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HomeMy WebLinkAbout792-46 (1)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 VEHICLE STORAGE FROST WALL 10:25 Carlos Coutinho 11/8/202511/4/2025 4500 50 65 3/4 8 3/4 5.5 Cape Cod Ready Mix 74 49405 1 Wright-Pierce Temperatures Cubic Yards:9 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Crane & Bucket 9 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 9:21 Arrive 10:04 Depart Report Date:11/18/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 4x8 SIKA CONTROL 75 11/12/2025792-46A 7.70 3.99 12.50 8 3 69.0 5520LabUnbondedN 11/18/2025792-46B 7.70 3.98 12.44 14 2 76.8 6180LabUnbondedN 12/2/2025792-46C 7.70 28Lab 12/2/2025792-46D 7.70 28Lab 12/2/2025792-46E 7.70 28Lab Hold792-46F 7.70 Lab Remarks:SPECIFIC GRAVITY: 1.90 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