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HomeMy WebLinkAbout792-60Report of Grout Compressive Strength ASTM C109 Project Name: Placement Location: Time Cast: Cubes Made By: Date Received:Date Cast: Design (psi): Client: Air Temp (ºF): Grout Temp (ºF) (C-1064): Supplier: Mixer Number: Ticket Number: Batch Number: Aggregate Size (in): Cube Designation Area(In)²Date Of Test Age (days) Load (kips) Strength (psi) Project Number: Minimum (ºF)Maximum (ºF) 25-0468Yarmouth MA - Town of Yarmouth Water Resource Recovery Facility - Concrete Testing Services ANCHOR #33, 34, 8, 9, 10, 11, 12, 236, 211, 186, 185, 157, 168, 159 10:45 11/26/202511/25/2025 4000 55 Wright-Pierce Temperatures Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method: INITIAL CURING CONDITIONS TEST RESULTS DELIVERY INFORMATION Admixtures: * Test Cubes Not Made By S. W. Cole Personnel Slump (in) (C-143): Placement Vol. (yd³): Cure Type Product Name: 12/1/2025792-60A 6Lab 12/2/2025792-60B 4.02 7 25.6 6380Lab 12/9/2025792-60C 14Lab 12/23/2025792-60D 28Lab 12/23/2025792-60E 28Lab 792-60F Lab Remarks:SPECIFIC GRAVITY: 1.92 58 Norfolk Ave Suite 1A, South Easton, MA 02375 • Tel (508) 822-6934 • www.swcole.com Reviewed By