HomeMy WebLinkAbout20023-C-06-24-2020 FP 1 of 4 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
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4,959 PSI
MACU Call Center
Mills Concrete
192F MACU
20023
15057
150 of 208 yards
MP 322, MA AE 90
F Pelton
06-24-2020, 8:30 am
5
6
71.2
53
24
47
151A
151E
151C
151B
151D
4
4
4
4
07/01/20
07/22/20
07/22/20
07/22/20
07/22/20
42,085
61,685
62,285
63,045
53,5003,348
4,907
4,955
5,015
Digitally signed by Jacob P
Christensen
Date: 2020.07.22 09:29:18 -06'00'
12.57
Walters Ready Mix
Western exterior wall
7
28
28
28
H
12.57
12.57
12.57
15 gallons of water was added, which increased the
slump.
1
S. Edwards 06/25/2020
1
2
5