HomeMy WebLinkAboutSOIL DENSITY TESTS - 22-00610 - U-Haul - New Commercial Bldg A & BFile Name:
22247D10312022CH
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88E02DD2-6C67-425D-9CD1-A24D385FA978 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen Construction
Instrument ID
18025
Client:
Bateman-Hall
Date:
10/31/2022
Time End:
11:00 AM
Time Start:
08:00 AM
Daily Standardization:
MS:
528
DS:
1656
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Northeast
corner of
section North of
main building
Top of
pitrun
12 141.2 132.7 6.3 134.5
Material Type
Pit Run
99
2 Northwest
corner of
section North of
main building
Top of
pitrun
12 143.0 134.3 6.5 134.5
Material Type
Pit Run
100
3 Southeast
corner of
section North of
main building
Top of
pitrun
12 139.9 131.3 6.6 134.5
Material Type
Pit Run
98
4 Southwest
corner of
section North of
main building
Top of
pitrun
12 137.9 129.2 6.8 134.5
Material Type
Pit Run
96
Observations/Remarks:
Arrived on site and begin observations on the pit run north of the main building. I took tests approximately every
100 linear feet and observed m that the results of the test were within general conformance to project
guidelines. I reported my results the contractor and left the jobsite.
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Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/31/2022
Inspection Images:
File Name:
22247D10272022CH
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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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen
Instrument ID
3491
Client:
Bateman-Hall
Date:
10/27/2022
Time End:
04:45 PM
Time Start:
01:30 PM
Daily Standardization:
MS:
710
DS:
2698
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Southwestern
corner of
southeastern
section
1 foot
below
top of
sub base
12 138.4 128.0 7.5 134.5
Material Type
Pit Run
95
2 Southeastern
corner of
southeastern
section
1 foot
below
top of
sub base
12 138.6 127.8 7.6 134.5
Material Type
Pit Run
95
3 Northwestern
corner of
southeastern
section
1 foot
below
top of
sub base
12 139.1 128.7 8.1 134.5
Material Type
Pit Run
96
4 Northeastern
corner of
southeastern
section
1 foot
below
top of
sub base
12 138.9 128.9 7.8 134.5
Material Type
Pit Run
96
5 Middle of
southeastern
section
1 foot
below
top of
sub base
12 139.1 129.3 8.2 134.5
Material Type
Pit Run
96
6 Southern side
of section
between
southwestern
Finished
grade
12 7.6 129.8 139.5 134.5
Material Type
Pit Run
97
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Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
pad
southeastern
section
7 Northern side
of section
between
southwestern
pad
southeastern
section
Finished
grade
12 140.5 131.0 8.1 134.5
Material Type
Pit Run
97
8 Northeastern
corner of
southwestern
pad
Finished
grade
12 140.5 131.8 6.6 134.5
Material Type
Pit Run
98
9 North middle of
southwestern
pad
Finished
grade
12 138.9 130.1 6.7 134.5
Material Type
Pit Run
97
10 Northwestern
corner of
southwestern
pad
Finished
grade
12 145.6 137.1 6.2 134.5
Material Type
Pit Run
102
11 Southeastern
corner of
southwestern
pad
Finished
grade
12 141.1 132.5 6.5 134.5
Material Type
Pit Run
99
12 South middle
corner of
southwestern
pad
Finished
grade
12 140.4 131.1 7.0 134.5
Material Type
Pit Run
97
13 Southwestern
corner of
southwestern
pad
Finished
grade
12 140.6 131.1 7.3 134.5
Material Type
Pit Run
97
14 Sewer line west
of southwestern
building pad
Finished
grade
12 140.2 127.6 9.8 134.5
Material Type
Pit Run
95
15 Sewer line west
of southwestern
building pad
Finished
grade
12 141.5 128.7 9.9 134.5
Material Type
Pit Run
96
Observations/Remarks:
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I arrived on site and spoke with the contractor who told me what they wanted me to test. I proceeded to take
tests for density, compaction in the south eastern corner, the south western building pad as well as the area
between the southeastern corner and Southwestern building pad and the sewer line backfill. I tested
approximately every 100 linear feet or as often as requested by the contractor and I observed the results of the
test were within general conformance to project guidelines. I reported my results to the contractor.
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/31/2022
Inspection Images:
File Name:
22247D10272022CH
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22247D11282022BB
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b8bc23e67404a7c5-1669653883091 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen
Instrument ID
78653
Client:
Bateman-Hall
Date:
11/28/2022
Time End:
03:45 PM
Time Start:
09:15 AM
Daily Standardization:
MS:
648
DS:
2540
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Building A line
31 at B
Approximate
top of
sub base
material
under
footings
10 137.8 131.0 5.3 138.5
Material Type
Pit Run
95
2 Building A line
31 at D
Approximate
top of
sub base
material
under
footings
10 141.5 132.7 6.6 138.5
Material Type
Pit Run
96
3 Building A line
A at 29
Approximate
top of
sub base
material
under
footings
8 139.7 134.5 3.8 138.5
Material Type
Pit Run
97
4 Building A line
A at 25
Approximate
top of
sub base
material
under
footings
8 137.4 131.4 4.6 138.5
Material Type
Pit Run
95
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Observations/Remarks:
Arrived on site at 9:45 AM. Contractor was just getting started breaking ground on footing trenches. I left and
returned at 12:00 PM and began to standardize my gauge but it was not functioning properly so I asked Eric to
send out another one.
Eric brought me a gauge and contractor's hoe pack was just finishing compacting on line 31 when I finished
standardization of my gauge so I did two density test with passing results on line 31 I then headed west down
line A.
Tested By:
Ben E Ball
Signature:
Reviewed By:
E. Vail
Signature:
Date:
11/29/2022
Inspection Images:
File Name:
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File Name:
22247D12052022CH
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35B32EF9-09BE-4BE0-953F-D90398BB4EB3 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen
Instrument ID
78653
Client:
Bateman-Hall
Date:
12/06/2022
Time End:
12:00 PM
Time Start:
10:00 AM
Daily Standardization:
MS:
632
DS:
2538
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Main building
foundation 100
feet east of
northwest
corner
Bottom
of
foundation
12 133.6 128.6 3.9 134.8
Material Type
Pit Run
95
2 Main building
foundation
northwest
corner
Bottom
of
foundation
12 133.8 128.4 7.1 134.8
Material Type
Pit Run
95
3 Main building
foundation
southwest
corner
Bottom
of
foundation
12 134.2 129.5 4.3 134.8
Material Type
Pit Run
96
Observations/Remarks:
I arrived on site and began observations on the foundation of the main building for the north west side and west
side. I proceeded to test for density and compaction. I took test approximately every 100 linear feet. I observed
that the results of the test were within general conformance to project guidelines. I reported my results to
contractor. I observed the contractor manually cover the ground with blankets to keep it thawed.
Tested By:
C Hammar
Reviewed By:
E. Vail
File Name:
22247D12052022CH
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Signature:Signature:
Date:
12/14/2022
Inspection Images:
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652BA52B-0012-466C-95A0-EB0CFF96204B 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen Construction
Instrument ID
78653
Client:
Bateman-Hall
Date:
12/05/2022
Time End:
12:30 PM
Time Start:
09:30 AM
Daily Standardization:
MS:
651
DS:
2533
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Main building
foundation 10
feet west of
northeast corner
Bottom
of
foundation
12 141.0 134.7 4.7 134.8
Material Type
Pit Run
100
2 Main building
foundation 60
feet west of
northeast corner
Bottom
of
foundation
12 133.8 128.6 4.1 134.8
Material Type
Pit Run
95
3 Main building
foundation 100
feet west of
northeast corner
Bottom
of
foundation
12 140.1 133.5 5.0 134.8
Material Type
Pit Run
99
Observations/Remarks:
I arrived on site and performed density tests on the foundation heading west from the north east corner. I took
three tests and observed the results of the tests were within general conformance to project guidelines. I
observed the contractor preparing the rest of the foundation heading towards the north west corner. I observed
that the ground was heated and covered overnight in preparation for excavation and compaction today. I
reported my results to the contractor and left the job site.
