Q: Given the data below: Daily Traffic Count Axle Load (Kips) (2-axle) 2 (3-axle) 22 (4-axle) 40 |(5-axle) 50 (6-аxle) 50 SN is 5, P;= 4.2, P,= 3, lane distribution factor = 0.45, AADT = 1600 design life is 15 years, growth rate is 2.5%, Calculate the ESAT.
Q: Given the data below: Daily Traffic Count Axle Load (Kips) (2-axle) 2 (3-axle) 22 (4-axle) 40 |(5-axle) 50 (6-аxle) 50 SN is 5, P;= 4.2, P,= 3, lane distribution factor = 0.45, AADT = 1600 design life is 15 years, growth rate is 2.5%, Calculate the ESAT.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter13: Evaluating Transportation Alternatives
Section: Chapter Questions
Problem 24P
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