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Bond Review PDYSGCK Page 34 of <br /> 167 <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 1.00 Minutes Adjusted for site altitude: 1.000 Minutes <br /> Dump Time: <br /> Truck Travel (Haul & Return) Time: Road Condition: Very hard, smooth, asphalt or concrete, no <br /> tire penetration 1.2 <br /> Haul Route: <br /> Seg 9 Haul Distance Grade Roll. Total Velocity Travel <br /> (Ft) N Res (%) Res (%) (fpm) 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 9 Haul Distance Grade Roll. Total Velocity Travel <br /> (Ft) N Res (%) Res (%) (fpm) 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 1,104.00 LCY/Hour Adjusted for job efficiency: 916.32 LCY/Hour <br /> Truck Unit <br /> Production 211.42 LCY/Hour Adjusted forjob efficiency: 175.48 LCY/Hour <br /> Optimal No. of 5 Truck(s) Selected Number of Trucks: 6 Truck(s) <br /> Trucks: <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 /> JOB TIME AND COST <br /> Fleet size: 1 Team(s) Total job time: 4.99 Hours <br /> Unit cost: $2.147 /LCY Total job cost: $9,819 <br /> CIRCES Cost Estimating Software <br />