HomeMy WebLinkAboutDENSITY SOIL TEST - 3-1-2022File Name:
22–204BD03012022LC
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8AF6074C-269E-49B2-BB51-2E6F8A32B1A4 1
4103 E. 605 N. Suite. 1 Rigby ID, 83442 208.881.0081 www.connectengr.com
In Place Density of Soils ASTM D2922 & D3017
Project Number:
22-204B
Contractor:
Edstrom Construction
Project Name:
Evo Automation
Instrument ID
18025
Daily Standardization:
Client:
Edstrom Construction
Date:
03/01/2022
MS:
523
DS:
1679
Time Start:
12:00 PM
Time End:
01:30 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 Southeast corner of
site
3 feet below
existing
grade
12 114.6 134.8 7.3 132.6
Material
Type
Native
Material
102
2 Southwest corner of
site
3 feet below
exist in grade
12 134.1 127.0 5.6 132.6
Material
Type
Native
Material
96
3 100 feet north of
south west corner
3 feet below
existing
grade
12 138.9 131.4 5.7 132.6
Material
Type
Native
Material
99
4 200 feet north of
south west corner
3 feet below
existing
grade
12 135.6 129.0 5.1 132.6
Material
Type
Native
Material
97
Observations/Remarks:
Arrived on site around 12:30 PM and met with Shane from Edstrom Construction to test density on native fill
material. Density was tested in four locations every 100 linear feet. Compaction density for each test met
compaction specifications. Test results were reported to Shane from Edstrom Construction. Left site around 1:15
PM.
File Name:
22–204BD03012022LC
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.
8AF6074C-269E-49B2-BB51-2E6F8A32B1A4 2
Tested By:
L. Clifford
Signature:
Reviewed By:
E. Vail
Signature:
Date:
03/01/2022
Inspection Images: