 C
* TR 421 0.111 0.229 TR 0.485 23.7 C
Intersection: Delay = 20.5sec/veh Int. LOS=C Xc= 0.60 * Critical Lane Group (v/s)Crit= 0.48
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Existing Conditions
R Marvin
Peak AM Hour
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 10th Exist AM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 1 / 2 21.2 0.0
TR 8 / 11 11.1 0.0
All 11.8 0.0
WB L 1 / 2 17.9 0.0
TR 3 / 4 14.8 0.0
All 15.3 0.0
NB L 1 / 3 6.1 0.0
TR 2 / 3 14.6 0.0
All 12.1 0.0
SB L 1 / 2 11.4 0.0
TR 3 / 4 11.6 0.0
All 11.6 0.0
Intersect. 12.4
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10 04
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29 24
3
15 24
3
15 24
HCM Analysis Summary
Existing Conditions
R Marvin
Peak PM Hour
Analysis Duration: 15 mins.
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 10th Exist PM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
2 1
2 1
2 1
2 1
L 12.0
L 12.0
L 12.0
L 12.0
TR 12.0
TR 12.0
TR 12.0
TR 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
TR
3
L
3
TR
3
L
3
TR
3
40
0.98
2
365
0.98
2
65
0.98
2
55
0.98
2
390
0.98
2
60
0.98
2
70
0.98
1
160
0.98
1
90
0.98
1
50
0.98
1
90
0.98
1
20
0.98
1
20
5
0
0
--- ---
20
5
0
0
--- ---
25
5
0
0
--- ---
5
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
L
L
LTP
LTP
LTP
LTP
0 10.0
4.0 0.0
30.0
3.5 1.5
16.0
3.5 1.5
Pretimed 70.0 Sec 14.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 299 0.000 0.500 16.4 B
Lpro 253 0.023 0.143 L 0.074 6.1 A
TR 785 0.228 0.429 TR 0.532 17.4 B
WB Lper 316 0.000 0.500 16.5 B
* Lpro 253 0.032 0.143 L 0.098 6.1 A
* TR 787 0.239 0.429 TR 0.558 17.9 B
NB
L 293 0.055 0.229 L 0.242 22.2 C 24.3 C
* TR 410 0.128 0.229 TR 0.559 24.9 C
SB
L 216 0.054 0.229 L 0.236 22.2 C 22.2 C
TR 420 0.058 0.229 TR 0.255 22.2 C
Intersection: Delay = 18.8sec/veh Int. LOS=B Xc= 0.50 * Critical Lane Group (v/s)Crit= 0.40
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Existing Conditions
R Marvin
Peak PM Hour
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 10th Exist PM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 1 / 2 21.3 0.0
TR 5 / 7 13.3 0.0
All 14.0 0.0
WB L 1 / 3 20.2 0.0
TR 5 / 7 13.3 0.0
All 13.7 0.0
NB L 1 / 3 6.6 0.0
TR 3 / 5 14.8 0.0
All 12.7 0.0
SB L 1 / 2 5.9 0.0
TR 2 / 3 13.8 0.0
All 11.6 0.0
Intersect. 13.3
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3
15 24
HCM Analysis Summary
Year 2020 Operations
R Marvin
Peak AM Hour
Analysis Duration: 15 mins.
