Loading...
HomeMy WebLinkAbout792-66Report 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 SBR - 1/2 SLAB PLACEMENT #1 (THREE SLAB SECTIONS) 7:51 Robert Reuter 12/4/202512/3/2025 4500 43 78 1 1/2 8 5 Cape Cod Ready Mix 62 33972 11 Wright-Pierce Temperatures Cubic Yards:11 Client Contract Number: General Contractor:CDM SMITH PLACEMENT INFORMATION Placement Method:Pump 187 INITIAL CURING CONDITION TEST RESULTS DELIVERY INFORMATION Admixtures: Placement Vol. (yd³): Batch 7:17 Arrive 7:41 Depart 8:29 Report Date:12/10/2025 Cap Type Defect (Y/N) Material Type: Concrete Cylinder Size: 6x12 12/10/2025792-66A 28.85 6.01 28.37 7 5 104.4 3680LabUnbondedN 12/10/2025792-66B 28.90 6.01 28.32 7 3 106.6 3760LabUnbondedN 12/17/2025792-66C 29.05 14Lab 12/31/2025792-66D 29.10 28Lab 12/31/2025792-66E 28.90 28Lab Hold792-66F 28.85 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