Page 26 - UNIT 5- FLEXIBLE PAVEMENT DESIGN
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Civil Engineering Department | DCC3113 : Highway & Traffic Engineering
Design Procedure:
Total Equivalent Standard Axles, ESA
ESA = Vc x e
Where, e = equivalent factor (Refer Table 3.1 in (Arahan Teknik (Jalan) 5/85 or e = 2.52)
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Prepared by : SITI ZURAIFA BINTI MD SAH, zuraifa@pmu.edu.my
