Z-5646-A Application 2HCM Unsignalized Intersection Capacity Analysis Timing Plan: School PM
15: Forest Lane & Parent Pick-Up/Drop-Off 6/7/2007
� � � t \W 4/
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
EB 1
+
T+
SS 1
SB 2
Sign Control
3
Free
Free
Stop
4
Grade
3
0%
0%
0%
0
Volume (veh/h)
3
16
28
266 289
4
Peak Hour Factor
0.92
0.92
0.92
0.92 0.92
0.92
Hourly flow rate (vph)
3
17
30
289 314
4
Pedestrians
0
0
0
48
0
Lane Width (ft)
7:9
0.0
0.0
12,6
9.2
Walking Speed (ft/s)
A
B
A
Percent Biockage
1.2
6:0
12.5
Right turn flare (veh)
B
Median type
None
Median storage veh)
6.1
Upstream,signaV t]
50.9%
ICU Level of Service A
Analysis Period (min)
pX, platoon unblocked
15
vC, conflicting volume
320
199
175
vC1, stage 1 conf vol
VC2, stage -2 conf vol
vCu, unblocked vol
320
199
175
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
60
99
cM capacity (veh/h)
1240
788
858
Direction, Lane 4
EB 1
EB 2
WB 1
SS 1
SB 2
Volume Total
3
17
327
314
4
Volume Left
3
0
0
314
0
Volume'Right
0
0
289
6
4
cISH
1240
1700
1700
788
868
Volume to Capacity
0:00
0.01
0,19
0.40
0.01
Queue Length 95th (ft)
0
0
0
48
0
Control Delay (s)
7:9
0.0
0.0
12,6
9.2
Lane LOS
A
B
A
Approach Delay (s)
1.2
6:0
12.5
Approach LOS
B
Intersection Summary
Average Delay
6.1
Intersection Capacity Utilization
50.9%
ICU Level of Service A
Analysis Period (min)
15
Page 7 P736-41; West Little Rock School; Little Rock, Arkansas
Peters & Associates Engineers, Inc. Phase 2 Projected Traffic; Proposed Geometry; New Signal
West Taylor Loop Road
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. 11
West Taylor Loop Road
71 114
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Intersection Summary Page 1 of 1
SIDRA
IN'T'ERSECTION
Intersection summary
Taylor Loop Road and Forest Lane AM PEak Phase 2 with Signal
City of Little Rock
Performance Measure
Demand Flows - Total
Percent Heavy Vehicles
Degree of Saturation
Effective Intersection Capacity
950/6 Back of Queue (ft)
95% Back of Queue (veh)
Control Delay (Total)
Control Delay (Average)
Level of Service
Level of Service (Worst Movement)
Total Effective Stops
Effective Stop Rate
Proportion Queued
Travel Distance (Total)
Travel Distance (Average)
Travel Time (Total)
Travel Time (Average)
Travel Speed
Operating Cost (Total)
Fuel Consumption (Total)
Carbon Dioxide (Total)
Hydrocarbons (Total)
Carbon Monoxide (Total)
NOX (Total)
~'r
SIDRA SOLUTIUNS
Vehicles Persons
1037 veh/h
1244 pers/h
5.3 %
0.375
2765 veh/h
71 ft
2.7 veh
0.69 veh-h/h
0.83 pers-h/h
2.4 s/veh
2.4 s/pers
LOS A
LOS A
321 veh/h
385 pers/h
0.31 per veh
0.31 per pers
0.37
0.37
347.7 veh-mi/h
417.2 pers-mi/h
1770 ft
1770 ft
18.4 veh-h/h
22.0 pers-h/h
63.7 secs
63.7 secs
18.9 mph
18.9 mph
243 $/h
243 $/h
15.0 gal/h
142.3 kg/h
0.220 kg/h
6.94 kg/h
0.207 kg/h
Site: rev -5 -11 -06 -P1104 -Winfield -REV -8-02-06
Y:\P700-Plus\P736 LRSD School Improvements\736-41 WLR Taylor Loop Site\SIDRA\736-41-Taylor-Loop-Forest-AM-P2.aap
Processed Jun 11, 2007 10:19:11AM
A1541, Peters & Associates Engineers, Inc., Small Office
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6/11/2007
Movement Summary
Page 1 of 2
SIDRA
INTERSECTION
Movement Summary
Taylor Loop Road and Forest Lane
AM PEak Phase 2 with
Signal
City of Little Rock
Roundabout
Vehicle Movements
Dem
Deg of
Aver
Level of
95%
Back of
Prop.
