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Determine the cumulative 15-year 18 kip ESAL’s in the design lane for 2-lane highway for the...

Determine the cumulative 15-year 18 kip ESAL’s in the design lane for 2-lane highway for the axles shown below. The traffic growth factor is 6% and the traffic volume is equally divided between the two directions. Single axle Tandem axle Axle load (kips) # of axles/day Axle load (kips) # of axles/day 6 1340 16 140 10 1000 20 160 12 400 24 170 14 300 26 300 16 200 30 200 18 160 34 100

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