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HomeMy WebLinkAbout792-22 (2)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 FROST WALL 9:30 Nicholas Cinquini 10/8/202510/6/2025 4500 54 74 1 1/2 8 4.6 Cape Cod Ready Mix 74 49178 1 Wright-Pierce Temperatures Cubic Yards:8 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Crane & Bucket 8 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch Arrive Depart Report Date:12/1/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 SIKA CONTROL 75 10/13/2025792-22A 29.10 6.01 28.32 7 5 130.8 4620LabUnbondedN 10/20/2025792-22B 29.10 6.02 28.42 14 5 143.7 5060LabUnbondedN 11/3/2025792-22C 29.10 6.01 28.32 28 3 156.4 5520LabUnbondedN 11/3/2025792-22D 29.10 6.01 28.37 28 5 162.0 5710LabUnbondedN 12/1/2025792-22E 29.10 6.02 28.42 56 5 179.8 6330LabUnbondedN Hold792-22F 29.10 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