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792-36 (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 ANCHOR #409, 410, 411, 377, 378, 379, 109, 110, 129, 194 9:30 10/27/202510/23/2025 4000 68 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: 10/27/2025792-36A 4.04 4 26.7 6610Lab 10/30/2025792-36B 4.04 7 30.3 7500Lab 11/6/2025792-36C 14Lab 11/20/2025792-36D 28Lab 11/20/2025792-36E 28Lab 792-36F Lab Remarks:SPECIFIC GRAVITY 1.92 58 Norfolk Ave Suite 1A, South Easton, MA 02375 • Tel (508) 822-6934 • www.swcole.com Reviewed By