HomeMy WebLinkAboutSOIL DENSITY TEST - 21-00488 - Denny's - New Commercial BldgFile Name:
22212D03232022LC
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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:
22-212
Contractor:
Thompson Excavation
Project Name:
Rexburg Denny's
Instrument ID
18025
Daily Standardization:
Client:
Thompson Excavation
Date:
03/23/2022
MS:
530
DS:
1678
Time Start:
10:30 AM
Time End:
12:30 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 South east corner 2 feet below
top of
subgrade
12 139.3 131.0 5.7 138.5
Material
Type
Pit Run
95
2 South west corner 2 feet below
top of
subgrade
12 136.6 131.0 4.3 138.5
Material
Type
Pit Run
95
3 North west corner 2 feet below
top of
subgrade
12 137.0 131.7 4.0 138.5
Material
Type
Pit Run
95
4 North east corner 2 feet below
top of
subgrade
12 138.0 132.6 4.1 138.5
Material
Type
Pit Run
96
Observations/Remarks:
Arrived on site around 11:00 AM and met with Chris from Thompson Excavation for compaction testing of pit run
fill material for footings. Compaction was tested approximately every 100 linear feet, (at each corner).
Compaction was observed, recorded, and reported as meeting specifications of 95% of theoretical maximum
density 138.5 PCF. Moisture content on average was around 4%.
Test results and observations were reported to Chris from Thompson Excavation before leaving the site. As
File Name:
22212D03232022LC
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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compaction was tested to just meet minimum requirements it was recommended that if practical, additional
moisture be added and the material be further compacted. Left site around 11:50 AM.
Tested By:
L. Clifford
Signature:
Reviewed By:
E. Vail
Signature:
Date:
03/25/2022
Inspection Images:
File Name:
22212D03232022LC
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.
CE11391E-CAA0-4D35-BD83-58DCDE527E44 3