Exhibit 2-40.
Clifton Country Road Effects of Lane Utilization
Condition*
Performance Measure
Eastbound
Westbound
Northbound
Southbound
OA
L
T
R
Tot
L
T
R
Tot
L
T
R
Tot
L
T
R
Tot
Dataset 32 Base Case
Delay
34.5
28.6
10.2
25.6
31.3
21.0
12.9
23.4
33.1
32.0
33.2
33.0
32.3
31.2
32.0
25.9
v/c
0.03
0.81
0.24
-
0.53
0.73
-
-
0.41
0.20
0.34
-
0.40
0.21
-
-
95-Queue
0.2
15.6
5.3
-
6.9
200
-
-
4.4
2.2
3.2
-
4.4
2.5
-
-
Queue
0.1
8.3
2.6
-
3.5
11.0
-
-
2.1
1.1
1.6
-
2.2
1.2
-
-
Dataset 33 No Lane Utilization
Delay
34.5
22.5
10.2
20.5
30.9
19.6
12.9
22.4
33.2
32.0
33.2
33.0
32.3
31.2
32.0
23.4
v/c
0.03
0.57
0.24
-
0.51
0.68
-
-
0.42
0.20
0.34
-
0.40
0.21
-
-
95-Queue
0.2
13.1
5.3
-
6.9
19.1
-
-
4.4
2.2
3.2
-
4.4
2.5
-
-
Queue
0.1
6.8
2.6
-
3.4
10.4
-
-
2.2
1.1
1.6
-
2.2
1.2
-
-
Observed Lane Utilizationd
1.00
0.67
1.00
-
0.91
0.88
1.00
-
0.97
1.00
1.00
-
1.00
0.95
-
*Using an 82-second cycle length during the a.m. peak hour