HomeMy WebLinkAboutCONCRETE TEST 9 - 19-00731 - The Grove at Thomson Farms - Hickory - 30 Unit Bldg 4Project 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
Thomson Farms
Still Water Equity Partnership
142
20001
13576
10 of 30 yards
MP 322, MA AE 90,
F Pelton
05-05-2020, 3:45
7
7.5
67.6
69.9
5
6
65A
65E
65C
65B
65D
4
4
4
4
05/12/20
06/02/20
06/02/20
06/02/20
56,180 2 4,0004,469
0
0
0
12.57
Walters Ready Mix
Building 6
7
28
28
28
H
12.57
12.57
12.57
Super plastisizer was used to increase the slump. We
tested it a second time and had 5.5 percent for air.
1 of 1
F. Pelton 05/06/2020 1:30PM