Loading...
HomeMy WebLinkAbout792-792-205 (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:10/6/2026 Concrete Supplier:Cape Cod Ready Mix PLACEMENT INFORMATION Date Cast: 9/8/2026 Time Cast: 1:00 PM Date Received: Placement Location:SBR walls on Slab 45 and upper wall on SBR Pipe Gallery Slab 4, Placement Method:Pump Cylinders Made By:Henry Among Material Type:Concrete Cylinders Placement Vol. (yd ):42 Aggregate Size (in):1 1/2 Cylinder Size:6 x 12 INITIAL CURING CONDITION DELIVERY INFORMATION Temperatures Minimum (°F):Maximum (°F): Admixtures: TEST RESULTS Slump (in) (C-143):8 1/2 Air Content (%) (C-231):3.25 Air Temp (°F):80 Conc. Temp (°F) (C-1064):77 Load Number:3 Mixer Num.:65 Ticket Num.:53733 Cubic Yards:10.5 Design (psi):4500 Batch 12:00 PM Arrive 12:00 PM 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) 792-205A N 29.50 6 28.27 9/15/2026 Lab Unbonded 7 3 121.35 4290 792-205B N 29.50 6 28.32 9/22/2026 Lab Unbonded 14 6 137.13 4850 792-205C N 29.50 6.02 28.46 9/22/2026 Lab Unbonded 14 2 146.97 5160 792-205D N 29.50 6.02 28.46 10/6/2026 Lab Unbonded 28 5 151.84 5340 792-205E N 29.50 6.02 28.46 10/6/2026 Lab Unbonded 28 5 148.76 5230 3 2 Remarks:Kaylie O'Sullivan Reviewed By