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HomeMy WebLinkAbout792-792-113 (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:4/29/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 4/1/2026 Time Cast: 7:30 AM Date Received: 4/3/2026 Placement Location:PROCESS BUILDING CENTER WALLS Placement Method:PUMP Cylinders Made By:Jorge Goncalves Material Type:Concrete Cylinders Placement Vol. (yd ):50 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, HW, SRA 1-5 GAL, ENERGY SURCHARGE TEST RESULTS Slump (in) (C-143):6 3/4 Air Content (%) (C-231):3.2 Air Temp (°F):52 Conc. Temp (°F) (C-1064):70 Load Number:1 Mixer Num.:81 Ticket Num.:35023 Cubic Yards:10 Design (psi):4500 Batch 6:24 AM Arrive 7:20 AM Depart 7:52 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) 792-113E N 29.05 6 28.23 4/3/2026 Lab Unbonded 2 5 109.88 3890 792-113A N 29.05 6 28.27 4/8/2026 Lab Unbonded 7 5 128.74 4550 792-113B N 29.10 6.01 28.42 4/15/2026 Lab Unbonded 14 5 133.07 4690 792-113C N 29 6.01 28.37 4/29/2026 Lab Unbonded 28 5 154.88 5460 792-113D N 29.20 6 28.32 4/29/2026 Lab Unbonded 28 3 152.7 5400 3 2 Remarks:Kaylie OSullivan Reviewed By