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HomeMy WebLinkAbout792-792-196 (3)58 Norfolk Ave, Easton, MA 02375 • Tel 508 822 6934 • www.swcole.com Report of Concrete Compressive Strength ASTM C31, ASTM C39, ASTM C1231 Project Name:Yarmouth MA - Town of Yarmouth Water Resource Recovery Facility - Concrete Testing Services Client:Wright-Pierce Project #:25-0468 Report Date:9/24/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 8/27/2026 Time Cast: 7:10 AM Date Received: 8/28/2026 Placement Location:WALLS ON SBR SLABS 51, 59 Placement Method:Pump Cylinders Made By:Riley Nordahl Material Type:Concrete Cylinders Placement Vol. (yd ):66 Aggregate Size (in):1 1/2 Cylinder Size:6 x 12 INITIAL CURING CONDITION DELIVERY INFORMATION Temperatures Minimum (°F):Maximum (°F): Admixtures:SIKA CONTROL 75 TEST RESULTS Slump (in) (C-143):8 Air Content (%) (C-231):3 Air Temp (°F):65 Conc. Temp (°F) (C-1064):76 Load Number:3 Mixer Num.:73 Ticket Num.:37010 Cubic Yards:33 Design (psi):4500 Batch 6:30 AM Arrive 6:50 AM Depart 7:05 AM Cylinder Designation Defect (Y/N) Cylinder Weight (lbs) Cylinder Diameter (in) Cross Sectional Area (in ) Date Of Test Cure Type Cap Type Age (Days) Fracture Type Load (kips) Strength (psi) 792-196A N 29 6 28.27 9/3/2026 Lab Unbonded 7 5 128 4530 792-196B N 29.6.01 28.37 9/10/2026 Lab Unbonded 14 5 148.25 5230 792-196C N 28.9 6.01 28.37 9/24/2026 Lab Unbonded 28 5 173.18 6100 792-196D N 29.2 6.02 28.46 9/24/2026 Lab Unbonded 28 5 172.73 6070 792-196E 29.1 HOLD Lab 3 2 Remarks:Kaylie O'Sullivan Reviewed By