Tested By:
C Hammar
Reviewed By:
E. Vail
File Name:
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Signature:Signature:
Date:
12/14/2022
Inspection Images:
File Name:
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3E4353B9-B7AB-4E75-893A-5C0489BCA2EA 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen
Instrument ID
78653
Client:
Bateman-Hall
Date:
12/14/2022
Time End:
04:00 PM
Time Start:
01:15 PM
Daily Standardization:
MS:
648
DS:
2540
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Interior spot
footing
northeast most
footing
Bottom
of footing
12 141.1 130.6 8.4 134.8
Material Type
Pit Run
(Edstrom's)
97
2 Interior spot
footing north
middle
Bottom
of footing
12 141.0 129.9 8.6 134.8
Material Type
Pit Run
(Edstrom's)
96
3 Interior spot
footing north
west
Bottom
of footing
12 137.8 127.6 8.0 134.8
Material Type
Pit Run
(Edstrom's)
95
Observations/Remarks:
I arrived on site and began observations on the interior spot footings. I observed that the contractor had already
placed reinforcement in several footings prior to density testing. They removed the reinforcement and I tested
every other footing. I observed that the results for the test were within general conformance to project
guidelines. I reported my results to the contractor and left the job site.
Tested By:
C Hammar
Reviewed By:
E. Vail
File Name:
22247D12142022CH
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Signature:Signature:
Date:
12/21/2022
Inspection Images:
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b8bc23e67404a7c5-1671482980660 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen
Instrument ID
18025
Client:
Bateman-Hall
Date:
12/19/2022
Time End:
03:00 PM
Time Start:
01:00 PM
Daily Standardization:
MS:
518
DS:
1640
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Grid line A.5,
10
Top of
sub base
under
concrete
footings
6 140.3 130.8 7.3 134.8
Material Type
Pit Run
(Edstrom's)
97
2 Approximately
grid line A.5, 8
spot footing
Top of
sub base
under
concrete
footings
6 140.1 131.2 6.8 134.8
Material Type
Pit Run
(Edstrom's)
97
3 Approximately
grid line B, 7
spot footing
Top of
sub base
under
concrete
footings
6 137.9 129.7 6.3 134.8
Material Type
Pit Run
(Edstrom's)
96
4 Approximately
grid line B, 3
spot footing
Top of
sub base
under
concrete
footings
6 140.7 132.0 6.6 134.8
Material Type
Pit Run
(Edstrom's)
98
Observations/Remarks:
File Name:
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Arrived on site at 1:30 PM ambient temperature was 15 degree partly cloudy skies. Contractor was just finishing
compacting 4th spot foot in this pour. I checked densities on sub grade under concrete with passing results. See
density report.
Tested By:
Ben E Ball
Signature:
Reviewed By:
E. Vail
Signature:
Date:
12/21/2022
Inspection Images:
File Name:
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b8bc23e67404a7c5-1671132331303 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen
Instrument ID
18025
Client:
Bateman-Hall
Date:
12/15/2022
Time End:
02:30 PM
Time Start:
12:00 PM
Daily Standardization:
MS:
521
DS:
1646
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Grid line C, 1
through 9
Top of
sub base
under
concrete
footings
6 139.5 130.6 6.9 134.8
Material Type
Pit Run
(Edstrom's)
97
2 Grid line C, 1
through 9
Top of
sub base
under
concrete
footings
6 139.0 129.8 7.1 134.8
Material Type
Pit Run
(Edstrom's)
96
Observations/Remarks:
Arrived on site at 12:20 PM ambient temperature was 21 degrees with overcast skies. I tested density on
footing trench on line C between 1 & 9 where I failed to get a passing test. I asked contractor to re-compact the
area. I tested again with passing results. See density report.
