Using PeMS Data to Empirically Diagnose Freeway Bottleneck ...
Using PeMS Data to Empirically Diagnose Freeway Bottleneck ...
Using PeMS Data to Empirically Diagnose Freeway Bottleneck ...
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-50500<br />
-51000<br />
-51500<br />
-52000<br />
-52500<br />
-53000<br />
-53500<br />
Station 70 – Loops 1-4 Oblique N and T<br />
N(70,t) - q 0 (70)t'<br />
-12600<br />
-12800<br />
-13000<br />
-13200<br />
-13400<br />
-13600<br />
-13800<br />
7:00<br />
8:00<br />
8:57:00<br />
9:00<br />
9:01:00<br />
Time, t<br />
-14000<br />
N(70,t) - q 0 t', q 0 = 9500 vph<br />
T(70,t) - b 0 t', b 0 = 2400 seconds per hour<br />
T(70,t) - b 0 (70)t'<br />
1863 9206<br />
1 2 3 4 5 6 7<br />
7:14:00<br />
2341<br />
6772<br />
3368<br />
8010<br />
6480<br />
9146<br />
8958<br />
1403<br />
8255<br />
2509<br />
4663<br />
2595<br />
10172<br />
2881<br />
8<br />
9 10 11<br />
7:33:00<br />
7:51:30<br />
8:16:30<br />
8:39:00<br />
8:49:00<br />
8:50:00<br />
3578<br />
2705<br />
3199<br />
8904<br />
8130 8880<br />
9367<br />
8629<br />
3271<br />
SEGMENT #<br />
NO QUEUE<br />
QUEUE<br />
7:41:30<br />
9762<br />
U<br />
Q<br />
Station<br />
140<br />
130<br />
120<br />
110<br />
100<br />
90<br />
80<br />
70<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
Culver Dr.<br />
University Dr.<br />
Sand Canyon Ave.<br />
Travel Direction<br />
Hwy. 133<br />
Irvine Center Dr.
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