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HomeMy WebLinkAbout792-65Report 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 - 1/2 SLAB PLACEMENT #1 (THREE SLAB SECTIONS) 6:59 Robert Reuter 12/4/202512/3/2025 4500 39 76 1 1/2 8 5.8 Cape Cod Ready Mix 81 53967 2 Wright-Pierce Temperatures Cubic Yards:11 Client Contract Number: General Contractor:CDM SMITH PLACEMENT INFORMATION Placement Method:Pump 187 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 6:05 Arrive 6:45 Depart 7:15 Report Date:12/10/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 12/10/2025792-65A 28.50 6.00 28.27 7 3 121.6 4300LabUnbondedN 12/10/2025792-65B 28.50 6.01 28.32 7 3 114.7 4050LabUnbondedN 12/17/2025792-65C 28.50 14Lab 12/31/2025792-65D 28.50 28Lab 12/31/2025792-65E 28.55 28Lab Hold792-65F 28.55 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