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HomeMy WebLinkAbout792-1Report 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 VEHICLE STORAGE BUILDING FOOTING NORTH AND SOUTH ENDS 8:45 Jordan Paine 7/25/20257/23/2025 4500 70 73 1 1/2 6 1/4 4.4 Cape Cod Ready Mix 70 48524 1 Wright-Pierce Temperatures Cubic Yards:10 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Direct Discharge 28 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 6:36 Arrive 8:03 Depart 8:30 Report Date:8/20/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 AE, TYPE F WRA, SHRINKAGE ADM. 7/30/2025792-1A 29.45 6.01 28.37 7 3 144.0 5080LabUnbondedN 8/6/2025792-1B 29.45 5.99 28.18 14 5 157.0 5570LabUnbondedN 8/20/2025792-1C 29.45 5.99 28.18 28 5 177.9 6310LabUnbondedN 8/20/2025792-1D 29.45 5.98 28.09 28 5 178.5 6360LabUnbondedN Hold792-1E 29.45 Lab Hold792-1F 29.45 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