HomeMy WebLinkAboutCONCRETE FIELD TEST - 23-00332 - Madison Jr High - AdditionFile Name
23252C06282023MM
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D76B3862-8BC3-4DD4-B4E8-42BD4043518A 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
Compressive Strength of Concrete Test Specimens
Project Number:
23-252
Cumulative Test Load Amount:
9.5
Ticket #:
0446
Test Location:
Foundation walls- commons in reference to AI.03
Concrete Member:
Foundation Walls
Client:
Madison School District
Admixtures:
MICROAIR, 322-N,
POLY1025
Required 28 day Strength
(psi):
4,500.0
Contractor
Richardson Concrete
Supplier:
Valley Ready Mix
Mix Number:
MIX96AF
Date:
06/28/2023
Start Time
12:00 PM
Time on Project
3 Hours
Tested By:
Mark Mansfield
Testing:
Set #:Cumulative
Test
Load
Amount:
Time
Tested:
Test
Location:
Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Entrained
Air
Spec.
(%):
Slump
(in):
Slump
Spec.
(in):
1 9.5 01:45 PM Foundation
walls-
commons
in
reference
to AI.03
72 34.620 139.0 75 5.5 +-
1.0
6 1/2 Max 6
Observations/Remarks:
I arrived at the job site around 12:45 PM and looked over the forms and rebar. I noted that the concrete
reinforcement appeared to be in general conformance to project specifications.
I then returned to my vehicle to begin setting up my equipment. As I was setting up, the trucks arrived. I was
able to grab a batch ticket from the first truck and record the information I needed for my report.
After the driver had offloaded about a yard of material, I was able to grab a sample and begin my testing.I
File Name
23252C06282023MM
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.
D76B3862-8BC3-4DD4-B4E8-42BD4043518A 2
tested both air and slump.
The results were within general conformance and I was able to report said results to the foreman.
After my testing was completed, I cast strength specimens and observed the remainder of the pour. Once the
pour had concluded, I returned to my vehicle and filled out my report.
Signature:Reviewed By:
Luke Hammar
Signature:
Date:
06/29/2023
Inspection Images
File Name
23252C06282023MM
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.
D76B3862-8BC3-4DD4-B4E8-42BD4043518A 3