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HomeMy WebLinkAbout792-8Report 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 BUILDING FOOTINGS 8:44 Kellie Jigerjian 9/19/20259/17/2025 4500 63 74 1 1/2 5 1/2 4.7 Cape Cod Ready Mix 74 48931 1 Wright-Pierce Temperatures Cubic Yards:11 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Crane & Bucket 43 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 7:24 Arrive 8:00 Depart Report Date:9/24/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 SIKA CONTROL 7S 9/24/2025792-8A 28.80 6.01 28.37 7 2 135.0 4760LabUnbondedN 10/1/2025792-8B 28.95 14Lab 10/15/2025792-8C 29.05 28Lab 10/15/2025792-8D 28.70 28Lab 10/15/2025792-8E 29.00 28Lab Hold792-8F 28.60 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