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<br /> considers all trips that are expected to be made during normal operation of the <br />' gravel pit/concrete batch plant. Using the AASHTO '86 Pavement Analysis <br /> Program, the total Flexible E 18's generated by the project calculated to be** <br /> 140 <br />768 f <br />h <br />20 <br />i <br />Th <br />ffi <br />d i <br />hi <br />d <br />b <br />d <br /> , <br />or t <br />e <br />year per <br />e <br />ase tra <br />ata use <br />n t <br />s analysis are <br />o <br />. <br />c <br />' presented in Table IX below. <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br />1 <br />1 <br /> <br /> <br />1 <br />' 23 <br /> <br />