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HomeMy WebLinkAboutCONCRETE TEST 5 - 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 4,974 PSI Spori Annex and Parking Lot BYU - IDAHO C401P546 20014A 2279054 6.5 yds POLY1025 L. Hammar 9/10/20 8 5.4 68 58 320A 320E 320C 320B 320D 4 4 4 4 09/17/20 10/08/20 10/08/20 10/08/20 49,315 64,565 60,860 62,180 2 4,0003,923 5,136 4,841 4,946 Digitally signed by Jacob Christensen Date: 2020.10.09 08:20:19 -06'00' 12.57 Knife River Sidewalk South of Spori 7 28 28 28 H 12.57 12.57 12.57 -1 of 1 09/11/2020 2 6 2