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Sent By: CONCRETE INC.; 209 933 6988; Apr -20-01 11:20AM; Page III <br />FAX Note 7 371 IWO' <br />To <br />ROM L <br />A4- KC C1 <br />CO. <br />phon" Phow 0 <br />P.O. Box �.,4001 <br />Fax 0 SS I Fax # 41!)> Sto&(r,,n. (7.4 95206-0901 <br />CONCRETE, INC. Bus. (2044 x.;33-6980 <br />A subskUW of KAC Holdings, In Fax X20,%) 133-6986 <br />CONCRETE MIX PROPORTIONS <br />MIX # 25 Date 20 -Apr -01 <br />Project: SHARPS ARMY DEPOT <br />Contractor: GEOFON, INC <br />MATFRTALS <br />1. Cement: ASTM C-150 TYPE II <br />2. Fine Aggregate: ASTM C-33 <br />3. Coarse Aggregate; ASTM C-33 <br />4. Chemical Admixture: <br />5. Air Entrainment: <br />6. Admixture: <br />7. PLEASE CHECK WITH YOUR PUMPER REGAROTNO, THE PUMPA8ILITY OF rHis mix. <br />This mix will produce concrete meeting Lhe design criteria whe.-: <br />produced and sampled in accordance with ASTM C-94. The compressive <br />strenght may not reach f'c if the slump is not within specitied <br />limits and / or water to cementitious material ratio exceeds design. <br />Use: <br />Slump: 4 Inch t-/-1 <br />Entrained Air Contnt: 0Y6 <br />Cement1tious Mat1l: 6.00 Sack <br />Max Size Agg: -1° <br />Unit weight: 147-22 <br />Water / Cement Ratio; 52% <br />Design Strength @ 28 Days: 3500 PSI <br />MATERIAL SPEC. GRAVITY SOLID VOL/CF SSD W7./LBS <br />Cement 3.15 <br />2.87 <br />564 <br />Fly Ash <br />0.00 <br />0 <br />Water Gallons 35.1 <br />4.68 <br />292 <br />Coarse Agg -1.511 <br />0.00 <br />0 <br />Coarse Agg -111 2.63 <br />10,47 <br />1, -/18 <br />Pea Gravel <br />0.00 <br />0 <br />Concrete Sand 2.62 <br />8.57 <br />1,401 <br />Blend Sand <br />0.00 <br />0 <br />Air (Entrained) <br />0.00 <br />Air (Entrapped) <br />0.41 <br />Admixture <br />0 <br />Totals <br />---------- <br />27.00 <br />---------- <br />3,975 <br />