Tested By:
Ben E Ball
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
22247D12152022BB
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b8bc23e67404a7c5-1671132331303 2
Date:
12/21/2022
Inspection Images:
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22247D12152022BB
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File Name:
22247D01032023BB
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b8bc23e67404a7c5-1672780388523 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen
Instrument ID
78653
Client:
Bateman-Hall
Date:
01/03/2023
Time End:
03:30 PM
Time Start:
01:30 PM
Daily Standardization:
MS:
612
DS:
2491
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Grid line E ,
approximately
at 18
Top of
sub base
under
concrete
footings
10 135.1 127.9 5.7 134.8
Material Type
Pit Run
(Edstrom's)
95
2 Grid line E,
approximately
at 24
Top of
sub base
under
concrete
footings
10 142.4 131.7 8.1 134.8
Material Type
Pit Run
(Edstrom's)
98
3 Grid line E,
approximately
at 30
Top of
sub base
under
concrete
footings
10 140.2 131.1 6.9 134.8
Material Type
Pit Run
(Edstrom's)
97
Observations/Remarks:
Arrived on site at 2:15 PM ambient temperature was 28 degrees with overcast skies and light snow. Contractor
had compacted footing for line E 10 through 31.
Tested By:
Ben E Ball
Reviewed By:
E. Vail
File Name:
22247D01032023BB
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b8bc23e67404a7c5-1672780388523 2
Signature:Signature:
Date:
01/12/2023
Inspection Images:
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File Name:
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D0B18E69-0FEA-4FAB-BE73-9D45B8A0106B 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen
Instrument ID
78653
Client:
Bateman-Hall
Date:
01/10/2023
Time End:
11:30 AM
Time Start:
09:30 AM
Daily Standardization:
MS:
646
DS:
2563
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Northeast
corner of job
North side of
the footings
Sub base 8 136.3 127.9 6.2 134.8
Material Type
Pit Run
(Edstrom's)
95
2 Northeast
corner
South end of
footings
Sub base 8 138.3 131.3 7.3 134.8
Material Type
Pit Run
(Edstrom's)
97
Observations/Remarks:
I arrived at the job and prepped my gauge. I spoke with the foreman and discussed where the testing needed to
take place. After being pointed in the right direction I took two shots and both passed compaction. I returned to
the foreman and reported the results.
I returned to my vehicle and put my gauge away and began filling out my report. I left the job site around 11:30
am.
Tested By:
M.Mansfield
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
22247D01102023MM
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D0B18E69-0FEA-4FAB-BE73-9D45B8A0106B 2
Date:
01/12/2023
Inspection Images:
File Name:
22247D01232023MM
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1B560382-FB89-45E7-866F-136ED82F49EE 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Bateman-Hall, Jerome Bowen
Instrument ID
18025
Client:
Bateman-Hall
Date:
01/23/2023
Time End:
02:30 PM
Time Start:
12:30 PM
Daily Standardization:
MS:
514
DS:
1666
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 See photo Sub
grade
BS 133.2 129.7 6.0 134.8
Material Type
Pit Run
(Edstrom's)
96
2 See photo Sub
grade
BS 134.7 130.1 5.9 134.8
Material Type
Pit Run
(Edstrom's)
97
Observations/Remarks:
I arrived at the job and spoke with the foreman about the job. I reported to the area and the crew was still
compacting the section.
After they were done I took a few shots, the first few were low but I had them work the soil a bit more. After a
little while I tested again and the areas passed.
I reported to the foreman and returned to my vehicle to begin my report.
