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Determine the total design lane 18 kip Equivalent Axle Loading (18k EAL'S) using the ODOT midpoint method for the following traffic and roadway criteria: 2020 ADT = 26,500 2045 ADT = 31,300 一zfyears Dp=55%
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Determine the total design lane 18 kip Equivalent Axle Loading (18k EAL'S) using the ODOT midpoint method for the following traffic and roadway criteria: 2020 ADT = 26,500 2045 ADT = 31,300 一zfyears Dp=55% due to an odd exit ramp configuration in the area 14% Trucks 6-lane Urban Freeway with Rigid Pavement

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Determine the total design lane 18 kip Equivalent Axle Loading (18k EAL'S) using the-example-1
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