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 10th Year 2020 AM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
2 1
2 1
2 1
2 1
L 12.0
L 12.0
L 12.0
L 12.0
TR 12.0
TR 12.0
TR 12.0
TR 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
TR
3
L
3
TR
3
L
3
TR
3
40
0.71
2
365
0.71
2
80
0.71
2
70
0.71
2
155
0.71
2
25
0.71
2
50
0.71
1
60
0.71
1
50
0.71
1
25
0.71
1
125
0.71
1
25
0.71
1
20
5
0
0
--- ---
5
5
0
0
--- ---
15
5
0
0
--- ---
5
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
L
L
LTP
LTP
LTP
LTP
0 10.0
4.0 0.0
30.0
3.5 1.5
16.0
3.5 1.5
Pretimed 70.0 Sec 14.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 462 0.000 0.500 22.5 C
Lpro 253 0.032 0.143 L 0.078 5.1 A
* TR 781 0.329 0.429 TR 0.767 24.1 C
WB Lper 176 0.000 0.500 12.8 B
* Lpro 253 0.056 0.143 L 0.231 9.2 A
TR 784 0.134 0.429 TR 0.314 14.3 B
NB
L 237 0.068 0.229 L 0.295 22.6 C 22.7 C
TR 405 0.076 0.229 TR 0.331 22.7 C
SB
L 286 0.028 0.229 L 0.122 21.5 C 23.4 C
* TR 421 0.111 0.229 TR 0.485 23.7 C
Intersection: Delay = 20.4sec/veh Int. LOS=C Xc= 0.62 * Critical Lane Group (v/s)Crit= 0.50
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Year 2020 Operations
R Marvin
Peak AM Hour
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 10th Year 2020 AM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 1 / 2 21.2 0.0
TR 8 / 11 11.1 0.0
All 11.8 0.0
WB L 0 / 2 23.5 0.0
TR 3 / 4 15.5 0.0
All 16.7 0.0
NB L 1 / 2 6.7 0.0
TR 2 / 3 15.2 0.0
All 12.9 0.0
SB L 1 / 2 11.5 0.0
TR 3 / 4 11.7 0.0
All 11.6 0.0
Intersect. 12.8
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HCM Analysis Summary
Year 2020 Operations
R Marvin
Peak PM Hour
Analysis Duration: 15 mins.
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 10th Year 2020 PM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
2 1
2 1
2 1
2 1
L 12.0
L 12.0
L 12.0
L 12.0
TR 12.0
TR 12.0
TR 12.0
TR 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
TR
3
L
3
TR
3
L
3
TR
3
40
0.92
2
365
0.92
2
65
0.92
2
65
0.92
2
390
0.92
2
65
0.92
2
80
0.92
1
160
0.92
1
100
0.92
1
20
0.92
1
90
0.92
1
50
0.92
1
20
5
0
0
--- ---
15
5
0
0
--- ---
30
5
0
0
--- ---
20
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
L
L
LTP
LTP
LTP
LTP
0 10.0
4.0 0.0
30.0
3.5 1.5
16.0
3.5 1.5
Pretimed 70.0 Sec 14.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 268 0.000 0.500 17.1 B
Lpro 253 0.024 0.143 L 0.083 6.5 A
TR 785 0.244 0.429 TR 0.568 18.1 B
WB Lper 293 0.000 0.500 17.4 B
* Lpro 253 0.040 0.143 L 0.130 6.5 A
* TR 784 0.261 0.429 TR 0.610 19.0 B
NB
L 287 0.069 0.229 L 0.303 22.6 C 25.2 C
* TR 409 0.140 0.229 TR 0.611 26.2 C
SB
L 198 0.025 0.229 L 0.111 21.5 C 22.5 C
TR 413 0.073 0.229 TR 0.317 22.6 C
Intersection: Delay = 19.5sec/veh Int. LOS=B Xc= 0.55 * Critical Lane Group (v/s)Crit= 0.44
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Year 2020 Operations
R Marvin
Peak PM Hour
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 10th Year 2020 PM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 1 / 2 19.9 0.0
TR 5 / 7 13.8 0.0
All 14.3 0.0
WB L 1 / 1 21.2 0.0
TR 6 / 8 13.0 0.0
All 13.4 0.0
NB L 1 / 4 6.8 0.0
TR 4 / 6 12.1 0.0
All 11.0 0.0
SB L 0 / 1 8.1 0.0
TR 2 / 3 13.8 0.0
All 13.2 0.0
Intersect. 13.0
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HCM Analysis Summary
Year 2035 Operations
R Marvin
Peak AM Hour
Analysis Duration: 15 mins.
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 15th Year 2035 AM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
2 1
2 1
2 1
2 1
L 12.0
L 12.0
L 12.0
L 12.0
TR 12.0
TR 12.0
TR 12.0
TR 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
TR
3
L
3
TR
3
L
3
TR
3
40
0.71
2
365
0.71
2
80
0.71
2
50
0.71
2
155
0.71
2
25
0.71
2
50
0.71
1
60
0.71
1
45
0.71
1
25
0.71
1
125
0.71
1
25
0.71
1
20
5
0
0
--- ---
5
5
0
0
--- ---
15
5
0
0
--- ---
5
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
L
L
LTP
LTP
LTP
LTP
0 10.0
4.0 0.0
30.0
3.5 1.5
16.0
3.5 1.5
Pretimed 70.0 Sec 14.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 462 0.000 0.500 22.5 C
Lpro 253 0.032 0.143 L 0.078 5.1 A
* TR 781 0.329 0.429 TR 0.767 24.1 C
WB Lper 176 0.000 0.500 13.0 B
* Lpro 253 0.040 0.143 L 0.163 8.6 A
TR 784 0.134 0.429 TR 0.314 14.3 B
NB
L 237 0.068 0.229 L 0.295 22.6 C 22.6 C
TR 407 0.071 0.229 TR 0.312 22.6 C
SB
L 288 0.028 0.229 L 0.122 21.5 C 23.4 C
* TR 421 0.111 0.229 TR 0.485 23.7 C
Intersection: Delay = 20.5sec/veh Int. LOS=C Xc= 0.60 * Critical Lane Group (v/s)Crit= 0.48
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Year 2035 Operations
R Marvin
Peak AM Hour
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 15th Year 2035 AM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 1 / 2 21.2 0.0
TR 8 / 11 11.1 0.0
All 11.8 0.0
WB L 0 / 1 19.7 0.0
TR 3 / 4 14.7 0.0
All 15.4 0.0
NB L 1 / 3 6.1 0.0
TR 2 / 3 14.7 0.0
All 12.2 0.0
SB L 1 / 2 11.3 0.0
TR 3 / 4 11.7 0.0
All 11.6 0.0
Intersect. 12.5
SIG/Cinema v3.08
Marvin & Associates
Page 2
40
365
80
50
155
25
50
60
45
25
125
25
1
10 04
1
10 04
2
29 24
2
29 24
3
15 24
3
15 24
HCM Analysis Summary
Year 2035 Operations
R Marvin
Peak PM Hour
Analysis Duration: 15 mins.
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 15th Year 2035 PM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
2 1
2 1
2 1
2 1
L 12.0
L 12.0
L 12.0
L 12.0
TR 12.0
TR 12.0
TR 12.0
TR 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
TR
3
L
3
TR
3
L
3
TR
3
40
0.92
2
365
0.92
2
65
0.92
2
65
0.92
2
390
0.92
2
65
0.92
2
80
0.92
1
160
0.92
1
100
0.92
1
20
0.92
1
90
0.92
1
50
0.92
1
20
5
0
0
--- ---
15
5
0
0
--- ---
30
5
0
0
--- ---
20
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
L
L
LTP
LTP
LTP
LTP
0 10.0
4.0 0.0
30.0
3.5 1.5
16.0
3.5 1.5
Pretimed 70.0 Sec 14.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 268 0.000 0.500 17.1 B
Lpro 253 0.024 0.143 L 0.083 6.5 A
TR 785 0.244 0.429 TR 0.568 18.1 B
WB Lper 293 0.000 0.500 17.4 B
* Lpro 253 0.040 0.143 L 0.130 6.5 A
* TR 784 0.261 0.429 TR 0.610 19.0 B
NB
L 287 0.069 0.229 L 0.303 22.6 C 25.2 C
* TR 409 0.140 0.229 TR 0.611 26.2 C
SB
L 198 0.025 0.229 L 0.111 21.5 C 22.5 C
TR 413 0.073 0.229 TR 0.317 22.6 C
Intersection: Delay = 19.5sec/veh Int. LOS=B Xc= 0.55 * Critical Lane Group (v/s)Crit= 0.44
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Year 2035 Operations
R Marvin
Peak PM Hour
Durston Road/N 15th Avenue
07/11/2018
Case: Durston & N 15th Year 2035 PM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 1 / 2 19.9 0.0
TR 5 / 7 13.8 0.0
All 14.3 0.0
WB L 1 / 1 21.2 0.0
TR 6 / 8 13.0 0.0
All 13.4 0.0
NB L 1 / 4 6.8 0.0
TR 4 / 6 12.1 0.0
All 11.0 0.0
SB L 0 / 1 8.1 0.0
TR 2 / 3 13.8 0.0
All 13.2 0.0
Intersect. 13.0
SIG/Cinema v3.08
Marvin & Associates
Page 2
40
365
65
65
390
65
80
160
100
20
90
50
1
10 04
1
10 04
2
29 24
2
29 24
3
15 24
3
15 24
HCM Analysis Summary
Existing Conditions
R Marvin
Peak AM Hour
Analysis Duration: 15 mins.