Tested By:
M.Mansfield
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
22247D01232023MM
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1B560382-FB89-45E7-866F-136ED82F49EE 2
Date:
01/30/2023
Inspection Images:
File Name:
22247D01232023MM
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File Name:
22247D01232023MM
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File Name:
22247D02212023MM
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08CC6232-4C11-499A-932C-89CE5F8E6011 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Bateman-Hall
Instrument ID
76561
Client:
Bateman-Hall
Date:
02/21/2023
Time End:
01:00 PM
Time Start:
11:00 AM
Daily Standardization:
MS:
765
DS:
2759
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Interior of
Building B
Footing for
loading dock
Base 8 132.8 127.6 8.0 134.8
Material Type
Pit Run
(Edstrom's)
95
Observations/Remarks:
I arrived at the job site and spoke with the foreman. He directed me where to go and I began testing. I got
passing results and reported them back.
Tested By:
M.Mansfield
Signature:
Reviewed By:
E. Vail
Signature:
Date:
03/10/2023
Inspection Images:
File Name:
22247D02212023MM
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08CC6232-4C11-499A-932C-89CE5F8E6011 2
File Name:
22247D02212023MM
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E0C98BF2-7F98-44F9-9F05-80CC5516E998 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Bateman-Hall
Instrument ID
76562
Client:
Bateman-Hall
Date:
02/21/2023
Time End:
12:30 PM
Time Start:
10:00 AM
Daily Standardization:
MS:
765
DS:
1124
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Loading dock
area
Sub base 10 126.5 132.6 5.7 134.8
Material Type
Pit Run
(Edstrom's)
98
Observations/Remarks:
I arrived at the job site and setup my concrete gear before meeting with the foreman. Once I met with the
foreman, he directed me to the area that needed testing.
I was able to test and receive passing results. I reported to the foreman and returned to my vehicle to prep for
my concrete pour.
Tested By:
M.Mansfield
Signature:
Reviewed By:
E. Vail
Signature:
Date:
File Name:
22247D02212023MM
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E0C98BF2-7F98-44F9-9F05-80CC5516E998 2
03/24/2023
Inspection Images:
File Name:
22247D04132023MM
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12AF9328-F6BF-4D44-A9F9-C01D765CCA73 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Bateman-Hall
Client:
Bateman-Hall
Date:
04/13/2023
Time Start:
08:00 AM
Time End:
04:00 PM
Instrument ID
867
Daily Standardization:
MS:
1190
DS:
4895
Current Weather Conditions:
Snow
Ambient Temperature (°F):
30
Wind:
5-15 mph
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Building A
15 ft south of
northern wall
20 ft west of
eastern wall.
Sub base 8 133.7 129.8 4.8 134.8
Material Type
Pit Run
(Edstrom's)
96
2 Building A
15 ft north of
southern wall
15 ft west of
eastern wall.
Sub base 8 132.4 128.5 4.0 134.8
Material Type
Pit Run
(Edstrom's)
95
3 Building A
15 ft north of
southern wall
20 ft east of
southwestern
wall
Sub base 8 134.7 129.2 5.2 134.8
Material Type
Pit Run
(Edstrom's)
96
4 Building A
15ft south or
northern wall
40 ft east of
western wall
Sub base 8 135.1 130.2 6.2 134.8
Material Type
Pit Run
(Edstrom's)
97
5 Building A Sub base 8 135.6 129.9 5.1 134.8 96
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12AF9328-F6BF-4D44-A9F9-C01D765CCA73 2
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
Center point of
western pad
Material Type
Pit Run
(Edstrom's)
6 Building A
20ft south of
northern wall
20 ft west of
eastern wall
Base BS 133.1 126.2 5.2 130.8
Material Type
Native Material
96
7 Building A
20 ft north of
southern wall
15 ft west of
eastern wall
Base BS 134.7 126.7 6.0 130.8
Material Type
Native Material
97
8 Building A
20 ft North of
southern wall
15 ft east of
southwestern
wall
Base BS 132.6 129.4 4.7 130.8
Material Type
Native Material
99
9 Building A
15 ft south of
northern wall
40 ft east of
western wall
Base BS 135.1 128.7 5.0 130.8
Material Type
Native Material
98
Observations/Remarks:
I arrived at the job site and spoke with the foreman about the testing. He informed me that some of the pit run
had already been compacted and was ready for testing. I returned to my vehicle and prepped my gauge, I input
the necessary data and standardized.
