HomeMy WebLinkAboutTraffic Light Pole Base 04052024MJV_Concrete_Field_TestsPRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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B87C330D-44EF-4C74-B5C0-3486B4801FEB 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
24004C04052024MJV
Compressive Strength of Concrete Test Specimens
Date:
04/05/2024
Project Number:
24004
Project Name:
Teton River Temple
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
3 hours
Start Time:
11:30 AM
Contractor:
Mountain West Electric
Supplier:
KNIFE RIVER
Mix Number:
50C1I435
Concrete Member:
Pole Base
Required 28 day Strength (psi):
5,000.0
Admixtures:
POLY980, AC534
Entrained Air Spec. (%):
4 to 6
Slump Spec. (inches):
Max 5
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 5.0 22421177 01:00
PM
Moody Rd., STA 56, 50’ North of
Moody Rd.
56 35.140 141.1 72 4 3 1/2
Field Technician Information
Truck:
THANOS
Total Trip Mileage:
26.00
Tested By:
Matthew Valinotti
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
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.
B87C330D-44EF-4C74-B5C0-3486B4801FEB 2
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
Arrived at job site and met with Sam with Big D Construction and Whit with Depatco. Tested concrete and results
met general conformance. Relayed those results to Sam and Whit. Created cylinders and put them in secure
container and placed them in an area where they would not be disturbed. Cleaned equipment and left job site.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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.
B87C330D-44EF-4C74-B5C0-3486B4801FEB 3
Testing:
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.
B87C330D-44EF-4C74-B5C0-3486B4801FEB 4
Ticket Image: