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HomeMy WebLinkAbout792-792-82The S.W.COLE field representative is on-site at the request of our client to provide construction materials testing and to observe and document construction activities. The Contractor has soleresponsibility for schedule, site safety, methods, completeness and quality control. 58 Norfolk Ave, 14, Easton, MA 02375 • Tel 508 822 6934 • Fax • 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:1/15/2026 Contract Number:146 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 12/18/2025 Time Cast:Date Received: Placement Location:SRB SLABS #8, 26, 27 Placement Method:Pump Cylinders Made By:Andrew Carter Material Type:CONCRETE CYL Placement Vol. (yd ): 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 1/2 (Metric: 215) Air Content (%) (C-231):3 Air Temp (°F):35 Conc. Temp (°F) (C-1064):67 Load Number:10 Mixer Num.: Ticket Num.:49929 Cubic Yards:11 Design (psi):4500 Batch 7:38 AM Arrive Depart 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) 792-82A N 29.1 6.02 28.46 12/26/2025 Lab Unbonded 8 6 113.9 4000 792-82B N 29.1 6.04 28.65 12/26/2025 Lab Unbonded 8 5 129.57 4520 792-82C N 28.9 5.84 26.83 1/1/2026 Lab Unbonded 14 5 149.93 5600 792-82D N 29 6 28.23 1/15/2026 Lab Unbonded 28 5 163.24 5770 792-82E N 29.1 5.99 28.18 1/15/2026 Lab Unbonded 28 5 165.64 5880 792-82F 28.85 HOLD Lab 0 3 2 Remarks:Kaylie OSullivan Reviewed By