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HomeMy WebLinkAbout792-54Report of Concrete Compressive Strength ASTM C-31/ C-39 / C-1231 Project Name: Placement Location: Cylinders Made By: 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 Kellie Jigerjian 11/19/202511/18/2025 Time Cast: 9:39 Date Received: BASE SLAB (PLACEMENT #1) SOLIDS HANDLING BUILDING 4500 40 64 1 1/2 9 1/2 6 Cape Cod Ready Mix 67 49594 11 Wright-Pierce Temperatures Cubic Yards:10 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Pump 160 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 8:54 Arrive 9:29 Depart Report Date:11/25/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 SIKA CONTROL 75 11/25/2025792-54A 28.75 6.00 28.27 7 5 125.6 4440LabUnbondedN 12/2/2025792-54B 28.75 14Lab 12/16/2025792-54C 28.75 28Lab 12/16/2025792-54D 28.75 28Lab 12/16/2025792-54E 28.75 28Lab Hold792-54F 28.75 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