Eff. Stop
Aver
Mov ID Turn Flow
%HV
Satn
Dela
Service
Queue
Queued
Rate
Speed
(veh/h)
(v/c)
(sec)
(ft)
(mph)
West Taylor Loop Road
3L L 282
5.0
0.367
4.2
LOS A
71
0.36
0.48
18.5
8T T 128
4.7
0.368
0.9
LOS A
71
0.36
0.15
19.3
8R R 5
16.7
0.375
1.0
LOS A
71
0.36
0.16
19.3
Approach 415
5.1
0.368
3.2
LOS A
71
0.36
0.37
18.8
Forest Lane
1L L 5
16.7
0.018
7.4
LOS A
3
0.57
0.58
17.9
6T T 1
50.0
0.018
4.0
LOS A
3
0.57
0.44
18.7
6R R 1
50.0
0.018
4.1
LOS A
3
0.57
0.39
18.7
Approach 10
30.0
0.018
6.1
LOS A
3
0.57
0.51
18.2
West Taylor Loop Road
7L L 5
16.7
0.261
5.2
LOS A
45
0.48
0.59
18.4
4T T 86
4.7
0.261
1.8
LOS A
45
0.48
0.31
19.1
4R R 149
4.7
0.261
1.9
LOS A
45
0.48
0.32
19.1
Approach 240
5.0
0.261
1.9
LOS A
45
0.48
0.32
19.1
Forest Lane
5L L 124
4.8
0.315
4.0
LOS A
60
0.30
0.44
18.6
2T T 5
16.7
0.316
0.6
LOS A
60
0.30
0.10
19.4
2R R 242
5.0
0.315
0.7
LOS A
60
0.30
0.11
19.4
Approach 372
5.1
0.315
1.7
LOS A
60
0.30
0.22
19.1
All Vehicles 1037
5.3
0.375
2.4
LOS A
71
0.37
0.31
18.9
Symbols which may appear in this table:
Following Degree of Saturation
# x = 1.00 for Short Lane with resulting Excess Flow
* x = 1.00 due to minimum capacity
Following LOS
# - Based on density for continuous movements
Following Queue
about:blank 6/11/2007
los Page 1 of 1
SIDRA --%..
INTERSECTION —
INTERSECTICtN
Level of Service
Based on Delay (HCM method)
Taylor Loop Road and Forest Lane AM PEak Phase 2 with Signal
City of Little Rock
Q
1
r
CD
West Taylor Loop Road
West Taylor Loop Road
Jr
. J . : =. :1 L L, 10 N
Intersection
Type
Roundabout
Color code
based on
Level of
Service
- LOS A
LOS B
- LOS C
- LOS D
LOS E
- LOS F
Site: rev -5 -11 -06 -P1104 -Winfield -REV -8-02-06
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about:blank 6/11/2007
queuedist Page 1 of 1
SIDRA -"
INTERSECTION
Queue Distance
Largest 95% Back of Queue for any lane used by movement (feet)
Taylor Loop Road and Forest Lane AM PEak Phase 2 with Signal
City of Little Rock
West Taylor Loop Road
15 j 1� 4!
