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HomeMy WebLinkAbout792-792-119 (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: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 ):220 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 Air Content (%) (C-231):3.9 Air Temp (°F):49 Conc. Temp (°F) (C-1064):61 Load Number:20 Mixer Num.:64 Ticket Num.:51245 Cubic Yards:11 Design (psi):4500 Batch 9:16 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) 792-119A N 29.15 6 28.27 4/13/2026 Lab Unbonded 4 6 101.86 3600 792-119B N 29.15 6 28.27 4/16/2026 Lab Unbonded 7 5 144.93 5130 792-119C N 29.20 6.01 28.37 4/24/2026 Lab Unbonded 15 2 150.5 5300 792-119D N 29.25 6 28.27 5/7/2026 Lab Unbonded 28 5 152.3 5390 792-119E N 29.20 6 28.27 5/7/2026 Lab Unbonded 28 5 150.75 5330 3 2 Remarks:Kaylie OSullivan Reviewed By