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Existing AM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
3 2
4 2
1 1
2 1
L 12.0
L 12.0
LTR 12.0
L 12.0
T 12.0
T 12.0
TR 12.0
TR 12.0
T 12.0 R 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
T
3
R
3
LTR
3
L
3
TR
3
130
0.80
1
880
0.80
3
0
0.80
0
1
0.80
0
530
0.80
3
130
0.80
1
0
0.80
0
0
0.80
0
1
0.80
0
120
0.80
2
0
0.80
0
75
0.80
2
0
5
0
0
--- ---
40
5
0
0
--- ---
0
0
0
0
--- ---
25
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
LTP
LTP
LTP
LTP
LTP
0 18.0
4.0 0.0
24.0
3.5 1.5
24.0
3.5 1.5
Pretimed 80.0 Sec 10.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 146 0.000 0.363 11.4 B
Lpro 402 0.091 0.225 L 0.296 10.3 B
* TR 2015 0.314 0.575 TR 0.546 11.6 B
WB
L 148 0.002 0.300 L 0.007 19.7 B 26.3 C
T 1052 0.189 0.300 T 0.629 27.0 C
R 476 0.071 0.300 R 0.235 22.2 C
NB
LTR 493 0.001 0.300 LTR 0.002 19.6 B 19.6 B
SB
* L 423 0.106 0.300 L 0.355 22.1 C 21.6 C
TR 473 0.039 0.300 TR 0.131 20.4 C
Intersection: Delay = 17.5sec/veh Int. LOS=B Xc= 0.48 * Critical Lane Group (v/s)Crit= 0.42
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Existing Conditions
R Marvin
Peak AM Hour
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Existing AM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 3 / 6 12.3 0.0
TR 6 / 8 16.4 0.0
All 15.7 0.0
WB L 0 / 0 0.0 0.0
T 6 / 9 10.3 0.0
R 1 / 1 23.7 0.0
All 10.9 0.0
NB LTR 0 / 0 0.0 0.0
All 0.0 0.0
SB L 2 / 3 9.3 0.0
TR 1 / 2 21.3 0.0
All 15.5 0.0
Intersect. 13.6
SIG/Cinema v3.08
Marvin & Associates
Page 2
130
880
0
1
530
130
0
0
1
120
0
75
1
18 04
2
23 24
2
23 24
3
23 24
3
23 24
HCM Analysis Summary
Existing Conditions
R Marvin
Peak PM Hour
Analysis Duration: 15 mins.
