Loading...
HomeMy WebLinkAbout792-792-108 (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:4/14/2026 Contract Number:146 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 3/17/2026 Time Cast: 7:30 AM Date Received: 3/18/2026 Placement Location:SPR 1 WALLS 8, 9 Placement Method:PUMP Cylinders Made By:Jorge Goncalves Material Type:Concrete Cylinders Placement Vol. (yd ):47 Aggregate Size (in):1 1/2 Cylinder Size:6 x 12 INITIAL CURING CONDITION DELIVERY INFORMATION Temperatures Minimum (°F):Maximum (°F): Admixtures:SRA, SIKA CONTROL 75 TEST RESULTS Slump (in) (C-143):6 1/2 Air Content (%) (C-231):3.8 Air Temp (°F):40 Conc. Temp (°F) (C-1064):83 Load Number:1 Mixer Num.:53 Ticket Num.:50891 Cubic Yards:11 Design (psi):4500 Batch 6:26 AM Arrive 7:10 AM Depart 7:32 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) 792-108A N 28.75 5.99 28.13 3/24/2026 Lab Unbonded 7 2 97.12 3450 792-108B N 28.70 6 28.32 3/31/2026 Lab Unbonded 14 3 110.59 3910 792-108C N 28.75 6 28.27 4/14/2026 Lab Unbonded 28 2 135.32 4790 792-108D N 28.70 6 28.27 4/14/2026 Lab Unbonded 28 2 133.95 4740 792-108E 28.55 HOLD Lab 0 3 2 Remarks:Kaylie OSullivan Reviewed By