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4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
24004D03192024MJV
In Place Density of Soils ASTM D2922 & D3017
Date:
03/19/2024
Project Number:
24004
Project Name:
Teton River Temple
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
08:00 AM
Contractor:
Depatco
Total Time on Project:
4 hours
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
76561
MS:
702
Ambient Temperature (°F):
29
DS:
2752
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 Moody Rd.,
STA 41+25,
LCL 10’
1’
below
FG
12 Native Pit Run 129.5 122.9 5.4 126.5 97 Pass
2 Moody Rd.,
STA 41+30,
LCL 15’
1’
below
FG
12 Native Pit Run 132.0 122.3 7.9 126.5 97 Pass
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
18
Total Mileage
14268.00
Tested By:Signature:
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Matthew Valinotti
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
Arrived on job site at Teton River Temple project. Was able to meet with Depatco team and Big D Construction
representative and engineers with Horrocks and had a pre-construction meeting going over layout and
construction of site. Discussed plan moving forward with the project.
Went over to meet with onsite Depatco foreman, Jordan, who was installing 12” DR35 sewer pipe along Moody
Rd. We observed the means and methods of compaction as they continued. They used a CAT 345D excavator to
bring in material and compact it with a bucket, then used a sheep’s foot to compact material further.
We discussed test methods with Horrocks Engineering, and it was decided that anything below the 5’ mark we
would observe the means and methods of compaction as it was taking place. Anything 5’ above would be tested
using nuclear methods. We were able to take several passing shots in areas that were already compacted and all
were results were reported back to Depatco.
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
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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
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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.
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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.
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