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Existing PM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
3 2
4 2
1 1
2 1
L 12.0
L 12.0
LTR 12.0
L 12.0
T 12.0
T 12.0
TR 12.0
TR 12.0
T 12.0 R 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
T
3
R
3
LTR
3
L
3
TR
3
95
0.92
1
620
0.92
3
1
0.92
0
1
0.92
0
1080
0.92
3
170
0.92
1
0
0.92
0
0
0.92
0
1
0.92
0
190
0.92
2
0
0.92
0
95
0.92
2
0
5
0
0
--- ---
45
5
0
0
--- ---
0
0
0
0
--- ---
25
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
LTP
LTP
LTP
LTP
LTP
0 10.0
4.0 0.0
38.0
3.5 1.5
28.0
3.5 1.5
Pretimed 90.0 Sec 14.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 84 0.000 0.478 11.2 B
* Lpro 199 0.058 0.111 L 0.364 16.9 B
TR 2025 0.193 0.578 TR 0.333 10.4 B
WB
L 316 0.001 0.422 L 0.003 15.1 B 26.0 C
* T 1480 0.335 0.422 T 0.793 27.0 C
R 671 0.086 0.422 R 0.203 17.1 B
NB
LTR 511 0.001 0.311 LTR 0.002 21.4 C 21.4 C
SB
* L 439 0.147 0.311 L 0.472 25.3 C 24.6 C
TR 490 0.048 0.311 TR 0.155 22.5 C
Intersection: Delay = 21.0sec/veh Int. LOS=C Xc= 0.64 * Critical Lane Group (v/s)Crit= 0.54
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Existing Conditions
R Marvin
Peak PM Hour
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Existing PM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 3 / 5 9.4 0.0
TR 4 / 5 17.5 0.0
All 15.5 0.0
WB L 0 / 0 0.0 0.0
T 10 / 11 10.6 0.0
R 1 / 2 23.3 0.0
All 11.2 0.0
NB LTR 0 / 0 0.0 0.0
All 0.0 0.0
SB L 3 / 4 7.4 0.0
TR 1 / 2 19.3 0.0
All 12.4 0.0
Intersect. 12.5
SIG/Cinema v3.08
Marvin & Associates
Page 2
95
620
1
1
1080
170
0
0
1
190
0
95
1
10 04
2
37 24
2
37 24
3
27 24
3
27 24
HCM Analysis Summary
Year 2020 Conditions
R Marvin
Peak AM Hour
Analysis Duration: 15 mins.
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Year 2020 AM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
3 2
4 2
1 1
2 1
L 12.0
L 12.0
LTR 12.0
L 12.0
T 12.0
T 12.0
TR 12.0
TR 12.0
T 12.0 R 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
T
3
R
3
LTR
3
L
3
TR
3
130
0.80
1
880
0.80
3
0
0.80
0
1
0.80
0
530
0.80
3
120
0.80
1
0
0.80
0
0
0.80
0
1
0.80
0
90
0.80
2
0
0.80
0
75
0.80
2
0
5
0
0
--- ---
40
5
0
0
--- ---
0
0
0
0
--- ---
25
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
LTP
LTP
LTP
LTP
LTP
0 18.0
4.0 0.0
24.0
3.5 1.5
24.0
3.5 1.5
Pretimed 80.0 Sec 10.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 146 0.000 0.363 11.4 B
Lpro 402 0.091 0.225 L 0.296 10.3 B
* TR 2015 0.314 0.575 TR 0.546 11.6 B
WB
L 148 0.002 0.300 L 0.007 19.7 B 26.3 C
T 1052 0.189 0.300 T 0.629 27.0 C
R 476 0.063 0.300 R 0.210 21.9 C
NB
LTR 493 0.001 0.300 LTR 0.002 19.6 B 19.6 B
SB
* L 423 0.079 0.300 L 0.265 21.4 C 21.1 C
TR 473 0.039 0.300 TR 0.131 20.4 C
Intersection: Delay = 17.4sec/veh Int. LOS=B Xc= 0.45 * Critical Lane Group (v/s)Crit= 0.39
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Year 2020 Conditions
R Marvin
Peak AM Hour
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Year 2020 AM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 3 / 6 13.1 0.0
TR 6 / 9 16.5 0.0
All 15.9 0.0
WB L 0 / 0 0.0 0.0
T 6 / 8 10.3 0.0
R 1 / 1 23.9 0.0
All 10.8 0.0
NB LTR 0 / 0 0.0 0.0
All 0.0 0.0
SB L 1 / 2 8.3 0.0
TR 1 / 2 22.9 0.0
All 16.3 0.0
Intersect. 13.7
SIG/Cinema v3.08
Marvin & Associates
Page 2
130
880
0
1
530
120
0
0
1
90
0
75
1
18 04
2
23 24
2
23 24
3
23 24
3
23 24
HCM Analysis Summary
Year 2020 Conditions
R Marvin
Peak PM Hour
Analysis Duration: 15 mins.
