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HomeMy WebLinkAboutCONCRETE TEST 1 - 19-00740 - Blackoak 20 Units - Bldg 5 - Upper Northwest pillarProject Name: Client: Mix Number: Project Number: Ticket Number: Load Amount: Admixtures: Tested By: Date and Time: Compressive Strength of Concrete Test Specimens Field Test Data: (ASTM C143, C138, C173, C231, C31, C1064, and C511) Slump (Inches): Entrained Air (%): Concrete Temperature: Ambient Temperature: Test Results:Minimum:Maximum: Cylinder # Lab Test Data: (ASTM C39, C42, C617, and C1231) Break Age Cylinder Diameter (in) Area (in² ) Break Date Maximum Load (lbs) Break Type Compressive Strength (psi)Required 28 day Strength (psi) °F °F Reviewed By: Supplier: Test Location: Unit Weight (PCF):Set # : Cylinders Picked Up By: Date and Time: Hi / Low Temperatures Remarks: 28-day Average Strength The Grove Still Water Equity Partnership 142 20001 15292 11 of 11 yards F. Pelton 07-01-2020, 3:45 pm 3.5 4.5 75.5 72 4 4 7 165A 165E 165C 165B 165D 4 07/08/20 07/29/20 07/29/20 07/29/20 07/29/20 63,690 2 4,0005,06612.57 Walters Ready Mix Upper northwest pillar building 5 7 28 28 28 H -1 F. Pelton 07/02/2020 9AM