45
O
Ri
}
11
West Taylor Loop Road
IJHA '�vLU T IUN_
Intersection
Type
Roundabout
Site: rev -5 -11 -06 -P1104 -Winfield -REV -8-02-06
Y:\P700-Plus\P736 LRSD School Improvements\736-41 WLR Taylor Loop Site\SIDRA\736-41-Taylor-Loop-Forest-AM-P2.aap
Processed )un 11, 2007 10:19:11AM
A1541, Peters & Associates Engineers, Inc., Small Office
Produced by SIDRA Intersection 3.1.061208.34
Copyright 2000-2006 Akcelik and Associates Pty Ltd
www.sidrasolutions.com
about:blank 6/11/2007
Color code
based on
Queue Storage
Ratio
< 0.6
0.6-0.7
J
j
0.7-o.s
1 (
0.9-1.0
e�11 0
> 1.0
UL
Site: rev -5 -11 -06 -P1104 -Winfield -REV -8-02-06
Y:\P700-Plus\P736 LRSD School Improvements\736-41 WLR Taylor Loop Site\SIDRA\736-41-Taylor-Loop-Forest-AM-P2.aap
Processed )un 11, 2007 10:19:11AM
A1541, Peters & Associates Engineers, Inc., Small Office
Produced by SIDRA Intersection 3.1.061208.34
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about:blank 6/11/2007
-o
CD
(D
West Taylor Loop Road
West Taylor Loop Road
West Taylor Loop Road
[oil
all
West Taylor Loop Road
5
5
J
Intersection Summary Page 1 of 1
SIDRA
INTERSECTION
Intersection Summary
Taylor Loop Road and Forest Lane PM PEak Phase 2 with Signal
City of Little Rock
Performance Measure
Demand Flows - Total
Percent Heavy Vehicles
Degree of Saturation
Effective Intersection Capacity
95% Back of Queue (ft)
95% Back of Queue (veh)
Control Delay (Total)
Control Delay (Average)
Level of Service
Level of Service (Worst Movement)
Total Effective Stops
Effective Stop Rate
Proportion Queued
Travel Distance (Total)
Travel Distance (Average)
Travel Time (Total)
Travel Time (Average)
Travel Speed
Operating Cost (Total)
Fuel Consumption (Total)
Carbon Dioxide (Total)
Hydrocarbons (Total)
Carbon Monoxide (Total)
NOX (Total)
Vehicles Persons
1012 veh/h
1214 pers/h
5.3
0.362
2793 veh/h
72 ft
2.8 veh
0.66 veh-h/h
0.79 pers-h/h
2.3 s/veh
2.3 s/pers
LOS A
LOS A
303 veh/h
363 pers/h
0.30 per veh
0.30 per pers
0.37
0.37
339.0 veh-mi/h
406.8 pers-mi/h
1768 ft
1768 ft
17.9 veh-h/h
21.5 pers-h/h
63.6 secs
63.6 secs
19.0 mph
19.0 mph
237 $/h
237 $/h
14.6 gal/h
138.5 kg/h
0.214 kg/h
6.75 kg/h
0.202 kg/h
Site: rev -5 -11 -06 -P1104 -Winfield -REV -8-02-06
Y:\P700-Plus\P736 LRSD School Improvements\736-41 WLR Taylor Loop Site\SIDRA\736-41-Taylor-Loop-Forest-PM-P2.aap
Processed Jun 11, 2007 10:23:31AM
A1541, Peters & Associates Engineers, Inc., Small Office
Produced by SIDRA Intersection 3.1.061208.34
Copyright 2000-2006 Akcelik and Associates Pty Ltd
www.sidrasolutions.com
about:blank
6/11/2007
Movement Summary
Page 1 of 2
SIDRA
INTEPMECwTION
Movement Summary
Taylor Loop Road and
Forest Lane PM
PEak Phase 2 with
Signal
City of Little Rock
Roundabout
Vehicle Movements
Dem
Deg of
Aver
Level of
950/0
Back of
Prop.