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Year 2020 PM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
3 2
4 2
1 1
2 1
L 12.0
L 12.0
LTR 12.0
L 12.0
T 12.0
T 12.0
TR 12.0
TR 12.0
T 12.0 R 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
T
3
R
3
LTR
3
L
3
TR
3
95
0.92
1
620
0.92
3
1
0.92
0
1
0.92
0
1080
0.92
3
195
0.92
1
0
0.92
0
0
0.92
0
1
0.92
0
210
0.92
2
0
0.92
0
95
0.92
2
0
5
0
0
--- ---
55
5
0
0
--- ---
0
0
0
0
--- ---
25
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
LTP
LTP
LTP
LTP
LTP
0 10.0
4.0 0.0
38.0
3.5 1.5
28.0
3.5 1.5
Pretimed 90.0 Sec 14.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 84 0.000 0.478 11.2 B
* Lpro 199 0.058 0.111 L 0.364 16.9 B
TR 2025 0.193 0.578 TR 0.333 10.4 B
WB
L 316 0.001 0.422 L 0.003 15.1 B 25.9 C
* T 1480 0.335 0.422 T 0.793 27.0 C
R 671 0.096 0.422 R 0.227 17.4 B
NB
LTR 511 0.001 0.311 LTR 0.002 21.4 C 21.4 C
SB
* L 439 0.162 0.311 L 0.519 26.0 C 25.1 C
TR 490 0.048 0.311 TR 0.155 22.5 C
Intersection: Delay = 21.1sec/veh Int. LOS=C Xc= 0.66 * Critical Lane Group (v/s)Crit= 0.55
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Year 2020 Conditions
R Marvin
Peak PM Hour
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Year 2020 PM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 3 / 5 11.1 0.0
TR 4 / 5 17.5 0.0
All 16.1 0.0
WB L 0 / 0 0.0 0.0
T 9 / 12 11.2 0.0
R 1 / 2 22.8 0.0
All 11.9 0.0
NB LTR 0 / 0 0.0 0.0
All 0.0 0.0
SB L 3 / 6 6.9 0.0
TR 2 / 3 18.6 0.0
All 11.6 0.0
Intersect. 12.9
SIG/Cinema v3.08
Marvin & Associates
Page 2
95
620
1
1
1080
195
0
0
1
210
0
95
1
10 04
2
37 24
2
37 24
3
27 24
3
27 24
HCM Analysis Summary
Year 2035 Conditions
R Marvin
Peak AM Hour
Analysis Duration: 15 mins.
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Year 2035 AM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
3 2
4 2
1 1
2 1
L 12.0
L 12.0
LTR 12.0
L 12.0
T 12.0
T 12.0
TR 12.0
TR 12.0
T 12.0 R 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
T
3
R
3
LTR
3
L
3
TR
3
130
0.80
1
880
0.80
3
0
0.80
0
1
0.80
0
530
0.80
3
130
0.80
1
0
0.80
0
0
0.80
0
1
0.80
0
120
0.80
2
0
0.80
0
75
0.80
2
0
5
0
0
--- ---
40
5
0
0
--- ---
0
0
0
0
--- ---
25
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
LTP
LTP
LTP
LTP
LTP
0 18.0
4.0 0.0
24.0
3.5 1.5
24.0
3.5 1.5
Pretimed 80.0 Sec 10.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 146 0.000 0.363 11.4 B
Lpro 402 0.091 0.225 L 0.296 10.3 B
* TR 2015 0.314 0.575 TR 0.546 11.6 B
WB
L 148 0.002 0.300 L 0.007 19.7 B 26.3 C
T 1052 0.189 0.300 T 0.629 27.0 C
R 476 0.071 0.300 R 0.235 22.2 C
NB
LTR 493 0.001 0.300 LTR 0.002 19.6 B 19.6 B
SB
* L 423 0.106 0.300 L 0.355 22.1 C 21.6 C
TR 473 0.039 0.300 TR 0.131 20.4 C
Intersection: Delay = 17.5sec/veh Int. LOS=B Xc= 0.48 * Critical Lane Group (v/s)Crit= 0.42
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Year 2035 Conditions
R Marvin
Peak AM Hour
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Year 2035 AM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 3 / 6 12.3 0.0
TR 6 / 8 16.4 0.0
All 15.7 0.0
WB L 0 / 0 0.0 0.0
T 6 / 9 10.3 0.0
R 1 / 1 23.7 0.0
All 10.9 0.0
NB LTR 0 / 0 0.0 0.0
All 0.0 0.0
SB L 2 / 3 9.3 0.0
TR 1 / 2 21.3 0.0
All 15.5 0.0
Intersect. 13.6
SIG/Cinema v3.08
Marvin & Associates
Page 2
130
880
0
1
530
130
0
0
1
120
0
75
1
18 04
2
23 24
2
23 24
3
23 24
3
23 24
HCM Analysis Summary
Year 2035 Conditions
R Marvin
Peak PM Hour
Analysis Duration: 15 mins.
