Table 4-64. Number of vehicles per hour during peak hours under alternative B.
vehicles per | (percentage of | |||||||
SC 19 | 3,000b | 2,821 (94) | 2,852 (95) | 2,875 (96) | 2,948 (98) | |||
SC 125 | 3,200b | 2,720 (85) | 2,750 (86) | 2,772 (87) | 2,842 (89) | |||
SC 57 | 2,100b | 706 (34) | 713 (34) | 719 (34) | 737 (35) | |||
Road E at
E-Area | 2,300c | 788d (34) | 856e (37) | 907e (39) | 1,068e (46) |
a. Number in parentheses represents percentage of design capacity.
b. Adapted from Smith (1989).
c. Adapted from TRB (1985).
d. Includes baseline plus the maximum number (47) of construction workers (Hess 1995a).
e. Includes baseline plus the maximum number (115 for the minimum, 166 for the expected, and 327 for the maximum waste forecast) of construction workers (Hess 1995a).
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