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HomeMy WebLinkAbout792-26Report 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 HEADWORKS SW FROST WALL Robert Reuter 10/13/202510/10/2025 4500 50 1 1/2 Cape Cod Ready Mix 67 49184 1 Wright-Pierce Temperatures Cubic Yards:11 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Crane & Bucket 11 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 8:36 Arrive 9:19 Depart Report Date:10/17/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 10/17/2025792-26A 29.40 6.00 28.27 7 5 156.0 5520LabUnbondedN 10/24/2025792-26B 29.50 14Lab 11/7/2025792-26C 29.55 28Lab 11/7/2025792-26D 29.46 28Lab 11/7/2025792-26E 29.60 28Lab Hold792-26F 29.70 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