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HomeMy WebLinkAboutCONCRETE TEST 10 - 19-00727 - Spori Annex - Ceramic & Sculpture LabsProject 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 4,623 PSI Spori Annex and Parking Lot BYU - IDAHO C401P546 20014A 2278737 13.5 yards AE200 POLY1025 L. Steiner 09/02/2020 10:30 PM 4.5 5.2 75 69.4 297A 297E 297C 297B 297D 4 4 4 4 09/09/20 09/30/20 09/30/20 09/30/20 44,555 58,515 55,695 60,140 6 4,0003,544 4,655 4,430 4,784 Digitally signed by Jacob Christensen Date: 2020.09.30 08:14:03 -06'00' 12.57 Knife River Sidewalk on South Side of Spori Building 7 28 28 28 H 12.57 12.57 12.57 140.16 1 of 1 09/03/2020 5 2 1