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HomeMy WebLinkAbout792-42Report 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 FOUNDATION WALLS & PIERS VECHILE STORAGE BUILDING 9:14 Carlos Coutinho 11/3/202510/31/2025 4500 57 65 3/4 7 3/4 3.5 Cape Cod Ready Mix 60 49379 1 Wright-Pierce Temperatures Cubic Yards:7.5 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Pump 20 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 8:23 Arrive 9:04 Depart 9:30 Report Date:11/7/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 4x8 SIKA CONTROL 75, ES 11/7/2025792-42A 8.40 3.99 12.47 7 5 69.7 5590LabUnbondedN 11/14/2025792-42B 8.40 14Lab 11/28/2025792-42C 8.40 28Lab 11/28/2025792-42D 8.40 28Lab 11/28/2025792-42E 8.40 28Lab Hold792-42F 8.40 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