Page 28 - UNIT 5- FLEXIBLE PAVEMENT DESIGN

Civil Engineering Department | DCC3113 : Highway & Traffic Engineering

Design Procedure:

Capacity Estimation

Maximum Hourly Capacity, c

c = I x R x T

Where I = Ideal hourly capacity (Refer Table 3.2 in (Arahan Teknik (Jalan) 5/85)

R = Roadway Reduction Factor (Refer Table 3.3 in (Arahan Teknik (Jalan) 5/85)

T = Traffic Reduction Factor (Refer Table 3.4 in (Arahan Teknik (Jalan) 5/85)

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Prepared by : SITI ZURAIFA BINTI MD SAH, zuraifa@pmu.edu.my