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Home My WebLink About792-30Report 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 #148, 294, 149, 295, 150, 151, 296, 297 8:50 10/16/202510/15/2025 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: 10/20/2025792-30A 4.04 5 31.3 7750Lab 10/22/2025792-30B 4.06 7 32.3 7940Lab 10/29/2025792-30C 4.12 14 37.3 9050Lab 11/12/2025792-30D 4.06 28 42.1 10370Lab 11/12/2025792-30E 4.06 28 42.1 10370Lab 792-30F Lab Remarks:SPECIFIC GRAVITY 1.92 58 Norfolk Ave Suite 1A, South Easton, MA 02375 • Tel (508) 822-6934 • www.swcole.com Reviewed By