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FLEXIBLE PAVEMENT DESIGN<br />
LANE DISTRIBUTION FACTOR<br />
AASHTO 93<br />
NUMBER OF LANES<br />
IN EACH DIRECTION<br />
PERCENT OF 18-kip<br />
ESAL IN DESIGN<br />
LANE<br />
1 100<br />
2 80 – 100<br />
3 60 – 80<br />
4 50 - 75
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