HomeMy WebLinkAbout24004D09172024TH_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.
3d1abdb3be25fb83-1726595381612 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
24004D09172024TH
In Place Density of Soils ASTM D2922 & D3017
Date:
09/17/2024
Project Number:
24004
Project Name:
Teton River Temple
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
12:00 PM
Contractor:
Depatco
Total Time on Project:
2
Current Weather Conditions:
Rain
Wind:
15-25 mph
Instrument ID
10483
MS:
592
Ambient Temperature (°F):
50
DS:
1649
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 Teton River
Temple St,
STA:74+00
4' RCL
3"
below
FG
BS 3/4" Base
(Hendricks Pit)
128.9 123.2 4.7 125.6 98 Pass
2 Teton River
Temple St,
STA: 76+00
6' LCL
3"
below
FG
BS 3/4" Base
(Hendricks Pit)
132.1 128.0 5.7 125.6 102 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.
3d1abdb3be25fb83-1726595381612 2
STARLORD 13 59206.00
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. Observed workers building lifts on the pile pad.
Observed a front end loader supplying pit run, and a skid steer spread the material.
Observed a dozer spreading ¾base on Teton River Temple St. Observed as a front end loader loaded material
into a dump truck. Observed as a roller compacted material on Teton River Temple St.
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.
3d1abdb3be25fb83-1726595381612 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.
3d1abdb3be25fb83-1726595381612 4