HomeMy WebLinkAbout792-792-60The 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 Grout Compressive Strength
ASTM C109
Project Name:Yarmouth MA - Town of
Yarmouth Water Resource
Recovery Facility - Concrete
Testing Services
Client:Wright-Pierce
Project #:25-0468
Supplier:
Product Name:
PLACEMENT INFORMATION
Date Cast: 11/25/2025 Time Cast: 12:00 AM Date Received: 11/26/2025
Placement Location:ANCHOR #33, 34, 8, 9, 10, 11, 12, 236, 211, 186, 185, 157, 168, 159
Placement Method:
Specimen Made By:
* Specimen Not Made By S.W. Cole
Placement Vol. (yd ):
Aggregate Size (in):
INITIAL CURING CONDITION DELIVERY INFORMATION
Temperatures
Minimum (°F):Maximum (°F):
Admixtures:
TEST RESULTS
Slump (in) (C-143):
Air Temp (°F):
Conc. Temp (°F) (C-1064):55
Batch Number:
Mixer Number:
Ticket Number:
Design (psi):4000
Specimen
Designation Area (in )
Date Of
Test
Cure
Type
Age
(Days)
Load
(kips)
Strength
(psi)
792-60A 4.00 12/1/2025 Lab 6 25 6250
792-60B 4.02 12/2/2025 Lab 7 25.63 6380
792-60C 4.12 12/9/2025 Lab 14 28.61 6940
792-60D 4.02 12/23/2025 Lab 28 31.88 7930
792-60E 4.04 12/23/2025 Lab 28 33.51 8290
792-60F HOLD Lab
3
2
Remarks: SPECIFIC GRAVITY: 1.92 Kaylie OSullivan
Reviewed By