Loading...
HomeMy WebLinkAbout792-792-13858 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:5/23/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 5/15/2026 Time Cast: 7:10 AM Date Received: 5/16/2026 Placement Location:SBR Slab Station C2, Equalization Tanks 55, 64 Placement Method:PUMP Cylinders Made By:Alexander Charnitsky Material Type:Concrete Cylinders Placement Vol. (yd ):260 Aggregate Size (in):1 1/2 Cylinder Size:6 x 12 INITIAL CURING CONDITION DELIVERY INFORMATION Temperatures Minimum (°F):Maximum (°F): Admixtures:Sika 75 / 1% Non-Chloride Accelerator TEST RESULTS Slump (in) (C-143):8 1/2 Air Content (%) (C-231):4.5 Air Temp (°F):51 Conc. Temp (°F) (C-1064):65 Load Number:11 Mixer Num.:64 Ticket Num.:51922 Cubic Yards:11 Design (psi):4500 Batch 6:29 AM Arrive 6:55 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) 792-138A N 28.80 6 28.27 5/23/2026 Lab Unbonded 7 5 118.44 4190 792-138B 28.75 5/29/2026 Lab 14 792-138C 28.70 6/12/2026 Lab 28 792-138D 28.80 6/12/2026 Lab 28 792-138E 28.80 HOLD Lab 3 2 Remarks:Kaylie OSullivan Reviewed By