HomeMy WebLinkAbout792-792-170 (2)58 Norfolk Ave, Easton, MA 02375 • Tel 508 822 6934 • 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:7/16/2026
Concrete Supplier:
PLACEMENT INFORMATION
Date Cast: 7/2/2026 Time Cast: 7:53 AM Date Received:
Placement Location:HEADWORKS BUILDING NE, CENTER W, S BASE SLAB
Placement Method:PUMP
Cylinders Made By:Andrew Carter
Material Type:Concrete Cylinders
Placement Vol. (yd ):116
Aggregate Size (in):3/4
Cylinder Size:4" x 8"
INITIAL CURING CONDITION DELIVERY INFORMATION
Temperatures
Minimum (°F):Maximum (°F):
Admixtures:SIKA CONTROL 75
TEST RESULTS
Slump (in) (C-143):8 1/4
Air Content (%) (C-231):3
Air Temp (°F):76
Conc. Temp (°F) (C-1064):82
Load Number:10
Mixer Num.:60
Ticket Num.:52658
Cubic Yards:10
Design (psi):4500
Batch
6:52 AM
Arrive
7:30 AM
Depart
8:20 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)
792-170A N 8.30 3.99 12.50 7/8/2026 Lab Unbonded 6 3 62.177 4970
792-170B N 3.99 12.50 7/16/2026 Lab Unbonded 14 5 69.28 5540
792-170C 7/30/2026 Lab 28
792-170D 7/30/2026 Lab 28
792-170E HOLD Lab
3
2
Remarks:Derek Mello
Reviewed By