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Job No: 110100-004-04 Client: LRM page 8 of 21 <br /> TELEST Task: Recl'n Cost Estimate Computed By:D. Bauer Date: 9/7/17 <br /> 50 LUTE ONE- 1 rd r OR P C� R I i 1 u <br /> . . . . DRAFT-For DRMS Review Checked By: W.Niccoli Date: 12/30/17 <br /> Calculations Con'd: <br /> 4. Quantify hauling operations Con'd <br /> caterpULar ffB <br /> Frown. mi. vie pLovk. <br /> =SL,tM(N1.5:P15) <br /> Loot der'!F11)<TRI,tNc0K15/'7 <br /> L r �7 P C R <br /> t_oader'!�i1),TRI,tNc(K15/'� 2 <br /> Loader'!�12),T _RNcJ15/'� 5 <br /> Loader'!�11)) ' <br /> 3 PERf EEA DRS <br /> 10 Loa r To Haul Haul Haul Haul Haul Maul Haul Haul Maul <br /> 11 Crdes Haul Distance Distance Distance Grade Grade Grade Rolling Dlstanu D.sW. Distance <br /> 12 per Thick Distance 3egmen Segment:Segment 3 Segment 1 Segment Segment ce 3 Resistan Segment 1 Se9meM 2 Segment3 <br /> 13 (teetj (feet) (Moo Oeel) (%) (%) (%) (%) (meters) (meters) (meers) <br /> is <br /> 151 3 ' 800 100 600 100 0.5% 0.0% 0.5% 25% 30 183 30 <br /> 16 3 1.080 100 800 t80 0-5% 0.0% 0.5% 2.5% 30 244 <br /> 17 3 3 400 100 3.000 300 0 5% 0 0% 0.5% 2.5% 30 91e 91 <br /> 18. 3 12N too 1,000 100 0.5% 0.0% NO%, 2-5% 30 305 30 <br /> 19 3 1.200 100 1,000 too 05% 00% 0.5% 2.5% 30 305 3C <br /> 20 <br /> 2t <br /> 22 <br /> 23 <br /> 24 <br /> Load Dumpi Trawl TlmeTwel 7imeTrawl Time Travel Time Travel Time Travel Time <br /> z5 Ream Loading Maneuver uaneuver work Loaded Loaded Loaded Empty 6"'" Empty <br /> 26' Time Time Time Time Hour Segment t Segment 2 Segment 3 Segment l Segment 2 Segment3 <br /> 27 (mm) (-) (min) (min) (mnukr) (nrtkiml (mnilm) (mtim) (mdm) (minim) (mmmt) <br /> 28 <br /> 29 0.2 20 07 11 55 0.00150 0,00136 0,00150 0.D0092 0.00092 0.00092 <br /> 30 0.3 20 0.7 1.1 55 0.00150 0,00136 0.00150 0.00092 0,00092 0.ONO2 <br /> 31 1.0 20 0.7 1.1 55 0,00150 000136 0.00150 0.D0092 0.00092 0.00092 <br /> 32 0.3 2.0 07 1.1 55 000150 0,00136 0.00150 0.00092 0,00092 0,00092 <br /> 33 0 3 2.0 07 1.1 55 0:00150 0,00136 0.00150 0.00092 0.00092 0,00092 <br /> 34 <br /> t um y Phase ? Material 3 Earthwork < Dozer 5 Grading 6 Trucks 1 Loader 8 <br /> _(T29*I,t15+i,t29*V15+W15*V29) <br /> Loader'!C111*L15 <br /> Asskvu.ed <br /> Assoc ed <br /> + 0.4592*E29^2 + <br /> 0.0079*E29+ 0.0009<0.00093,0.000923,- <br /> 1.(,825*E29^3 + 0.4592*E29^2 + <br /> 0.0079*E29+ 0.0009) <br /> caterp���ar H-g <br />