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Sub-problem 3a - Page 9 of 9

ID# C103A09

Sub-problem 3a: Oversaturated Intersection Analysis

Exhibit 1-34 shows the results of the analysis for time period 4 (4:45 - 5:00 pm):

Exhibit 1-34. Lane Group Capacity, Control Delay, and LOS Determination at Styner-Lauder under Signal Control (4:45 - 5:00 pm) (Dataset17)

Approach EB WB NB SB
Movement LT TH/RT LT TH/RT LT TH/RT LT TH/RT
Adj flow rate 45 235 55 235 145 1,060 50 1,480
Lane group capacity 257 422 257 430 148 2,092 246 2,078
v/c ratio 0.18 0.56 0.21 0.55 0.98 0.51 0.20 0.71
Green ratio 0.25 0.25 0.25 0.25 0.58 0.58 0.58 0.58
Control delay 19.1 31.9 19.7 24.5 607.3 8.3 5.5 9.5
Lane group LOS B C B C F A A A
Approach delay 29.9 23.6 80.4 9.4
Approach LOS C C F A
Intersection delay 38.3 Intersection LOS D

The results for the fourth time period are much the same as for the third time period. All volume/capacity ratios are less than 1.0, so all demand is served during this 15-minute period. As before, delays are high for the NB LT movement.

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