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HomeMy WebLinkAbout792-792-162 (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:7/23/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 6/25/2026 Time Cast: 11:30 AM Date Received: 6/26/2026 Placement Location:TWO SW COLUMNS IN SBR A 2-10 Placement Method:PUMP Cylinders Made By:Riley Nordahl Material Type:Concrete Cylinders Placement Vol. (yd ):10 Aggregate Size (in):3/4 Cylinder Size:4" x 8" INITIAL CURING CONDITION DELIVERY INFORMATION Temperatures Minimum (°F): 60 Maximum (°F): 85 Admixtures:SIKA CONTROL 75 TEST RESULTS Slump (in) (C-143):8 Air Content (%) (C-231):4 Air Temp (°F):75 Conc. Temp (°F) (C-1064):78 Load Number:1 Mixer Num.:64 Ticket Num.:52570 Cubic Yards:10 Design (psi):4500 Batch 11:25 AM Arrive 11:30 AM 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) 792-162A N 8.35 3.99 12.47 6/29/2026 Lab Unbonded 4 3 53.58 4290 792-162B N 8.4 4 12.53 7/9/2026 Lab Unbonded 14 5 75.53 6010 792-162C N 8.4 3.98 12.44 7/23/2026 Lab Unbonded 28 5 87.58 7040 792-162D N 8.45 3.99 12.50 7/23/2026 Lab Unbonded 28 5 84.08 6730 792-162E N 8.35 3.99 12.47 7/23/2026 Lab Unbonded 28 3 83.09 6650 792-162F 8.35 HOLD Lab 3 2 Remarks:Reviewed By