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Page 160 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 />mm <br />1 <br />3600.00 <br />-4.00 <br />3.00 <br />-1.00 <br />3503 <br />1.113 <br />Haul Time: 1.113 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 />3600.00 <br />4.00 <br />3.00 <br />7.00 <br />2398 <br />1.878 <br />Return Time: 1.878 minutes <br />Total Truck Cycle Time: 6.409 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 />1,637.29 LCY/Hour Adjusted for job efficiency: 1,358.95 LCY/Hour <br />Optimal No. of Trucks: 3 Truck(s) Selected Number of Trucks: 3 Truck(s) <br />Adjusted hourly truck team production: 4,076.85 LCY/Hour <br />Adjusted single truck/loader team production: 3,926.32 LCY/Hour <br />Adjusted multiple truck/loader team production: 7,852.64 LCY/Hour <br />JOB TIME AND COST <br />Fleet size: 2 Team(s) <br />Unit cost: $0.966 /LCY <br />Total job time: 4.52 Hours <br />Total job cost: $34,314 <br />CIRCES Cost Estimating Software <br />