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HomeMy WebLinkAbout792-18 (3)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 SBR PROCESS SUMP 9:10 Robert Reuter 10/6/202510/3/2025 4500 55 66 1 1/2 7 1/2 4.6 Cape Cod Ready Mix 67 49123 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 8:23 Arrive 9:00 Depart 10:00 Report Date:12/1/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 10/10/2025792-18A 6.02 28.46 7 5 125.0 4390LabUnbondedN 10/17/2025792-18B 6.01 28.32 14 5 149.5 5280LabUnbondedN 10/31/2025792-18C 6.01 28.37 28 5 165.7 5840LabUnbondedN 10/31/2025792-18D 6.01 28.32 28 5 161.5 5700LabUnbondedN 11/28/2025792-18E 6.01 28.37 56 3 185.3 6530LabUnbondedN Hold792-18F 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