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' M <br />Table IX <br />INPUT VALUE DESCRIPTION FOR TABLE 8 <br /> Input Number Equipment Description <br />' , 1-6 Comb. Truck lowboy with crusher <br /> 7-12 Comb. Truck with crusher parts <br /> 13-18 Comb. Truck with crusher parts <br />' 19-24 Fuel Trucks <br /> 25-30 Mixer Trucks <br /> 31-36 Comb. Bellydumps <br />' 37-40 Ten Wheelers <br /> 41-44 Water Trucks <br /> 45-46 Lube Truck <br />' 47-48 Winch Truck <br /> 49-50 pdpu <br /> <br />1 <br /> <br />The site generated traffic distribution is 60% to the north and 40% to the south. The <br />EALs to be applied to the north are 140,768 x 60% = 84,461 and 56,307 to the south <br />of the site. The percentage of total EALs applied to the section of CR 521 near US <br />160 that is to be improved, that Gosney & Sons, Inc. is responsible for is Project <br />EALBackground EAL x 100. The 20 year background EAL = 2,010,449 and Project <br />EAL = 84,461 for the northern section and 56,307 for the southern section. This <br />' indicates that Gosney & Sons, Inc. contributes 4.2% of the total EAL to the north and <br />2.8% of the total EAL to the south. If the budget for the pavement improvement is <br />$640,000, the Gosney & Sons, Inc. share is approximately 3.5% x $640,000 = $22,400 <br />' if averages can be used. <br /> <br /> 25 <br /> <br /> <br />