While I tested the first few spots to the east of Building A the crew finished rolling the remaining areas of pit run.
Once I finished testing the sub base, I observed as they imported their 3/4 base. I spoke with the foreman about
the 3/4 base to make sure it was a material we had on file. I reached out to Shantel and confirmed the proctor
and optimum moisture.
They were able to begin rolling, but ran into an issue with their machine. The just halted as they went grab a
replacement to finish placing the material. We were shutdown for about an hour.
After the replacement had arrived, we were able to continue laying down materials and rolling.
I was able to test the east side of the building and move to the west as material was layered and compacted. The
material was achieving compaction as I tested, after recording results I continued reporting to the crew.
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12AF9328-F6BF-4D44-A9F9-C01D765CCA73 3
As they concluded for the day I returned to my vehicle to put my gear away and begin filling out my report.
Tested By:
M.Mansfield
Signature:
Reviewed By:
E. Vail
Signature:
Date:
04/17/2023
Inspection Images:
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92BCE8A2-4B2C-440D-88FF-D7650770B9EF 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:
22-247
Project Name:
U-Haul Moving and Storage
Contractor:
Jerome Bowen/Bateman-Hall
Client:
Bateman-Hall
Date:
04/18/2023
Time Start:
08:00 AM
Time End:
11:00 AM
Instrument ID
867
Daily Standardization:
MS:
1193
DS:
4892
Current Weather Conditions:
Partly Cloudy
Ambient Temperature (°F):
38
Wind:
5-15 mph
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 10ft away from
north wall
20ft east of
west wall
Base BS 135.1 130.2 3.0 130.3
Material Type
3/4" Base
100
2 10ft north of
southeast
corner
15ft east of
west wall
Base BS 134.6 132.0 2.0 130.3
Material Type
3/4" Base
101
3 25ft north of
south wall
40ft east of
west wall
Base BS 132.1 133.1 2.0 130.3
Material Type
3/4" Base
102
4 20ft south of
north wall
15ft east of
office pad
Base BS 136.5 128.0 6.7 130.3
Material Type
3/4" Base
98
Observations/Remarks:
We arrived at the job site around 9:15 am and setup our equipment and spoke with the foreman about the areas
that needed testing. We were able to do some testing on the office pad. We were able to take 3 passing tests.
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92BCE8A2-4B2C-440D-88FF-D7650770B9EF 2
While we were testing that area the crew was laying the material in the other section. One of the crew members
needed to fill the water truck, so we were delayed about 30 minutes. Once the truck was filled, they were able to
water the material and begin rolling. They worked the material for another 15-20 minutes.
When completed we were able to take another test which also passed. Once our testing was completed we spoke
with the foreman about future portions of the job. We returned to the vehicle and began filling out our report.