Eff. Stop
Aver
Mov ID Turn Flow
%HV
Satn
Delay
Service
Queue
Queued
Rate
Speed
(veh/h)
(v/c)
(sec)
(ft)
(mph)
West Taylor Loop Road
3L L 240
5.0
0.324
4.4
LOS A
59
0.38
0.49
18.5
8T T 104
4.8
0.324
1.0
LOS A
59
0.38
0.17
19.3
8R R 5
16.7
0.316
1.1
LOS A
59
0.38
0.18
19.3
Approach 350
5.1
0.324
3.3
LOS A
59
0.38
0.39
18.7
Forest Lane
1L L 5
16.7
0.017
7.0
LOS A
3
0.55
0.56
18.0
6T T 1
50.0
0.017
3.7
LOS A
3
0.55
0.41
18.8
6R R 1
50.0
0.017
3.7
LOS A
3
0.55
0.37
18.8
Approach 10
30.0
0.017
5.7
LOS A
3
0.55
0.49
18.3
West Taylor Loop Road
7L L 5
16.7
0.231
4.9
LOS A
39
0.44
0.56
18.4
4T T 89
4.5
0.234
1.5
LOS A
39
0.44
0.26
19.2
4R R 127
4.7
0.233
1.6
LOS A
39
0.44
0.27
19.1
Approach 222
5.0
0.234
1.6
LOS A
39
0.44
0.27
19.1
Forest Lane
5L L 147
4.8
0.362
4.0
LOS A
72
0.32
0.45
18.6
2T T 5
16.7
0.353
0.6
LOS A
72
0.32
0.11
19.4
2R R 278
5.0
0.362
0.7
LOS A
72
0.32
0.12
19.4
Approach 430
5.1
0.362
1.8
LOS A
72
0.32
0.23
19.1
All Vehicles 1012
5.3
0.362
2.3
LOS A
72
0.37
0.30
19.0
Symbols which may appear in this table:
Following Degree of Saturation
# x = 1.00 for Short Lane with resulting Excess Flow
* x = 1.00 due to minimum capacity
Following LOS
# - Based on density for continuous movements
Following Queue
about:blank 6/11/2007
los Page 1 of 1
SIDRA
INTERSECTION
Level of Service
Based on Delay (HCM method)
Taylor Loop Road and Forest Lane PM PEak Phase 2 with Signal
City of Little Rock
West Taylor Loop Road Intersection
Type
Roundabout
MA I LOA Color code
based on
LOS Level of
Service
LOS A
T9 r Q LOS B
Q CCf LOS C
UA LOS D
J � LOS E
16-
EO ® LOS F
cv
LOS A
L ilrl
A
West Taylor Loop Road
Jr
SIC)HA SOE_UTIONF
Site: rev -5 -11 -06 -P1104 -Winfield -REV -8-02-06
Y:\P700-Plus\P736 LRSD School Improvements\736-41 WLR Taylor Loop Site\SIDRA\736-41-Taylor-Loop-Forest-PM-P2.aap
Processed ]un 11, 2007 10:23:31AM
A1541, Peters & Associates Engineers, Inc., Small Office
Produced by SIDRA Intersection 3.1.061208.34
Copyright 2000-2006 Akcelik and Associates Pty Ltd
www.sidrasolutions.com
about:blank 6/11/2007
queuedist Page 1 of 1
SIDRA
INTERSECTInN
Queue Distance
Largest 95% Back of Queue for any lane used by movement (feet)
Taylor Loop Road and Forest Lane PM PEak Phase 2 with Signal
City of Little Rock
West Taylor Loop Road
.g
39
O
CD
1
r
CD
I
59
59
West Taylor Loop Road
Jr
SiORA SOLUTIC
Site: rev -5 -11 -06 -P1104 -Winfield -REV -8-02-06
Y:\P700-Plus\P736 LRSD School Improvements\736-41 WLR Taylor Loop Site\SIDRA\736-41-Taylor-Loop-Forest-PM-P2.aap
Processed Jun 11, 2007 10:23:31AM
A1541, Peters & Associates Engineers, Inc., Small Office
Produced by SIDRA Intersection 3.1.061208.34
Copyright 2000-2006 Akcelik and Associates Pty Ltd
www.sidrasolutions.com
about:blank
6/11/2007
Intersection
Type
Roundabout
Color code
based on
Queue Storage
Ratio
< 0.6
0.6-0.7
C1i
0.7-0.8
J
0.8-0.9
(
0.9-1.0
M > 1.0
c0
Site: rev -5 -11 -06 -P1104 -Winfield -REV -8-02-06
Y:\P700-Plus\P736 LRSD School Improvements\736-41 WLR Taylor Loop Site\SIDRA\736-41-Taylor-Loop-Forest-PM-P2.aap
Processed Jun 11, 2007 10:23:31AM
A1541, Peters & Associates Engineers, Inc., Small Office
Produced by SIDRA Intersection 3.1.061208.34
Copyright 2000-2006 Akcelik and Associates Pty Ltd
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about:blank
6/11/2007
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December 2000
Section 4C.02 Warrant 1, Eight -Hour Vehicular Volume
Support:
Page 4C-3
The Minimum Vehicular Volume, Condition A, is intended for application where a large
volume of intersecting traffic is the principal reason to consider installing a traffic control signal.
