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BULLDOZER WORK <br />Task description: Spreadtopsoil on .3 acre conveyor corridor (Area#27) <br />Site: Roadside Portals Permit Action: SL9 Permit/Job#: C1981041 <br />PROJECT IDENTIFICATION <br />Task#: 200 State <br />Date: 10/26/2016 County <br />User: JLE <br />Agency or organization name <br />JOy <br />Colorado <br />Mesa <br />HOURLY EQUIPMENT COST <br />Basic Machine: <br />Cat D9T - 9SU <br />Horsepower: <br />405 <br />Blade Type: <br />Semi -Universal <br />Attachment: <br />3-shankripp er <br />Shift Bas is: <br />1 perday <br />Data Source: <br />(CRG) <br />Cost Breakdown: <br />Ownership Cost/Hour: <br />Operating Cost/Hour: <br />Ripper own. Cost/Hour: <br />Ripperop. Cost/Hour: <br />Operator Cost/Hour: <br />Abbreviation: None <br />Filename: 200 <br />Totalunit Cost/Hour: $251.69 <br />Total Fleet Cost/Hour: $251.69 <br />MATERIAL QUANTITIES <br />Initial Volume: 242 <br />Swell factor: 1.000 <br />Loosevolume: 242 LCY <br />Source ofestimatedvolume: 6" over.3 acres <br />Source ofestimated swell factor: Cat Handbook <br />HOURLY PRODUCTION <br />Averagepushdistance: 50 feet <br />Unadjusted hourly production: 2,110.5 LCY/hr <br />Materials consistency description: Loose stockpile 1.2 <br />Average push gradient: 0% <br />Averages ite altitude: 5,500 feet <br />Material weight: 1,600 lbs /LCY <br />Weight description: Top Soil <br />Job Condition Correction Factor Source <br />Operator Skill: 0.750 (AVG.) <br />Material consistency: 1.200 CAT HB <br />Dozing method: 1.100 50% SL <br />Visibility: 1.000 (AVG.) <br />Job efficiency: 0.830 (1 SHIFT/DAY) <br />Spoil pile: 0.900 (SSD -FC) <br />G 1981-041, SL -09 Findings Document Page 68 of 79 <br />Utilization % <br />$97.48 <br />NA <br />$103.60 <br />100 <br />$10.74 <br />NA <br />$0.00 <br />0 <br />$39.87 <br />NA <br />Totalunit Cost/Hour: $251.69 <br />Total Fleet Cost/Hour: $251.69 <br />MATERIAL QUANTITIES <br />Initial Volume: 242 <br />Swell factor: 1.000 <br />Loosevolume: 242 LCY <br />Source ofestimatedvolume: 6" over.3 acres <br />Source ofestimated swell factor: Cat Handbook <br />HOURLY PRODUCTION <br />Averagepushdistance: 50 feet <br />Unadjusted hourly production: 2,110.5 LCY/hr <br />Materials consistency description: Loose stockpile 1.2 <br />Average push gradient: 0% <br />Averages ite altitude: 5,500 feet <br />Material weight: 1,600 lbs /LCY <br />Weight description: Top Soil <br />Job Condition Correction Factor Source <br />Operator Skill: 0.750 (AVG.) <br />Material consistency: 1.200 CAT HB <br />Dozing method: 1.100 50% SL <br />Visibility: 1.000 (AVG.) <br />Job efficiency: 0.830 (1 SHIFT/DAY) <br />Spoil pile: 0.900 (SSD -FC) <br />G 1981-041, SL -09 Findings Document Page 68 of 79 <br />