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HomeMy WebLinkAbout792-5Report 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 HEADWALLS STRUCTURE WALLS SOLIDS HANDLING BUILDING 8:02 Robert Reuter 8/29/20258/28/2025 4500 70 72 3/4 8 1/2 5.6 Cape Cod Ready Mix 75 48767 2 Wright-Pierce Temperatures Cubic Yards:16 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Pump 23 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 7:23 Arrive 7:50 Depart 8:35 Report Date:9/4/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 4x8 9/4/2025792-5A 8.25 4.01 12.63 7 5 60.4 4780LabUnbondedN 9/11/2025792-5B 8.25 14Lab 9/25/2025792-5C 8.25 28Lab 9/25/2025792-5D 8.25 28Lab 9/25/2025792-5E 8.25 28Lab Hold792-5F 8.25 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