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HomeMy WebLinkAbout792-792-194 (2)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:9/23/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 8/26/2026 Time Cast: 9:30 AM Date Received: 8/27/2026 Placement Location:SBR SHORT WALL ON GALLERY SLAB 1 Placement Method:Pump Cylinders Made By:Riley Nordahl Material Type:Concrete Cylinders Placement Vol. (yd ):10 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):4 Air Temp (°F):72 Conc. Temp (°F) (C-1064):78 Load Number:1 Mixer Num.:74 Ticket Num.:53516 Cubic Yards:10 Design (psi):4500 Batch 9:00 AM Arrive 9:15 AM Depart 9:25 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) 792-194A N 29.35 6.01 28.37 9/2/2026 Lab Unbonded 7 6 142.83 5030 792-194B N 29.35 6.01 28.37 9/9/2026 Lab Unbonded 14 3 148.22 5220 792-194C N 29.35 5.97 27.99 9/23/2026 Lab Unbonded 28 3 163.58 5840 792-194D N 29.35 6 28.32 9/23/2026 Lab Unbonded 28 3 172.92 6120 792-194E 29.35 HOLD Lab 3 2 Remarks:Kaylie O'Sullivan Reviewed By