HomeMy WebLinkAboutCONCRETE TEST 1 - 19-00734 - The Grove at Thomson Farms - Maplewood - 30 Unit Bldg 1Project Name:
Client:
Mix Number:
Project Number:
Ticket Number:
Load Amount:
Admixtures:
Tested By:
Date and Time:
Compressive Strength of Concrete Test Specimens
Field Test Data: (ASTM C143, C138, C173, C231, C31, C1064, and C511)
Slump (Inches):
Entrained Air (%):
Concrete Temperature:
Ambient Temperature:
Test Results:Minimum:Maximum:
Cylinder #
Lab Test Data: (ASTM C39, C42, C617, and C1231)
Break Age
Cylinder
Diameter (in)
Area
(in² )
Break
Date
Maximum Load
(lbs)
Break
Type
Compressive
Strength (psi)Required 28 day
Strength (psi)
°F
°F
Reviewed By:
Supplier:
Test Location:
Unit Weight (PCF):Set # :
Cylinders Picked Up By: Date and Time:
Hi / Low Temperatures
Remarks:
28-day Average Strength
The Grove
Still Water Equity Partnership
292 F
20001
14892
11 of 22 yards
MP 322
F. Pelton
06-19-2020, 6:30 AM
8.5
1.75
66
41
2
144A
144E
144C
144B
144D
4 06/26/20
07/17/20
07/17/20
07/17/20
07/17/20
54,140 2 4,5004,30712.57
Walters Ready Mix
Building 9 west stair way
7
28
28
28
H
The first truck did not contain fibers, but the second
truck did have fibers in the concrete.
S. Edwards 06/20/2020