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Home My WebLink About792-31 (1)Report 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: 299, 300, 301, 267, 268, 269 1:05 10/17/202510/16/2025 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: 10/20/2025792-31A 4.04 4 32.2 7980Lab 10/23/2025792-31B 4.06 7 34.3 8440Lab 10/30/2025792-31C 14Lab 11/13/2025792-31D 28Lab 11/13/2025792-31E 28Lab 792-31F Lab Remarks:SPECIFIC GRAVITY 1.93 58 Norfolk Ave Suite 1A, South Easton, MA 02375 • Tel (508) 822-6934 • www.swcole.com Reviewed By