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Freeport NIP(5.1)-LR 970710 (3)
IJU]-~O'~I 07;4,8P CCI Manufacturing Inc 9722~.4~7913 2624 Joe Field Rd Da)las, Texas 75229 972-488-8131 CONCRETE MIX DESIGN DESIGN NO. CC1060 DATE: 7.,'10/97 Client; Parco Com:struction Project: Fresport //3 Gatevlew & Royal lane - City of Co~petl Required: 3600 PS! - 28 Days NTCOG Class "C" 4 inch max slump, 5.0 % +- 1.0% air Design Average Strengths: 7-Day -- 3990 2B-Day = 5117 S~lmmar¥: 6 Sacks Per Cubic Yard C,A. 59.5 Percent Course Aggregate F.A. 40.5 Percent Fine Aggregate Water 32.00 Gallens / Yard 0.473 Lbs ! Lbs Additives: Air-Master Builders AE-90 @ 0.53 Oz/Sack Water Reducer - Master Builders Pozz 80 @ 4.20z ...'Sack Calculated Umt Weight: iPCF) 144.1 Measured Unit. Weight: (PCF) 144.0 Measured Slump: 4.0 Measured Air Conteq[: 4.5 Materials: Cement'. TXI Type I Midlothian. Texas Flyash: N/A C.A. TXI Grade #3 Bridgeport. Texas F.A. Gifford Hill Ferris Ferris, Texas Additwes: Master Builders AE-90 ASTM C-260 Master Builders Pozzoli{h 80 ASTM C-494 Batch Proportions {one cubic yard) Materials: Weight: (Ibsi Absolute Voiume C:el~ent 564 2.8694 Fir Ash 0 .0000 C.A. 1820 59% 11.0063 F.A. 1241 41% 7.5027 Water 267 32.00 4.2716 ~ r 3.lB oz § 1.3500 W. Reducer 25.2 oz .0000 .~* ccelerator OZ .0000 3891 Lbs TOTAL 27.0000 CL; Ft CONFIRMATION TEST Compressive Strenght (PSI) 7-Day 28-Day 3950 5250 4000 5090 4020 5010 Avg. 3990 5117