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Page 26 of 135 <br /> <br />CIRCES Cost Estimating Software <br />Truck Cycle Time: <br />Truck Exchange Time: 0.60 Minutes Adjusted for site altitude: 0.600 Minutes <br />Truck Load Time: 1.050 Minutes Adjusted for site altitude: 1.050 Minutes <br />Truck Maneuver and Dump <br />Time: <br />1.00 Minutes Adjusted for site altitude: 1.000 Minutes <br /> <br />Truck Travel (Haul & Return) Time: Road Condition: Very hard, smooth, asphalt or concrete, no tire <br />penetration 1.2 <br />Haul Route: <br />Seg # Haul Distance <br />(Ft) <br />Grade (%) Roll. Res <br />(%) <br />Total Res <br />(%) <br />Velocity <br />(fpm) <br />Travel <br />Time <br />(min) <br />1 10560.00 0.00 1.20 1.20 4223 3.212 <br />Haul Time: 3.212 minutes <br />Return Route: <br />Seg # Haul Distance <br />(Ft) <br />Grade (%) Roll. Res <br />(%) <br />Total Res <br />(%) <br />Velocity <br />(fpm) <br />Travel <br />Time <br />(min) <br />1 10560.00 0.00 1.20 1.20 4254 2.754 <br />Return Time: 2.754 minutes <br />Total Truck Cycle Time: 8.616 minutes <br />Loading Tool unit <br />Production <br /> <br />1,104.00 <br /> <br />LCY/Hour <br /> <br />Adjusted for job efficiency: <br /> <br />916.32 <br /> <br />LCY/Hour <br />Truck Unit Production <br />211.42 <br /> <br />LCY/Hour <br /> <br />Adjusted for job efficiency: <br /> <br />175.48 <br /> <br />LCY/Hour <br /> <br />Optimal No. of Trucks: <br /> <br />5 <br /> <br />Truck(s) <br /> <br />Selected Number of Trucks: <br /> <br />6 <br /> <br />Truck(s) <br />Adjusted hourly truck team production: 1,052.87 LCY/Hour <br />Adjusted single truck/loader team production: 916.32 LCY/Hour <br />Adjusted multiple truck/loader team production: 916.32 LCY/Hour <br /> <br />JOB TIME AND COST <br />Fleet size: 1 Team(s) Total job time: 4.99 Hours <br /> <br />Unit cost: <br /> <br />$1.545 <br /> <br />/LCY <br /> <br />Total job cost: <br /> <br />$7,064