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Home My WebLink About792-32Report 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 SOIL ANCHORS: 270, 271, 168, 169, 170, 272, 273, 275, 171, 172 8:40 10/20/202510/17/2025 4000 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: 10/21/2025792-32A 4.06 4 20.9 5150Lab 10/24/2025792-32B 7Lab 10/31/2025792-32C 14Lab 11/14/2025792-32D 28Lab 11/14/2025792-32E 28Lab 792-32F Lab Remarks:SPECIFIC GRAVITY 1.93 58 Norfolk Ave Suite 1A, South Easton, MA 02375 • Tel (508) 822-6934 • www.swcole.com Reviewed By