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Exhibit 3-34. Merging Analysis for NBRT Using HCM Chapter 25 |
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Input Data |
EBT |
NBR |
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Volume |
2,010 |
433 |
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Number of lanes |
2 |
1 |
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Free flow speed |
55 |
35 |
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Analysis Results |
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Adjusted flow rate |
2,010 |
433 |
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Merge area density |
17.7 pcpmpl |
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LOS |
B |
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Simplifying Assumptions No other ramps present Driver pop. adjustment =1.0 PHF =1 10% Trucks and RVs Right side entry 1,200 foot acceleration lane Level terrain |
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