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|
Exhibit 2-25. Moe Road Trends in
Lane Utilization |
|
Dataset |
Condition |
Peds |
Cycle Length |
Performance Measure |
EB |
WB |
NB |
SB |
OA |
|
LT |
TH |
RT |
Tot |
LT |
TH |
RT |
Tot |
LT |
TH |
RT |
Tot |
LT |
RT |
LT |
Tot |
|
18 |
Base Case |
No |
50.0 |
Delay |
10.1 |
23.8 |
23.6 |
33.5 |
13.8 |
17.3 |
31.9 |
31.9 |
14.0 |
14.0 |
21.2 |
|
95-queue |
0.5 |
20.2 |
|
8.9 |
17.0 |
- |
11.0 |
- |
2.0 |
- |
- |
|
queue |
0.2 |
11.1 |
|
4.5 |
9.1 |
- |
5.7 |
- |
1.0 |
- |
- |
|
19 |
30% more generated traffic |
No |
53.0 |
Delay |
10.9 |
28.2 |
27.9 |
34.8 |
14.7 |
18.3 |
36.4 |
36.4 |
15.0 |
15.0 |
23.9 |
|
95-queue |
0.5 |
22.6 |
|
9.8 |
18.5 |
- |
12.5 |
- |
2.4 |
- |
- |
|
queue |
0.3 |
12.5 |
|
5.0 |
10.0 |
- |
6.5 |
- |
12 |
- |
- |
|
20 |
30% more traffic LU default |
No |
53.0 |
Delay |
10.9 |
21.4 |
21.2 |
34.4 |
11.7 |
15.8 |
36.4 |
36.4 |
15.0 |
15.0 |
20.1 |
|
95-queue |
0.5 |
20.3 |
|
9.8 |
16.7 |
- |
12.5 |
- |
2.4 |
- |
- |
|
queue |
0.3 |
11.1 |
|
5.0 |
8.9 |
- |
6.5 |
- |
1.2 |
- |
- |
|
21 |
30% more traffic LU=0.67 |
No |
53.0 |
Delay |
10.9 |
28.2 |
27.9 |
34.8 |
29.0 |
30.1 |
36.4 |
36.4 |
15.0 |
15.0 |
29.5 |
|
95-queue |
0.5 |
22.6 |
|
9.8 |
23.8 |
- |
12.5 |
- |
2.4 |
- |
- |
|
queue |
0.3 |
12.5 |
|
5.0 |
13.3 |
- |
6.5 |
- |
1.2 |
- |
- |
|