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HomeMy WebLinkAbout792-61 (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 DENTRIFICATION SUMP PIT 8:45 Edwardo Baldera Mendez 11/26/202511/25/2025 4500 45 66 3/4 8 5.5 Cape Cod Ready Mix 60 49665 1 Wright-Pierce Temperatures Cubic Yards:5 Client Contract Number: General Contractor:NICKERSON PLACEMENT INFORMATION Placement Method:Pump 5 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 7:11 Arrive 7:45 Depart 8:15 Report Date:12/10/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 4x8 SIKA CONTROL 75, HOT WATER/WINTER 12/2/2025792-61A 8.25 3.99 12.47 7 2 53.1 4260LabUnbondedN 12/9/2025792-61B 8.25 3.99 12.50 14 5 54.5 4360LabUnbondedN 12/23/2025792-61C 8.25 28Lab 12/23/2025792-61D 8.25 28Lab 12/23/2025792-61E 8.25 28Lab Hold792-61F 8.25 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