HomeMy WebLinkAbout792-792-91The S.W.COLE field representative is on-site at the request of our client to provide construction materials testing and to observe and document construction activities. The Contractor has soleresponsibility for schedule, site safety, methods, completeness and quality control.
58 Norfolk Ave, 14, Easton, MA 02375 • Tel 508 822 6934 • Fax • www.swcole.com
Report of Concrete Compressive Strength
ASTM C31, ASTM C39, ASTM C1231
Project Name:Yarmouth MA - Town of
Yarmouth Water Resource
Recovery Facility - Concrete
Testing Services
Client:Wright-Pierce
Project #:25-0468
Report Date:1/28/2026
Contract Number:146
Concrete Supplier:Cape Cod Ready Mix
PLACEMENT INFORMATION
Date Cast: 1/21/2026 Time Cast: 9:20 AM Date Received:
Placement Location:PROCESS BUILDING BASEMENT SLAB NORTH AND SOUTH & SPR SLABS 11 & 15
Placement Method:
Cylinders Made By:Rob Reuter
Material Type:CONCRETE CYL
Placement Vol. (yd ):330
Aggregate Size (in):1 1/2
Cylinder Size:6 x 12
INITIAL CURING CONDITION DELIVERY INFORMATION
Temperatures
Minimum (°F):Maximum (°F):
Admixtures:1% IN LAST 4 TRUCKS
TEST RESULTS
Slump (in) (C-143):10
Air Content (%) (C-231):5
Air Temp (°F):11
Conc. Temp (°F) (C-1064):60
Load Number:12
Mixer Num.:80
Ticket Num.:50306
Cubic Yards:10
Design (psi):4500
Batch
8:05 AM
Arrive
9:11 AM
Depart
9:33 AM
Cylinder
Designation
Defect
(Y/N)
Cylinder
Weight
(lbs)
Cylinder
Diameter
(in)
Cross
Sectional
Area (in )
Date Of
Test
Cure
Type
Cap
Type
Age
(Days)
Fracture
Type
Load
(kips)
Strength
(psi)
792-91A N 28.75 6.01 28.37 1/28/2026 Lab Unbonded 7 5 140.03 4940
792-91B 28.9 2/4/2026 Lab 14
792-91C 28.75 2/18/2026 Lab 28
792-91D 28.55 2/18/2026 Lab 28
792-91E 28.70 2/18/2026 Lab 28
792-91F 28.50 HOLD Lab 0
3
2
Remarks:Kaylie OSullivan
Reviewed By