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HomeMy WebLinkAbout792-6 (1)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 FOOTINGS NE, SW CORNER. HEADWORKS 15 + 00 10:23 Robert Reuter 9/12/20259/11/2025 4500 73 76 1 1/2 6 3/4 6 Cape Cod Ready Mix 56 48883 2 Wright-Pierce Temperatures Cubic Yards:10 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Crane & Bucket 40 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 10:34 Arrive 11:10 Depart 11:45 Report Date:9/26/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 9/18/2025792-6A 28.90 6.00 28.27 7 3 132.1 4670LabUnbondedN 9/25/2025792-6B 28.70 6.02 28.42 14 3 138.6 4880LabUnbondedN 10/9/2025792-6C 29.05 28Lab 10/9/2025792-6D 29.00 28Lab 10/9/2025792-6E 28.85 28Lab Hold792-6F 28.95 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