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Northlake WE P10B-LR 940819
G~)-- -- CO~U~ULTING ENGINEERS IN: ~ T~f~Z~UBe dn¥ironmenta[ Assessments ~ Soils & Fou~ations Construction Hate~ia[s Testing "Excellence by Ex~rience" C~ercia[ & l~ustria[ Ins~ction P0 Box ~25~8 * South[ake, Texas 76092 * (817) ~29-0281 CONCRETE MIX DESIGN PROJECT: Northlake Woodlands #10, Phase B LOCATION: Coppell JOE #: 94-1104 DATE: 08-19-94 DAY: Friday CLIENT: Fircon Venture Ltd CONTRACTOR: Site Concrete c/o Tipton Engineering, Inc. SPECIFICATIONS 38 DAY STRENGTH: 3000 psi CEMENT CONTENT: 5.0 sacks ADMIXTURES: A.E.A. (ASTM C260 - 74) SLUMP: 3.0" +/- COARSE AGGREGATE: 1.5"-#4 Crushed Stone; Pioneer (Bridgeport) FINE AGGREGATE: #4-200 Natural Sand; Pioneer (Tarrant Aggregate #2) S.S.D. TOTALS (ONE CUBIC YARD BATCH) WEIGHTS ABSOLUTE MATERIALS SG i CU YD VOLUME PORTLAND CEMENT (Holnam) TYPE I (ASTM C150) 3.15 470 2.391 FLY ASH (HUGO) (ASTM C618) -0- COARSE AGGREGATE 1.5" - #4 CRUSHED STONE 2.66 1998 12.036 FINE AGGREGATE #4 - 200 NATURAL SAND 2.63 1316 8.018 WATER 1.00 200 (24 gal) 3.205 A.E.A. 5.0% 5.5oz 1.350 W.R. -0- TOTALS 3984 27.000 AGGREGATE PERCENTAGE: 60% Coarse 40% F~ne WATER/CEMENT R~TIO: 0.426 4.8 Gal/Sack UNIT WEIGHT (1lb/cf): 147.6 Respectfully submitted, William Zeeh Civil Engineer Q~.- -- CO~r.~ULTING ENGINEERS IN: T~Z~UB~ Znvironmenta[ Assessments ~{~ SoiLs & Foundations Construction Hateria[s Testing "ExceLLence by Experience" Commercial & Industrial Inspection PO Box 92548 · Southtake, Texas 76092 · (817) 329-0281 CONCRETE CYLINDER TEST RESULTS PROJECT: Northlake Woodlands #10, Phase B LOCATION: Coppell JOB #: 94-1104 DATE OF BREAK: 08-19-94 DAY: Friday CLIENT: Fircon Venture LTD CONTRACTOR: S & S Utilities c/o Tipton Engineering CYL. SLUMP DATE OF DAYS I.D. LOCATION (IN.) SAMPLE AGED POUNDS PSI 5 C Inlet Bottoms 07-22-94 28 125,000 4421 5 D Inlet Bottoms 07-22-94 28 127,500 4510 SPECIFICATIONS: 3600 psi @ 28 days SUPPLIER: Patrick Corbett Technician