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Page 62 of 116 <br />Haul Route: <br />Seg # <br />Haul Distance (Ft) <br />Grade ( %) <br />Roll. Res <br />( %) <br />Total Res <br />( %) <br />Velocity <br />(fpm) <br />Travel Time <br />( <br />1 <br />10560.00 <br />11.50 <br />5.00 <br />16.50 <br />690 <br />15.314 <br />Haul Time: 15.314 minutes <br />Return Route: <br />Seg # <br />Haul Distance (Ft) <br />Grade ( %) <br />Roll. Res <br />( %) <br />Total Res <br />( %) <br />Velocity <br />(fpm) <br />Travel Time <br />(mm) <br />1 <br />10560.00 <br />-11.50 <br />5.00 <br />-6.50 <br />2938 <br />3.705 <br />Return Time: 3.705 <br />Total Truck Cycle Time: 21.727 <br />Loading Tool unit <br />Production 504.90 LCY/Hour Adjusted for job efficiency: <br />Truck Unit Production <br />42.00 LCY/Hour Adjusted for job efficiency: <br />Optimal No. of Trucks: 12 Truck(s) Selected Number of Trucks: <br />Adjusted hourly truck team production: 209.18 <br />Adjusted single truck /loader team production: 209.18 <br />Adjusted multiple truck/loader team production: 209.18 <br />JOB TIME AND COST <br />Fleet size: 1 Team(s) Total job time: 30.85 Hours <br />Unit cost: $3.869 /LCY Total job cost: $24,966.13 <br />minutes <br />minutes <br />419.06 LCY/Hour <br />34.86 LCY/Hour <br />6 Truck(s) <br />LCY/Hour <br />LCY/Hour <br />LCY/Hour <br />CIRCES Cost Estimating Software <br />