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Page 164 of 394 <br />Haul Route: <br />Seg # <br />Haul Distance <br />Grade (%) <br />Roll. Res <br />Total Res <br />Velocity <br />Travel <br />(Ft) <br />(%) <br />(%) <br />(fpm) <br />Time <br />min <br />1 <br />500.00 <br />-12.00 <br />3.00 <br />-9.00 <br />1411 <br />0.529 <br />Haul Time: 0.529 minutes <br />Return Route_ <br />Seg # <br />Haul Distance <br />Grade (%) <br />Roll. Res <br />Total Res <br />Velocity <br />Travel <br />(Ft) <br />(%) <br />(%) <br />(fpm) <br />Time <br />min <br />1 <br />500.00 <br />12.00 <br />3.00 <br />15.00 <br />1300 <br />0.788 <br />Return Time: <br />Total Truck Cycle Time: <br />0.788 <br />4.735 <br />minutes <br />minutes <br />Loading Tool unit <br />Production 4,730.51 LCY/Hour Adjusted for job efficiency: 3,926.32 LCY/Hour <br />Truck Unit Production <br />2,216.09 LCY/Hour Adjusted for job efficiency: 1,839.35 LCY/Hour <br />Optimal No. of Trucks: 2 Tr ick(s) Selected Number of Trucks: 2 Truck(s) <br />Adjusted hourly truck team production: 3,678.71 LCY/Hour <br />Adjusted single truck/loader team production: 3,678.71 LCY/Hour <br />Adjusted multiple truck/loader team production: 7,357.42 LCY/Hour <br />JOB TIME AND COST <br />Fleet size: 2 Team(s) <br />Unit cost: $0.920 /LCY <br />Total job time: 4.93 Hours <br />Total job cost: $33,387 <br />CIRCES Cost Estimating Software <br />