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w-q
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o
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Scanano 1
55.7
938%
E
Scenario 2
739
101
Scenario 3
63.7
96
Scenario 3-A
366
83.6%
R
Scenario 4
62.3
•Scenano 1
Drive
135,0
111.4%
F
Scenario 2
1576
1173%
F
:Scenario 3
1724
120.9%
F
:Scenario 3-A
821
97.2%
F
nari
Sce0I
1467
113,0% 1F
Scenario 1
19.1
76.0%
B
:Scenario2
1R3
81.5%
B
Scenario 3
233
67.7 %
C
:Scenario 3-A
19.5
67.7%
8
:Scenario 4
26.1
Chenal Parkway and
:Scenario 1
Kirk Road (Traffic Signal Controll
27.6
76.2%
C
Scenario 2
30.6
812%
C
Scenario 3
32.4
88,0%
C
Alternative Comparisons
Scenario Information
Scenario #1
Page 1
5/24/2006
Filename: G:\P1000-Plus\P1180 Whisenhunt - Kirk Road\SYNCHRO\SYNCH-5-23-06\1180-SYNCH-Modified-5-23-06-S1.sy7
Location: P1180; Chenal Area Road Network
Data Date: 3/30/2006 Data Time: 5:00 pm
Timing Plan ID: PM Peak Hour
Alternative: Projected Traffic; Proposed Geometrics; Scenario 1
Number of Signalized Intersections: 11
Most Popular Cycle Length: 154
Scenario #2
Filename: G:\P1000-Plus\P1180 Whisenhunt - Kirk Road\SYNCHRO\SYNCH-5-23-06\1 1 80-SYNCH-Modified-5-23-06-S2.sy7
Location: P1180; Chenal Area Road Network
Data Date: 3/30/2006 Data Time: 5:00 pm
Timing Plan ID: PM Peak Hour
Alternative: Projected Traffic; Proposed Geometrics; Scenario 2
Number of Signalized Intersections: 11
Most Popular Cycle Length: 154
Scenario #3
Filename: G:\P1000-Plus\P1180 Whisenhunt - Kirk Road\SYNCHRO\SYNCH-5-23-06\1180-SYNCH-Modified-5-23-06-S3.sy7
Location: P1180; Chenal Area Road Network
Data Date: 3/30/2006 Data Time: 5:00 pm
Timing Plan ID: PM Peak Hour
Alternative: Projected Traffic; Proposed Geometrics; Scenario 3
Number of Signalized Intersections: 11
Most Popular Cycle Length: 154
Scenario #4
Filename: G:\P1000-Plus\P1180 Whisenhunt - Kirk Road\SYNCHRO\SYNCH-5-23-06\1180-SYNCH-Modified-5-23-06-S4.sy7
Location: P1180; Chenal Area Road Network
Data Date: 3/30/2006 Data Time: 5:00 pm
Timing Plan ID: PM Peak Hour
Alternative: Projected Traffic; Proposed Geometrics; Scenario 4
Number of Signalized Intersections: 11
Most Popular Cycle Length: 154
Multiple PM Peak Hour
Peters & Associates Engineers, Inc P1180; Chenal Area Road Network
Alternative Comparisons
Network Totals
Scenario #
1
2
3
4
Number of Intersections
14
14
14
14
Most Popular Cycle (s)
154
154
154
154
Alternative
Projecte
Projecte
Projecte
Projecte
Timing Plan ID
PM Peak
PM Peak
PM Peak
PM Peak
Data Time
5:00 pm
5:00 pm
5:00 pm
5:00 pm
Control Delay 1 Veh (stv)
40
47
50
44
Queue Delay / Veh (s/v)
15
16
18
16
Total Delay 1 Veh (s/v)
54
63
69
60
Total Delay (hr)
713
896
1024
844
Stops / Veh
0.63
0.65
0.67
0.65
Stops (#)
29782
32960
36102
32840
Average Speed (mph)
14
12
12
13
Total Travel Time (hr)
1101
1318
1465
1256
Distance Traveled (mi)
14931
16149
16916
15875
Fuel Consumed (gal)
1377
1589
1741
1539
Fuel Economy (mpg)
10.8
10.2
9.7
10.3
Performance Index
795.7
987.8
1124.2
934.8
Page 2
5/24/2006
Multiple PM Peak Hour
Peters & Associates Engineers, Inc. P1180; Chenal Area Road Network
Alternative Comparisons
Scenario Information
Scenario #1
Page 1
5/24/2006
Filename: G:\P1000-Plus\P1180 Whisenhunt - Kirk Road\SYNCHRO\SYNCH-5-23-06\1180-SYNCH-Modified-5-23-06-S3.sy7
Location: P1180; Chenal Area Road Network
Data Date: 3/30/2006 Data Time: 5:00 pm
Timing Plan ID: PM Peak Hour
Alternative: Projected Traffic; Proposed Geometrics; Scenario 3
Number of Signalized Intersections: 11
Most Popular Cycle Length: 154
Scenario #2
Filename: G:\P1000-Plus\P1180 Whisenhunt - Kirk Road\SYNCHRO\SYNCH-5-23-06\1180-SYNCH-Modified-5-23-06-S3A.sy7
Location: P1180; Chenal Area Road Network
Data Date: 3/30/2006 Data Time: 5:00 pm
Timing Plan ID: PM Peak Hour
Alternative: Projected Traffic; Proposed Geometrics; Scenario 3A
Number of Signalized Intersections: 11
Most Popular Cycle Length: 130
