Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
792-33
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 - 173, 174, 175, 176, 276, 242, 243, 244 9:20 10/21/202510/20/2025 4000 62 51.363.5 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: 10/23/2025792-33A 4.08 3 30.8 7550Lab 10/27/2025792-33B 7Lab 11/3/2025792-33C 14Lab 11/17/2025792-33D 28Lab 11/17/2025792-33E 28Lab 792-33F Lab Remarks:SPECIFIC GRAVITY 1.92 58 Norfolk Ave Suite 1A, South Easton, MA 02375 • Tel (508) 822-6934 • www.swcole.com Reviewed By