Tested By:
M.Mansfield
Signature:
Reviewed By:
E. Vail
Signature:
Date:
04/19/2023
Inspection Images:
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476E3C10-7832-454D-952F-628E650325A6 1
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
Client:
Bateman-Hall
Date:
05/04/2023
Time Start:
12:30 PM
Time End:
02:00 PM
Instrument ID
78653
Daily Standardization:
MS:
651
DS:
2491
Current Weather Conditions:
Overcast
Ambient Temperature (°F):
66
Wind:
5-15 mph
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Building B
Gridline: J-5
Top of
subbase
BS 138.1 131.6 5.0 134.8
Material Type
Pit Run
(Edstrom's)
98
2 Building B
Gridline: E-5
Top of
subbase
BS 137.9 129.4 6.6 134.8
Material Type
Pit Run
(Edstrom's)
96
3 Building B
Gridline: H-4
Top of
subbase
BS 137.5 129.3 6.3 134.8
Material Type
Pit Run
(Edstrom's)
96
6 Building B
Gridline: F-2
Top of
subbase
BS 135.7 131.1 3.6 134.8
Material Type
Pit Run
(Edstrom's)
97
7 Building B
Gridline: C-2
Top of
subbase
BS 134.8 128.1 5.3 134.8
Material Type
Pit Run
95
File Name:
22247D05042023BC
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476E3C10-7832-454D-952F-628E650325A6 2
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
(Edstrom's)
Observations/Remarks:
I arrived on site around 12:55 pm. I got out of my vehicle, and began to standardize my gauge. Once it passed
the standardization I input the correct proctor number for the material. I observed the contractor use a large CAT
tire roller for compaction. They were also using a small handheld plate compactor for the corners and
everywhere the roller couldn’t hit.
Tested By:
B. Choffin
Signature:
Reviewed By:
E. Vail
Signature:
Date:
05/09/2023
Inspection Images:
File Name:
22247D05042023BC
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File Name:
22247D05042023BC
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File Name:
22247D05042023BC
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File Name:
22247D05042023BC
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File Name:
22247D05092023BC
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251F2D20-7DB0-4B06-898E-08A3FA9D253A 1
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:
05/09/2023
Time Start:
08:15 AM
Time End:
10:15 AM
Instrument ID
78653
Daily Standardization:
MS:
653
DS:
2491
Current Weather Conditions:
Drizzle
Ambient Temperature (°F):
39
Wind:
5-15 mph
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Building B
Gridline: J-5
Top of
base
BS 133.7 129.3 3.4 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
99
2 Building B
Gridline: F-5
Top of
base
BS 129.7 123.9 4.7 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
95
3 Building B
Gridline: B-5
Top of
base
BS 138.0 129.8 6.3 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
99
4 Building B
Gridline: B-4
Top of
base
BS 132.9 124.9 6.4 130.8
Material Type
3/4" Base
(Edstrom
95
File Name:
22247D05092023BC
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251F2D20-7DB0-4B06-898E-08A3FA9D253A 2
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
Thorton Pit)
5 Building B
Gridline: F-4
Top of
base
BS 134.5 127.0 5.9 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
97
6 Building B
Gridline: J-4
Top of
base
BS 130.7 125.2 4.4 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
96
7 Building B
Gridline: J-2
Top of
base
BS 131.7 126.9 3.8 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
97
8 Building B
Gridline: F-2
Top of
base
BS 133.7 126.6 5.6 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
97
9 Building B
Gridline: B-2
Top of
base
BS 130.6 124.2 5.1 130.8
Material Type
3/4" Base
(Edstrom
Thorton Pit)
95
Observations/Remarks:
I arrived on site around 8:30 am. I immediately got my gauge out of the case to let it warm up. I walked inside
of the building and observed that they only had a skid loader inside leveling the far west side (Gridlines J-1/2
through B-1/2) of the building. After my gauge warmed up, I standardized my gauge on the material to be
tested today.
I spoke with the employee who was running the skid loader and he let me know that he was going to be rolling
the area they were working on again. After the area was rolled, I was able to obtain passing shots and I reported
those results back to Jerome Bowen.
Tested By:
B. Choffin
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
22247D05092023BC
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251F2D20-7DB0-4B06-898E-08A3FA9D253A 3
Date:
05/11/2023
Inspection Images:
File Name:
22247D05092023BC
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251F2D20-7DB0-4B06-898E-08A3FA9D253A 4
File Name:
22247D05092023BC
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File Name:
22247D05092023BC
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