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HomeMy WebLinkAbout792-792-122 (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:5/5/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 4/21/2026 Time Cast: 7:50 AM Date Received: 4/22/2026 Placement Location:PROCESS BUILDING WALL 3 AND SOUTHERN WALLS Placement Method:PUMP Cylinders Made By:Mohammed Rifaz Material Type:Concrete Cylinders Placement Vol. (yd ):90 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, ENERGY SURCHARGE TEST RESULTS Slump (in) (C-143):8 1/2 Air Content (%) (C-231):5.8 Air Temp (°F):40 Conc. Temp (°F) (C-1064):60 Load Number:1 Mixer Num.:79 Ticket Num.:35280 Cubic Yards:11 Design (psi):4500 Batch 6:12 AM Arrive 7:05 AM Depart 8:15 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) 792-122F N 28.70 6 28.27 4/24/2026 Lab Unbonded 3 6 102.11 3610 792-122A N 28.70 6 28.27 4/28/2026 Lab Unbonded 7 5 110.92 3920 792-122B N 28.80 6 28.32 5/5/2026 Lab Unbonded 14 5 140.21 4960 792-122C 28.70 5/19/2026 Lab 28 792-122D 28.70 5/19/2026 Lab 28 792-122E 28.85 5/19/2026 Lab 28 3 2 Remarks:Kaylie OSullivan Reviewed By