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Design ESAL

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easaw

easaw

Geotechnical
Joined
Jan 21, 2008
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I'm working on a rigid pavement design. The only data I have is AADT, which is 10000.
How do we design ESAL (W18) with the available data?
 
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Thank you bridgebuster for your info. According to my computation, the thickness of the rigid pavement is about 6.5".
What is the considerate rigid pavement thickness for a collectoral road?
 
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