HomeMy WebLinkAbout20023-C-08-26-2020 WDM sfProject 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
4,719 PSI
MACU Call Center
MACU
192F MACU
20023
17005
4.00
flyash, MP322, MA AE 90
W. Moffat
08/26/2020, 1:30 PM
3.75
6.5
77.7
79
275A
275E
275C
275B
275D
4
4
4
4
09/02/20
09/23/20
09/23/20
09/23/20
39,125
59,725
57,340
60,895
4 3,5003,112
4,751
4,561
4,844
Digitally signed by Jacob
Christensen
Date: 2020.09.23 08:25:56 -06'00'
12.57
Walters Ready Mix
Front door foundations
7
28
28
28
H
12.57
12.57
12.57
The results portray the qualities of a second truck after
the first truck failed in the Entrained Air with a 8.5%.
About 50% of the pour was completed with the first
truck and 50% with the second truck
N/A
L.S. 08/27/2020
2
5
2