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Home My WebLink About792-20 (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 446, 342, 343, 344, 345 10/3/2025 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: 10/10/2025792-20A 4.02 7 30.3 7530Lab 10/17/2025792-20B 4.04 14 35.2 8720Lab 10/31/2025792-20C 4.04 28 39.1 9690Lab 10/31/2025792-20D 4.04 28 37.1 9180Lab 11/28/2025792-20E 56Lab 792-20F Lab Remarks: 58 Norfolk Ave Suite 1A, South Easton, MA 02375 • Tel (508) 822-6934 • www.swcole.com Reviewed By