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HomeMy WebLinkAbout792-792-120 (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: 4/11/2026 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 ):220 Aggregate Size (in):3/4 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 Air Content (%) (C-231):4.3 Air Temp (°F):45 Conc. Temp (°F) (C-1064):60 Load Number:1 Mixer Num.:80 Ticket Num.:35154 Cubic Yards:4 Design (psi):4500 Batch 12:30 PM 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) 792-120A N 8.40 6 28.32 4/16/2026 Lab Unbonded 7 3 103.62 3670 792-120B N 8.40 6.01 28.37 4/23/2026 Lab Unbonded 14 3 118.6 4180 792-120C N 8.30 6 28.23 5/7/2026 Lab Unbonded 28 5 128.97 4560 792-120D N 8.35 6 28.27 5/7/2026 Lab Unbonded 28 5 127.46 4510 792-120E N 8.35 6 28.27 5/7/2026 Lab Unbonded 28 5 157.75 5580 792-120F 8.40 HOLD Lab 3 2 Remarks:Kaylie OSullivan Reviewed By