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Northlake WE P10B-LR 940831
CONCRETE MIX DBSIGN PROJECT: Northlake Woodlands $10, Phase B LOC&TION: Coppell JOB $: 94-1104 DATE: 08-31-94 DAY: Wednesday CLIENT: Fir¢on Venture Ltd CONTRACTOR: Site Concrete c/o Tipton Engineering, Inc. SPECIFICATIONS 28 IHtY STRENGTH: 3000 psi CEMENT CONTENT: 6.0 sacks ADMIXTURES: A.E.A. (ASTM C260 - 74) SLUMP: 4.0** +/- CO/LRSB &GGRBGATB: 1.5"-$4 Crushed Stone; Pioneer (Bridgeport) FINE AGGREGATE: $4-200 Natural Sand; Pioneer (Tarrant Aggregate $2) S.B.D. TOTALS (ONB CUBIC YARD BATCH) WEIGHTS ARSOLUTE NATBRIJLLB SG 1 CU YD VOLUME PORTZJ~fl) CEMBIIT (Holnma) TYPE I (ASTM C150) 3.15 564 2.869 FLYAHH (Hugo) (AST~ C6Z8) -0- COARSE AGGREGATE 1.S"e - $4 ~qRUSHED STONE 2.66 1902 11.458 FINE AGGREGATE $4 - 200 BFATUR~L HiND 2.63 1201 7.317 WATER 1.00 250 (30 gal) 4.006 A.E.A. 5.0% 5.5oz 1.350 W.R. . -0- TOTALS 3917 27.000 AGGREGATE P~RCRNTAGE: 61% Coerse 39% Fine 1TATER/CEMENT RATIO: 0.443 5.0 Gel/Seek UNIT WEIGHT (1lb/of): 145.1 Respectfully submitted, William Zeeh Civil Engineer