Multiple PM Peak Hour
Peters & Associates Engineers, Inc. P1180; Chenal Area Road Network
Alternative Comparisons
Network Totals
Scenario #
Number of Intersections
14
14
Most Popular Cycle (s)
154
130
Alternative
Projecte
Projecte
Timing Plan ID
PM Peak
PM Peak
Data Time
5:00 pm
5:00 pm
Control Delay / Veh (stv)
50
28
Queue Delay / Veh (s/v)
18
0
Total Delay / Veh (s/v)
69
28
Total Delay (hr)
1024
425
Stops / Veh
0.67
0.60
Stops (#)
36102
32192
Average Speed (mph)
12
20
Total Travel Time (hr)
1465
866
Distance Traveled (mi)
16916
16916
Fuel Consumed (gal)
1741
1255
Fuel Economy (mpg)
9.7
13.5
Performance Index
1124.2
514.1
Page 2
5/24/2006
Multiple PM Peak Hour
Peters & Associates Engineers, Inc. P1180; Chenal Area Road Network
LAP G)
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SCENARIO I ANALYSIS CONDITION: ANALYSIS CONDITION:
No: Including Delle Proposed LUP Changes PM PEAK HOUR - EXISTING TRAFFIC
No Including Whisenhunl LUP Changes PLUS FULL BUILD -OUT PROJECTED TRAFFIC VOLUMES
With
I h Whisenhuni MSP Changes PLUS 10 -YEAR BACKGROUND GROWTH
With completion of LaGrande and Rahling Extension to Kanis. SCENA
Wilh 10 -Year Background Growlh. RIO 1 FIGURE No.*
(This includes needed change to Trac( 20 along Kanis to Commercial). PROJECTED TRAFFIC VOLUMES A
PM PEAK HOUR
PROJECT No. P1180
WHISENHUNT PROPERTY Pis & ASSOCIATESxKaoc= INC
DATE: 5-23-2006 Little Rock, Arkansas WWI= --
4. t,N �J
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SCENARIO 2 ANALYSIS CONDITION:
ANALYSIS CONDITION:
With Deltic Proposed LUP Changes
PM PEAK HOUR - EXISTING TRAFFIC
Not including Whisenhunt LUP Changes
PLUS FULL BUILD -OUT PROJECTED TRAFFIC VOLUMES
With Whisenhunt MSP Changes
PLUS 10 -YEAR BACKGROUND GROWTH
Wilh completion ofLaGmnde and Rahling Extension
to Kanis,
SCENARIO 2FIGURE
IVa-:
Wilh 10 -Year Background Growth.
(This includes needed change to Tmcl 20 along
Kanis to Commercial)
PROJECTED TRAFFIC VOLUMES
B
PM PEAK HOUR
PROJECT No. P1180
WHISENHUNT PROPERTY
PE"1ERS & ASSOCIATES
Little Rock, Arkansas
DATE: 5-23-2006
V N O N
°l b b
6 ? r 4 20
586 402 o S 25
2SO 223 w 4 a
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to
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a 4 _ 125 -0 o- 135 769 b d 188 w
(WJI
Ln
W N N
OD 21 i Q 140
698-o o- 668
NARI 3 ANALYSIS CONDITION: ANALYSIS CONDITION:
With Deltic Proposed LUP Changes PM PEAK HOUR - EXISTING TRAFFIC
With Whisenhunt LUP Changes PLUS FULL BUILD -OUT PROJECTED TRAFFIC VOLUMES
With Whisenhunt MSP Changes PLUS 10 -YEAR BACKGROUND GROWTH
With completion or LaGrande and Rahling Extension to Kanis. SCENARIO 3 FIGURE ❑.:
With 10 -Year Background Growth.
(This includes needed change to Tract 20 along Kanis to Commercial) PROJECTED TRAFFIC VOLUMES C
PM PEAK HOUR
PROJECT NO. P1180 WHISENHUNT PROPERTY PETERS & ASSOCIATES
Little Rock, Arkansas LjCM.�
DATE: 5-23-2006 ,..NMEa
��■��r..-.r.. ^--
r vI N O V
N
'p p 64 o -j55 4 20
413
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g 50 365 o- 4
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d b b n ,MF arDR
09
20 Q 4 25 1h� r d7 Tghri �• n 1rfcl?:4 MX Tract 35 N b b
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a 4 rp 125 -o o- 135 699 b d 188 '- N
� � N
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627-o *-628
SCENARIO 4 ANALYSIS CONDITION: ANALYSIS CONDITION:
Not including Deltic Proposed LUP Changes PM PEAK HOUR - EXISTING TRAFFIC
With Whisenhunt LUP Changes PLUS FULL BUILD -OUT PROJECTED TRAFFIC VOLUMES
With Whisenhunt MSP Changes PLUS 10 -YEAR BACKGROUND GROWTH
With completion ofLaGrande and Rahling Extension to Kanis SCENARIO 4 FIGURE No-:
With 10 -Year Background Growth.
(This includes needed change to Tract 20 along Kanis to Commercial) PROJECTED TRAFFIC VOLUMES
PM PEAK HOUR
PROJECT No. P1180 WHISENHUNT PROPERTYpr AS30CIATES
Inmalmia INC.
Little Rock, Arkansas �i mr;- � �}
DATE: 5-23-2006