Laserfiche WebLink
• 11 11 1! 1 G � ► � � ► � <br /> ASI RCC,INC CONCRETE MIX DESIGN WORKSHEET: DATE: 1211I MS <br /> MIX DESIGN : ASI4Wv-22 PROJECT Three Sack(28M Crusher Fines Flaw Fill-Climax Mine <br /> Design parameters: <br /> Coarse% O.Og6 Cement Specific Gravity 3.15 <br /> Coarse Absorption 1.20° Flyash Specific Gravity 2.3 <br /> Coarse Specific Gravity 2.690 Unit Weight of WaW(pct) 82A <br /> Fine Absorption 2.00% Coarse%Moisture 1.8% <br /> Fine Specific Gravity 2.640 Fine%Moisture 3.0% <br /> WIC RatioC[Design} 1 <br /> 2-O <br /> WIC Ratio(J�aWal) <br /> Design Proportions: <br /> Surface Saturated Dry Desigrx <br /> (Override) Batch Design: <br /> Constituent: MICY Iblcy Vol(c) Iblcy Vol(ci) <br /> Cement 282 1.435 Cement 282 1 A35 <br /> Flyash 0 0.000 Flyash 0 0.000 <br /> Coarse (0) -0.000 Coarse (0) -0.000 <br /> Fine(Crusher Fines) 2,723 16.527 fine(Crusher Fines) 2,749 IS.527 <br /> Free Water Free Water .26.69 0.428 <br /> Add Water(Gals:#) 68 564 9.038 Add Ylfater(Gals:$) 64 537.3 0.611 <br /> Alr(%) 0.0% 0.000 Air(%) 0.0% 0.00D <br /> Fibers 0 0 D.000 fibers 0 0.001) <br /> WRA(ozlcwt:ozlcy) 0.0 0 VdRA(azfcwt:icy) 0.0 0 <br /> Poiyheed(vJcwt:midy) 0 0 Polyheed (aVoNt:*Vcy) 0 0 <br /> AEA(adcwt:ozlcy) 0 0.0 AEA(oz/cwt:ozlcy) 0 0.0 <br /> Dry�i hfAgg -----• -------- 2,668 0 <br /> Coarse% -0.0% 0.0% <br /> Unit Weight 1322 Dry Volumetric Ratios(SandlCement): <br /> Volume vdbut Agg 10.473 Dry Volumetric Ratios(SarxlfCementX i <br /> Volume of Aggnagate 16.527 cernerrt/w sand 1104# AgggillanVolume Check 27.00 3.00 CF 26.18 CF <br />