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HomeMy WebLinkAbout792-792-117 (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:5/7/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 4/9/2026 Time Cast:Date Received: 4/10/2026 Placement Location:SPR SLABS 7,12, 13 SOLIDS HANDLING COLUMNS Placement Method:PUMP Cylinders Made By:Alexander Charnitsky Material Type:Concrete Cylinders Placement Vol. (yd ):226 Aggregate Size (in):1 1/2 Cylinder Size:6 x 12 INITIAL CURING CONDITION DELIVERY INFORMATION Temperatures Minimum (°F):Maximum (°F): Admixtures:SIKA 75 TEST RESULTS Slump (in) (C-143):8 1/2 Air Content (%) (C-231):4 Air Temp (°F):45 Conc. Temp (°F) (C-1064):50 Load Number:5 Mixer Num.:75 Ticket Num.:51234 Cubic Yards:11 Design (psi):4500 Batch 6:55 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) 792-117A N 29.80 5.99 28.18 4/13/2026 Lab Unbonded 4 5 118.17 4190 792-117B N 29.85 6 28.27 4/16/2026 Lab 7 122.12 4320 792-117C N 29.85 6 28.27 4/23/2026 Lab 14 128.28 4540 792-117D N 29.70 6 28.23 5/7/2026 Lab Unbonded 28 5 156.2 5530 792-117E N 29.70 6 28.23 5/7/2026 Lab Unbonded 28 5 154.32 5460 3 2 Remarks:Kaylie OSullivan Reviewed By