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STRUCTURAL DEMOLITION ESTIMATE <br /> ITEMS TO BE TRUCKED TO SCRAP YARD <br /> TRUCKING ASSUMPTIONS: <br /> LIGHT TRK < 25 TONS 570.55 per hour <br /> MED. TRK 25 TO 50 TONS 74.46 <br /> HEAVY TRK > 50 TONS 510B.D1 per hour <br /> FLATBED TRUCK < 10 TONS .454.11 (W/hNper ~ 579.87) <br /> AVE. SPEED 40 miles per hour <br /> ROUND TRIP MILEAGE 69 miles TIME 1.50 H RS <br /> LOADING 30 min per trailer <br /> /UNLOADING 30 min per skidded'Rem <br /> ITEM DIMENSIONS LOADNNLOAD UNIT COST TOTAL COST <br /> W X L X H TIME (HR) (Emr ) <br /> T2iler # 1 10X 37X 8' 0.5 570.95 5748.16 <br /> Trailer # 2 17X 54'X 8' 0.5 570.95 5746.76 <br /> Trailer#3 77X 54'X 8' 0.5 570.55 5748.16 <br /> Trailer # 4 17X 54'X 8' 0.5 570.56 5748.16 <br /> Warehouse trailer 8'X 40X 8' 0.5 570.55 5748.16 <br /> Sasser Substation -3MV 1ZX 40X 10 0.5 574.46 5756.37 <br /> Line Power Substn. - 1 MV 10X 20X 8' 0.5 554.11 E7 73.63 <br /> :tacking Conveyor # 1 10X 20X 8' 0.5 554.71 5713.63 <br /> Stacking Conveyor#2 tOX 20'X 8' 0.5 554.11 5713.63 <br /> East Sah Ck. Bridge 1 ZX 20X 3 0.5 554.7 7 5713.63 <br /> Carter Crusher - 3DDlph 10X EOX 74' 4.0 570B.D1 5604.86 <br /> Water Tank - 10,000 gal' 8'D X 2T 0.5 554.11 5713.63 <br /> Fuel Tank - 2,000 gal ' 64' D X 18' 0.5 564.71 E7 73.63 <br /> Rock Dust Bin 8 Fnd.' 75'D X 24' H 0.5 574.46 5156.37 <br /> THE NORTH AND SOUTH DIVERSION CULVERTS WILL NOT BE ENTIRELY REMOVED. ONLY <br /> 50 FEET ON EACH END WILL BE REMOVED. THE REMAINDER WI LL BE BURRIED IN <br /> PLACE AND WILL BE COVERED BY OVER 70 FEET OF DIRT AFTER RECONTOURING HAS <br /> BEEN ACCOMPLISHED. <br />« <br /> North Diversion Culvert' 30" D X 100 1.0 554.11 5287.37 <br /> South DNersion Culvert' 4T D X 100' 2.0 554.11 5389.59 <br /> North Branch Culvert 18' D X 40 ~ <br /> ~ 1.0 554.11 5740.69 <br /> Soulh Branch Culvert 18' D X 30 ~ <br /> Road Crossing Culvert ' 18" D X 80 ~ <br /> ( 7.0 554.11 5740.69 <br /> McClave Creek Culvert ' 42' D X 60 I <br /> Culvert below #2 Gate 18" D X 40 I <br /> Sediment Pond Outlet 3X7588"X40 ~ 1.0 554.11 E740.W <br /> <br />Culvert ~ 4803 I <br />78' D X 40' I <br /> Culvert ~ 51 +St 24 D X 40 ) <br /> ~ 1.0 554.17 5740.69 <br /> Culvert Q 53+76 24' D X 40 ~ <br /> TOTAL TRUCKING C OST = 53,573.86 <br />• 'Excavation of these items is detailed on next page. <br /> '• ONE truck load 30' 8 TWO for 42" w/ 1 hr loading time each load. <br />Mc VOL 1 - Tbl 3.7-1 Task 20 Page 1 17 - 79 - 98 <br />