HomeMy WebLinkAboutCONCRETE FIELD TEST - 21-00789 - Rocky Mountain Power - Mechanic ShopFile Name
21064C03302022MM
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D3B17FB8-D118-4866-8B03-F8ADA7884D75 1
4103 E 605 N Suite 1 Rigby, ID 83442 208.881.0081 www.connectengr.com
Compressive Strength of Concrete Test Specimens
Project Number:
21064
Cumulative Test Load Amount:
10.0
Ticket #:
06656
Project Name:
Rocky Mountian Power
Test Location:
Foundation walls main building
Client:
T-Webb Construction
Admixtures:
MP 322, MA AE 90
Required 28 day Strength
(psi):
4,500.0
Contractor:
T-Webb Construction
Supplier:
Walters Ready Mix
Mix Number:
400
Date:
03/30/2022
Start Time
08:00 AM
End Time
09:30 AM
Testing:
Set #:Time
Tested:
Ticket #:Test
Location:
Ambient
Temp.
(°F):
Unit Weight
(PCF):
Entrained
Air (%):
Entrained
Air
Spec.
(%):
Concrete
Temp.
(°F):
Slump
(in):
Slump
Spec.
(in):
1 08:15
AM
06656 Foundation
walls
main
building
32 140.16 4.50 5.5 +- 1 65 3.50 4 Max
Observations/Remarks:
We arrived at the job at 8:00 am and the first truck showed up shortly after. We were able to inspect the rebar
and found it to be according to guidelines.
We grabbed our sample around 8:15 am and started testing. All results were within spec and we were able to
report to the contractor.
While the pour was happening we saw the finishers using both a vibrator and a hammer to consolidate. The job
went smoothly and there weren’t any issues.
Tested By:
M.Mansfield
Signature:
Reviewed By:
E. Vail
Signature:
File Name
21064C03302022MM
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.
D3B17FB8-D118-4866-8B03-F8ADA7884D75 2
Date:
03/30/2022
Inspection Images