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Truck Maneuver and Dump 1.00 Minutes <br />Time: <br />Page 31 of 138 <br />Adjusted for site altitude: 1.000 Minutes <br />Truck Travel (Haul& Return) Time: Road Condition: Very hard, smooth, asphalt or concrete, no tire <br />n tion 1.2 <br />Seg # <br />HaulDistance <br />Grade (%) <br />Roll. Res <br />Total Res <br />Velocity <br />Trave <br />(Ft) <br />(%) <br />(%) <br />(fpm) <br />Time <br />min <br />1 <br />10560.00 <br />0.00 <br />1.20 <br />1.20 <br />4223 <br />3.212 <br />HaulTime: 3.212 minutes <br />Return Route: <br />Seg # <br />HaulDistance <br />Grade (%) <br />Roll. Res <br />Total Res <br />Velocity <br />Trave <br />(Ft) <br />(%) <br />(%) <br />(fpm) <br />Time <br />lin <br />1 <br />10560.00 <br />0.00 <br />1.20 <br />1.20 <br />4254 <br />2.754 <br />Return Time: 2.754 minutes <br />Total Truck Cycle Time: 8.616 minutes <br />Loading Toolunit <br />Production 1,104.00 LCY/Hour Adjusted forjob efficiency: 916.32 LCY/Hour <br />Truck Unit Production <br />211.42 LCY/Hour Adjusted forjob efficiency: 175.48 LCY/Hour <br />Optimal No. ofTrucks: 5 Truck(s) Selected NumberofTrucks: 6 Truck(s) <br />Adjustedhourly truck teamproduction: 1,052.87 LCY/Hour <br />Adjustedsingletruck/loaderteamproduction: 916.32 LCY/Hour <br />Adjustedmultiple truck/loaderteamproduction: 916.32 LCY/Hour <br />JOB TIME AND COST <br />Fleet size: 1 Team(s) <br />Unit cost: $1.626 /LCY <br />Total job time: 11.51 Hours <br />Totaljob cost: $17,159 <br />CIRCES Cost Estimating So$ware <br />