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Exhibit 2-42.
Clifton Country Road Effects of Lane Group Treatments for the
Southbound Approach |
|
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 ratio |
0.03 |
0.8 |
0.2 |
- |
0.5 |
0.7 |
- |
- |
0.4 |
0.2 |
0.3 |
- |
0.4 |
0.2 |
- |
- |
|
95-Queue |
0.2 |
15.6 |
5.3 |
- |
6.9 |
20.0 |
- |
- |
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 36 Single SB Lane Group |
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 |
31.8 |
31.8 |
25.9 |
|
v/c ratio |
0.0 |
0.8 |
0.2 |
- |
0.5 |
0.7 |
- |
- |
0.4 |
0.2 |
0.3 |
- |
0.4 |
- |
- |
|
95-Queue |
0.2 |
15.6 |
5.3 |
- |
6.9 |
20.0 |
- |
- |
4.4 |
2.2 |
3.2 |
- |
3.8 |
- |
- |
|
Queue |
0.1 |
8.3 |
2.6 |
- |
3.5 |
11.0 |
- |
- |
2.1 |
1.1 |
1.6 |
- |
1.8 |
- |
- |
|
Dataset 37 SB Grouping as L, LT, TR |
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 |
49.9 |
30.5 |
45.4 |
26.6 |
|
v/c ratio |
0.0 |
0.8 |
0.2 |
- |
0.5 |
0.7 |
- |
- |
0.4 |
0.2 |
0.3 |
- |
0.8 |
0.1 |
- |
- |
|
95-Queue |
0.0 |
15.6 |
5.3 |
- |
6.9 |
20.0 |
- |
- |
4.4 |
2.2 |
3.2 |
- |
10.1 |
1.2 |
- |
- |
|
Queue |
0.1 |
8.3 |
2.6 |
- |
3.5 |
11.0 |
- |
- |
2.1 |
1.1 |
1.6 |
- |
5.2 |
0.6 |
- |
- |
|
*Using an 82.0
second cycle length during the a.m. peak hour |
|