The Interruption of Continuous Traffic, Condition B, is intended for application where the
traffic volume on a major street is so heavy that traffic on a minor intersecting street suffers
excessive delay or conflict in entering or crossing the major street. sect. 4c.01 to 4c.02
Page 4C-4 December 2000
Standard:
The need for a traffic control signal shall be considered if an engineering study
finds that one of the following conditions exist for each of any 8 hours of an average
day:
A. The vehicles per hour given in both of the 100 percent columns of Condition
A in Table 4C-1 exist on the major -street and the higher -volume minor -street
approaches, respectively, to the intersection; or
B. The vehicles per hour given in both of the 100 percent columns of Condition
B in Table 4C-1 exist on the major -street and the higher -volume minor -street
approaches, respectively, to the intersection.
In applying each condition the major -street and minor -street volumes shall be for
the same 8 hours. On the minor street, the higher volume shall not be required to
be on the same approach during each of these 8 hours.
Option:
If the posted or statutory speed limit or the 85th -percentile speed on the major street exceeds
70 km/h (40 mph), or if the intersection lies within the built-up area of an isolated community
having a population of less than 10,000, the traffic volumes in the 70 percent columns in Table
4C-1 may be used in place of the 100 percent columns.
Standard:
The need for a traffic control signal shall be considered if an engineering study
finds that both of the following conditions exist for each of any 8 hours of an
average day:
A. The vehicles per hour given in both of the 80 percent columns of Condition
A in Table 4C-1 exist on the major -street and the higher -volume minor -street
approaches, respectively, to the intersection; and
B. The vehicles per hour given in both of the 80 percent columns of Condition
B in Table 4C-1 exist on the major -street and the higher -volume minor -street
approaches, respectively, to the intersection.
These major -street and minor -street volumes shall be for the same 8 hours for each
condition; however, the 8 hours satisfied in Condition A shall not be required to be
the same 8 hours satisfied in Condition B. On the minor street, the higher volume
shall not be required to be on the same approach during each of the 8 hours.
Sect. 4C.02
December 2000
Table 4C-1. Warrant 1, Eight -Hour Vehicular Volume
Page 4C-5
Condition A—Minimum Vehicular Volume
-Vehicles per hour on
higher -volume
Number of lanes for
Vehicles per hour on major street
minor -street approach
moving traffic on each approach
(total of both approaches)
(one direction only)
Major Street Minor Street
100%a 80%' 70%`
100%8 80%' 70%°
1 ................. 1.................
500 400 350
150 120 105
2 or more... 1 .................
600 480 420
150 120 105
2 or more... 2 or more...
600 480 420
200 160 140
1 ................. 2 or more ....
500 400 350
200 160 140
Condition 13—Interruption of Continuous Traffic
Vehicles per hour on
higher -volume
Number of lanes for
Vehicles per hour on major street
minor -street approach
moving traffic on each approach
(total of both approaches)
(one direction only)
Major Street Minor Street
100%a 80%' 70%°
100%a 80%' 70%`
1 ................. 1.................
750 600 525
75 60 53
2 or more... 1 .................
900 720 630
75 60 53
2 or more... 2 or more...
900 720 630
100 80 70
1 ................. 2 or more.—
750 600 525
100 80 70
Basic minimum hourly volume.
' Used for combination of Conditions A and B after adequate trial of other remedial measures.
° May be used when the major -street speed exceeds 70 km/h (40 mph) or in an isolated community with a population of
less than 10,000.
Sect. 4C.02
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