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HomeMy WebLinkAbout792-792-161 (1)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:7/23/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 6/25/2026 Time Cast: 7:30 AM Date Received: 6/26/2026 Placement Location:SBR WALLS ON SLAB 12 PIPE GALLERY WALLS ON SLAB 4 Placement Method:PUMP Cylinders Made By:Riley Nordahl Material Type:Concrete Cylinders Placement Vol. (yd ):100 Aggregate Size (in):1 1/2 Cylinder Size:6 x 12 INITIAL CURING CONDITION DELIVERY INFORMATION Temperatures Minimum (°F): 60 Maximum (°F): 85 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):75 Load Number:2 Mixer Num.:51 Ticket Num.:36218 Cubic Yards:21.5 Design (psi):4500 Batch 7:25 AM Arrive 7:35 AM Depart 7:35 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) 792-161A N 29.25 6 28.27 6/29/2026 Lab Unbonded 4 5 99.63 3520 792-161B N 29.3 6.02 28.46 7/9/2026 Lab Unbonded 14 5 135.57 4760 792-161C N 29.2 6 28.32 7/23/2026 Lab Unbonded 28 5 135.69 4800 792-161D N 29.25 6 28.27 7/23/2026 Lab Unbonded 28 5 148.23 5240 792-161E 29.2 HOLD Lab 3 2 Remarks:Reviewed By