HomeMy WebLinkAboutSOIL DENSITY REPORT 4 - 22-00007 - 253 W 2nd S - Sundance Bldg CFile Name:
22214D05032022LC
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E461C13B-E4B4-43E5-AD26-E193DF6EACAA 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:
22-214
Contractor:
Bart Stevens
Project Name:
Sundance Apartments
Instrument ID
3743
Daily Standardization:
Client:
Bart Stevens
Date:
05/03/2022
MS:
748
DS:
2622
Time Start:
11:00 AM
Time End:
01:00 PM
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 South east corner Top of sub
grade
12 129.6 122.5 5.8 129.5
Material
Type
Reject
Sand
(Walters)
95
2 South west corner Top of sub
grade
12 136.8 128.8 6.2 129.5
Material
Type
Reject
Sand
(Walters)
99
3 100 ft north of south
west corner
Top of sub
grade
12 130.7 123.8 5.5 129.5
Material
Type
Reject
Sand
(Walters)
96
4 North west corner Top of sub
grade
12 134.8 122.9 9.7 129.5
Material
Type
Reject
Sand
(Walters)
95
Observations/Remarks:
File Name:
22214D05032022LC
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.
E461C13B-E4B4-43E5-AD26-E193DF6EACAA 2
Arrived on site around 11:30 AM and met with Tom from Mark Stevens Construction to test compaction and
density of reject sand backfill material. Material was tested in building corners or roughly every 100 linear feet
and passing density test results were reported to and excepted by Tom.
Completed testing around 12:15 PM.
Tested By:
L. Clifford
Signature:
Reviewed By:
E. Vail
Signature:
Date:
05/04/2022
Inspection Images: