HomeMy WebLinkAboutCONCRETE FIELD TEST19 - 22-00269 - Hibbard Elementary SchoolPRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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69272EE5-EE75-4761-8FDB-2DF88DC311B1 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File name:
22229SB08162023MDH
Compressive Strength of Concrete Test Specimens
Project Number:
22-229
Cumulative Test Load Amount:
60.0
Project Name:
Hibbard Elementary
Test Location:
Curb, east side of building
Client:
Madison School District
Admixtures:
MP 322, MA AE 90
Contractor:
Richardsons Concrete
Supplier:
Walters Ready Mix, Inc.
Mix Number:
500F HES
Date:
7/19/2023
Cylinder Log #:
399
Set #:
2
Entrained Air (%):
5.6
Concrete Temperature (°F):
77
Ambient Temperature (°F):
80
Unit Weight (PCF):
142.2
Tested By:
Michael Hammar
Date:
7/19/2023
Field Test Results:
Picked Up By:
Jense Christensen
Pick Up Date:
7/20/2023
Pick Up Time:
11:30 AM
Max, Min Temperature:
76,69
Compressive Strength Data
Previous Test Results:
Cylinder ID:Break Age:Break Date:Area (in^2):Maximum Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 7/26/2023 12.57 62320 4958 4,000.00 Type 1
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
69272EE5-EE75-4761-8FDB-2DF88DC311B1 2
Current Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
B 28 8/16/2023 4.000 12.57 75,850.0 6034 4,000.0 Type 2
C 28 8/16/2023 4.000 12.57 77,020.0 6127 4,000.0 Type 2
D 28 8/16/2023 4.000 12.57 80,830.0 6430 4,000.0 Type 2
Second Break Average:
6197
Date:
08/16/2023
Reviewed By:
E. Vail
Signature: