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Exhibit 3-39. Three-Phase Timing Plan Comparison: Krome Avenue and Okeechobee Road |
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QEM Results (Sub-problem 5a) |
Full Operational Analysis |
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QEM Timing |
Equal v/c Timing |
Equal Delay Timing |
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Yellow + All Red Time per Phase (sec) |
4 |
4 |
6 |
6 |
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Green Time (sec): |
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WBLT |
10.8 |
10.8 |
9.7 |
17.7 |
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EB & WB Through |
86.2 |
86.2 |
81.8 |
68.0 |
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NB Through |
11.0 |
11.0 |
10.5 |
16.3 |
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v/c ratio |
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WBLT |
|
0.75 |
0.84 |
0.46 |
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EB Through |
|
0.79 |
0.83 |
1.0 |
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NB Through |
|
0.79 |
0.83 |
0.53 |
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Critical v/c ratio |
0.82 |
0.79 |
0.83 |
0.83 |
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Control Delay (sec/veh) |
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WBLT |
|
81 |
96 |
52 |
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EB Through |
|
13 |
18 |
47 |
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NB Through |
|
73 |
76 |
52 |
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Overall Intersection Delay |
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20.4 |
24.5 |
42 |
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Level of Service |
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WBLT |
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F |
F |
D |
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EB Through |
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B |
B |
D |
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NB Through |
|
E |
E |
D |
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Overall Intersection LOS |
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C |
C |
D |