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HomeMy WebLinkAbout792-2Report 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 BUILDING FOOTINGS, E-2.5 TO E-3.8, AND D.2-5 TO D.2-3.8 11:30 James Lee 7/28/20257/25/2025 4500 85 81 1 1/2 5 1/4 4 Cape Cod Ready Mix 60 42542 1 Wright-Pierce Temperatures Cubic Yards:10 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Pump 10 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 10:25 Arrive 11:00 Depart 11:30 Report Date:8/22/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 AIR: 2.5 OZ. SRR - 1900 OZ. 2100 - 224 OZ 8/1/2025792-2A 28.85 6.05 28.70 7 5 121.8 4250LabUnbondedN 8/22/2025792-2B 28.75 6.05 28.70 28 3 140.2 4880LabUnbondedN 8/22/2025792-2C 28.90 6.04 28.61 28 3 135.1 4720LabUnbondedN 8/22/2025792-2D 28.90 6.05 28.75 28 5 136.1 4740LabUnbondedN Hold792-2E 29.05 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