Loading...
Windance Sub-LR 850729Hooper Engineering Laboratories, Inc. Construction Materials Testing MIX DESIGN Project: Plant Mix DATE: 29 July 1985 Supplier: MFC Readi-Mix, Inc. Design Specifications: Strength @ 28 Days: 4000 psi, w/ Fly Ash Slump: 4" +/- l" Aggregate Size: l" - #4 Crushed Stone Admixtures: ASTM C494/C260 Mix No. 7 Weight # Abs. Vol. Materials ! Cu. Yd. 1 Cu. Yd. Cement ASTM C150, Type I ~Ssk. 4~2 ~70 2.300 Sp. Gr. 3.15 h2 Fly Ash ASTM C618 -~ II~ 0.672 Sp. Gr. 2.67 Coarse Aggregate ASTM C33 1850 11.188 SP. GE 2.65 Coarse Aggregate ASTM C33 0 0.000 SP. Gr. 2.65 Fine Aggregate ASTM C33 1298 7.882 Sp. Gr, 2.64 Water 242 3.878 Sp. Gr. 1.00 Admixture ASTM C494 16.9 oz.* 0.000 Admixture ASTM C260 1.080 % Air 4 % 2.0 Total Weight 3954 27.000 * Type and amount as recommended by supplier. Fresh Unit Weight #/cf 146.5 Water Cement Ratio #1# 0.43 Fly Ash, % of Cementitious Mat. 2870 Wllnut Hill Line DIIlli, TIxml 19.86 75229 (214) :~51.B418 PETE NELSON General Manager Readl.~x, Inc. 17090 Dallas Parkway, Suite 100 Dallas, Texas 75248 (214) 931-9898