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HomeMy WebLinkAbout792-4Report 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 SOLIDS HANDLING BUILDING SUMP PIT PAD 8:00 Robert Reuter 8/22/20258/20/2025 4500 62 77 1 1/2 6 1/2 5.6 Cape Cod Ready Mix 75 48710 1 Wright-Pierce Temperatures Cubic Yards:5 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Pump 5 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 7:17 Arrive 7:45 Depart 8:40 Report Date:9/3/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 8/27/2025792-4A 29.40 5.50 23.72 7 2 139.5 5880LabUnbondedN 9/3/2025792-4B 29.40 6.01 28.32 14 150.1 5300LabUnbondedN 9/17/2025792-4C 29.40 28Lab 9/17/2025792-4D 29.40 28Lab Hold792-4E 29.40 Lab Hold792-4F 29.40 Lab 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