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HomeMy WebLinkAbout792-3 (2)Report of Concrete Compressive Strength ASTM C-31/ C-39 / C-1231 Project Name: Placement Location: Time Cast: Cylinders Made By: Date Received:Date Cast: Design (psi): Client: Air Temp (ºF): Conc. Temp (ºF) (C-1064): Slump (in) (C-143): Concrete Supplier: Mixer Number: Ticket Number Load Number: Aggregate Size (in): Air Content (%) (C-231) Cylinder Designation Cylinder Weight (lbs) Cylinder Diameter (in) Cross Sectional Area(In)²Date Of Test Age (days) Fracture Type Load (kips) Strength (psi) Project Number: Cure Type Minimum (ºF)Maximum (ºF) 25-0468Yarmouth MA - Town of Yarmouth Water Resource Recovery Facility - Concrete Testing Services FOOTING 8:30 Nicholas Cinquini 8/18/20258/15/2025 4500 75 83 1 1/2 93.853.5 6 1/2 5.4 Cape Cod Ready Mix 74 48685 1 Wright-Pierce Temperatures Cubic Yards:7 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Direct Discharge 14 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch Arrive Depart Report Date:9/12/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 SRA 8/22/2025792-3A 28.90 5.99 28.18 7 5 107.0 3800LabUnbondedN 8/29/2025792-3B 29.10 6.01 28.32 14 5 137.7 4860LabUnbondedN 9/12/2025792-3C 28.80 6.01 28.32 28 3 173.2 6120LabUnbondedN 9/12/2025792-3D 29.05 6.00 28.27 28 5 163.0 5770LabUnbondedN 10/10/2025792-3E 28.85 56Lab 10/10/2025792-3F 29.00 56Lab Remarks: 58 Norfolk Ave Suite 1A, South Easton, MA 02375 • Tel (508) 822-6934 • www.swcole.com Fracture Types 1 2 543 Cone both ends Cone one end w/ split Side at top or bottom DiagonalColumnar 6 Pointed End Reviewed By