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Year 2035 PM
Area Type: Non CBD
Lanes Geometry: Movements Serviced by Lane and Lane Widths (feet)
Approach Outbound Lane 1 Lane 2 Lane 3 Lane 4 Lane 5 Lane 6
EB
WB
NB
SB
3 2
4 2
1 1
2 1
L 12.0
L 12.0
LTR 12.0
L 12.0
T 12.0
T 12.0
TR 12.0
TR 12.0
T 12.0 R 12.0
East West North South
LTRLTRLTRLTRData
Movement Volume (vph)
PHF
% Heavy Vehicles
Lane Groups
Arrival Type
RTOR Vol (vph)
Peds/Hour
% Grade
Buses/Hour
Parkers/Hour (Left|Right)
L
3
TR
3
L
3
T
3
R
3
LTR
3
L
3
TR
3
95
0.92
1
620
0.92
3
1
0.92
0
1
0.92
0
1080
0.92
3
200
0.92
1
0
0.92
0
0
0.92
0
1
0.92
0
200
0.92
2
0
0.92
0
105
0.92
2
0
5
0
0
--- ---
60
5
0
0
--- ---
0
0
0
0
--- ---
30
5
0
0
--- ---
Signal Settings: Operational Analysis Cycle Length: Lost Time Per Cycle:
Phase:
EB
WB
NB
SB
Green
Yellow All Red
12345678 P e d O n l y
LTP
LTP
LTP
LTP
LTP
0 10.0
4.0 0.0
38.0
3.5 1.5
28.0
3.5 1.5
Pretimed 90.0 Sec 14.0 Sec
Capacity Analysis Results Approach:
App GroupLane Cap(vph)v/sRatio g/CRatio LaneGroup v/cRatio Delay(sec/veh) LOS Delay(sec/veh) LOSEB Lper 84 0.000 0.478 11.2 B
* Lpro 199 0.058 0.111 L 0.364 16.9 B
TR 2025 0.193 0.578 TR 0.333 10.4 B
WB
L 316 0.001 0.422 L 0.003 15.1 B 25.9 C
* T 1480 0.335 0.422 T 0.793 27.0 C
R 671 0.096 0.422 R 0.227 17.4 B
NB
LTR 511 0.001 0.311 LTR 0.002 21.4 C 21.4 C
SB
* L 439 0.154 0.311 L 0.494 25.6 C 24.7 C
TR 490 0.052 0.311 TR 0.167 22.6 C
Intersection: Delay = 21.0sec/veh Int. LOS=C Xc= 0.65 * Critical Lane Group (v/s)Crit= 0.55
SIG/Cinema v3.08 Marvin & Associates Page 1
NETSIM Summary Results
Year 2035 Conditions
R Marvin
Peak PM Hour
Main Street/N 15th Avenue
07/11/2018
Case: Main & N 15th Year 2035 PM
App Group
Lane
(veh)
Avg/MaxPer LaneQueues
(mph)
SpeedAverage
Period)
(% of PeakWorst LaneSpillback in
EB L 3 / 5 11.5 0.0
TR 4 / 5 17.5 0.0
All 16.2 0.0
WB L 0 / 0 0.0 0.0
T 9 / 12 11.1 0.0
R 1 / 2 23.1 0.0
All 11.8 0.0
NB LTR 0 / 0 0.0 0.0
All 0.0 0.0
SB L 3 / 6 7.5 0.0
TR 2 / 3 19.1 0.0
All 12.5 0.0
Intersect. 13.0
SIG/Cinema v3.08
Marvin & Associates
Page 2
95
620
1
1
1080
200
0
0
1
200
0
105
1
10 04
2
37 24
2
37 24
3
27 24
3
27 24