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HomeMy WebLinkAbout792-792-130 (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:5/15/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 5/1/2026 Time Cast: 7:28 AM Date Received: 5/2/2026 Placement Location:SOLIDS HANDLING BUILDING WALLS 5 Placement Method:PUMP Cylinders Made By:Cassie Stelmash Material Type:Concrete Cylinders Placement Vol. (yd ):67 Aggregate Size (in):1 1/2 Cylinder Size:6 x 12 INITIAL CURING CONDITION DELIVERY INFORMATION Temperatures Minimum (°F):Maximum (°F): Admixtures:MIX EL SIKA CONTROL TEST RESULTS Slump (in) (C-143):8 1/2 Air Content (%) (C-231):3.9 Air Temp (°F):49 Conc. Temp (°F) (C-1064):65 Load Number:1 Mixer Num.:78 Ticket Num.:35422 Cubic Yards:11 Design (psi):4500 Batch 6:14 AM Arrive 7:06 AM Depart 7:30 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) 792-130A N 29.00 6 28.23 5/4/2026 Lab Unbonded 3 5 121.6 4300 792-130B N 29.40 6.01 28.37 5/8/2026 Lab Unbonded 7 5 148.47 5230 792-130C N 29.40 6 28.32 5/15/2026 Lab Unbonded 14 5 149.1 5270 792-130D 29.40 5/29/2026 Lab 28 792-130E 29.40 5/29/2026 Lab 28 3 2 Remarks:Kaylie OSullivan Reviewed By