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HomeMy WebLinkAbout792-16Report 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 HEADWALL FOOTING 9:35 Nicholas Cinquini 10/2/202510/1/2025 4500 68 1 1/2 7 4.8 Cape Cod Ready Mix 74 49082 1 Wright-Pierce Temperatures Cubic Yards:11 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Crane & Bucket INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch Arrive Depart Report Date:10/8/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 SIKA CONTROL 10/8/2025792-16A 29.30 6.01 28.32 7 5 150.4 5310LabUnbondedN 10/15/2025792-16B 29.30 14Lab 10/29/2025792-16C 29.30 28Lab 10/29/2025792-16D 29.30 28Lab Hold792-16E 29.30 Lab Hold792-16F 29.30 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