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HomeMy WebLinkAboutCONCRETE TEST 4 - 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 5,418 PSI Spori Annex and Parking Lot BYU - IDAHO C401P546 20014A 2279483 6 yds AE200, poly1025, AC534 E. Jenkins 09/18/2020 10:50:00 AM 5.5 4.5 73 68 8 4.5 7.5 360A 360E 360C 360B 360D 360F 4 4 4 4 4 09/23/20 09/25/20 10/16/20 10/16/20 10/16/20 46,500 49,255 68,205 69,905 66,205 1 4,5003,699 3,918 5,426 5,561 5,266 Digitally signed by Jacob Christensen Date: 2020.10.16 09:12:45 -06'00' 12.57 Knife River East Sidewalk Approach 5 7 28 28 28 H 12.57 12.57 12.57 12.57 1 of 1 J. Christensen Sep 21, 2020 8:00:00 AM 2 2 2 2