Page 43 - UNIT 5- FLEXIBLE PAVEMENT DESIGN

Civil Engineering Department | DCC3113 : Highway & Traffic Engineering

Example

• Initial annual commercial traffic for one way, Vo

V o = 6600 x 0.15 x 0.5 x 365 = 181,000

• Accumulative sum of commercial traffic one way for 10 year design period

10
V = 181,000 [(1 + 0.07) - 1]
c
---------------------------------
0.07
= 2.50 x 10
6

• Total Equivalent Standard Axles

ESA = 2.0 x 2.5 x 10
5
= 5.0 x 10
6

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