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792-38 (2)
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 # 359, 360, 361, 327, 328, 399, 444, 425, 418, 427 10/29/202510/28/2025 4000 57 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: 10/31/2025792-38A 4.08 3 31.5 7710Lab 11/4/2025792-38B 4.04 7 38.7 9570Lab 11/12/2025792-38C 4.08 15 44.3 10860Lab 11/25/2025792-38D 4.06 28 45.9 11310Lab 11/25/2025792-38E 4.08 28 50.7 12430Lab 792-38F Lab Remarks:SPECIFIC GRAVITY 1.93 58 Norfolk Ave Suite 1A, South Easton, MA 02375 • Tel (508) 822-6934 • www.swcole.com Reviewed By