HomeMy WebLinkAboutSOIL DENSITY TEST 3 - 22-00610 - U-Haul - New Commercial Bldg AFile Name:
22247D07312023MH
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4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
In Place Density of Soils ASTM D2922 & D3017
Project Number:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen Construction
Client:
Bateman-Hall
Date:
07/31/2023
Time Start:
11:00 AM
Total Time on Project:
2 hours
Instrument ID
76562
Daily Standardization:
MS:
677
DS:
2676
Current Weather Conditions:
Sunny/Clear
Ambient Temperature (°F):
83
Wind:
Calm
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 See attached
photo for
reference
Top of
base
BS 133.4 130.7 2.1 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
100
2 See attached
photo for
reference
Top of
base
BS 128.2 125.7 2.0 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
96
3 See attached
photo for
reference
Top of
base
BS 132.3 129.0 2.6 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
99
4 See attached
photo for
reference
Top of
base
BS 135.1 131.7 2.6 130.8
Material Type
3/4" Base
(Edstrom
101
File Name:
22247D07312023MH
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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Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
Thorton Pit)
5 See attached
photo for
reference
Top of
base
BS 135.7 132.3 2.6 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
101
6 See attached
photo for
reference
Top of
base
BS 131.7 126.9 3.7 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
97
7 See attached
photo for
reference
Top of
base
BS 130.9 127.0 3.1 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
97
8 See attached
photo for
reference
Top of
base
BS 135.2 132.4 2.1 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
101
9 See attached
photo for
reference
Top of
base
BS 132.9 128.1 3.7 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
98
10 See attached
photo for
reference
Top of
base
BS 131.2 127.5 2.9 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
97
11 See attached
photo for
reference
Top of
base
BS 135.1 129.0 4.8 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
99
12 See attached
photo for
reference
Top of
base
BS 136.4 132.7 2.8 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
101
13 See attached
photo for
Top of
base
BS 132.1 128.2 3.0 130.8
Material Type
98
File Name:
22247D07312023MH
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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Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
reference 3/4" Base
(Edstrom
Thorton Pit)
14 See attached
photo for
reference
Top of
base
BS 127.3 124.5 2.2 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
95
15 See attached
photo for
reference
Top of
base
BS 128.8 125.8 2.4 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
96
16 See attached
photo for
reference
Top of
base
BS 137.0 131.7 4.1 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
101
Observations/Remarks:
I arrived on site at approximately 11:15 AM and began preparing my equipment for testing. I then performed 16
density tests on the aggregate.
The tests I performed on this aggregate were in general conformance of project specifications and the results
were reported to the contractor.
I then cleaned my equipment and entered my vehicle to begin this report.
Tested By:
Michael Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
07/31/2023
Inspection Images:
File Name:
22247D07312023MH
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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File Name:
22247D07312023MH
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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File Name:
22247D07312023MH
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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File Name:
22247D07312023MH
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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