HomeMy WebLinkAbout24004D10012024TH_CE_Density_AggregatePRIVILEGED 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.
3d1abdb3be25fb83-1727802127464 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
24004D10012024TH
In Place Density of Soils ASTM D2922 & D3017
Date:
10/01/2024
Project Number:
24004
Project Name:
Teton River Temple
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
11:00 AM
Contractor:
Depatco
Total Time on Project:
3½hrs
Current Weather Conditions:
Partly Cloudy
Wind:
5-15 mph
Instrument ID
76562
MS:
671
Ambient Temperature (°F):
54
DS:
2570
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 West
Church Dr,
STA:
120+00 20'
LCL
FG 6 Native Pit Run 128.2 120.8 6.1 126.5 95 Pass
2 West
Church Dr,
STA: 119+
00 20' LCL
FG 6 Native Pit Run 127.6 121.2 5.3 126.5 96 Pass
Field Technician Information
Truck Mileage from Lab to Project (One Way)Total Mileage
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.
3d1abdb3be25fb83-1727802127464 2
STARLORD 13 60466.00
Tested By:
Travis Hutmacher
Signature:
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 site and unpacked the gauge. Standardized the gauge and prepared to take shots. Observed an
excavator backfilling material on West Church Dr.
Spoke with the excavator driver and informed him that I would be testing the material he was backfilling.
Observed as he filled in material. Took multiple passing shots.
Continued to observe. Observed a front end loader supplying material for the base of the trench. Observed the
excavator filling in the trench and compacting with a roller attachment.
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.
3d1abdb3be25fb83-1727802127464 3
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.
3d1abdb3be25fb83-1727802127464 4