HomeMy WebLinkAboutCONCRETE FIELD TESTS - 22-00694 - U-Haul Bldg B - New CommercialFile Name:
22247D10022022CH
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803D04E7-6113-4B9F-9A25-2205675450BB 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:
10/03/2022
Time End:
09:45 AM
Time Start:
07:45 AM
Daily Standardization:
MS:
651
DS:
2628
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Middle of west
end of pad
1st lift of
pitrun
8 138.2 133.3 3.7 138.5
Material Type
Pit Run
96
2 100 feet east of
northwest
corner of pad
1st lift of
pitrun
12 138.6 133.6 3.7 138.5
Material Type
Pit Run
96
3 200 feet east of
southwest
corner of pad
1st lift of
pitrun
12 139.8 135.5 3.2 138.5
Material Type
Pit Run
98
4 300 feet east of
northwest
corner of pad
1st lift of
pitrun
12 135.1 130.9 3.2 138.5
Material Type
Pit Run
95
5 Middle of pad 1st lift of
pitrun
10 138.6 133.3 4.0 138.5
Material Type
Pit Run
96
6 300 feet west
of southeast
corner of pad
1st lift of
pitrun
10 136.5 132.4 3.1 138.5
Material Type
Pit Run
96
7 200 feet west
of northeast
corner of pad
1st lift of
pitrun
12 141.8 135.9 4.4 138.5
Material Type
Pit Run
98
8 100 feet west
of southeast
1st lift of
pitrun
10 142.1 135.5 4.9 138.5
Material Type
98
File Name:
22247D10022022CH
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803D04E7-6113-4B9F-9A25-2205675450BB 2
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
corner of pad Pit Run
9 Middle of east
end of pad
1st lift of
pitrun
12 140.7 133.9 5.0 138.5
Material Type
Pit Run
97
Observations/Remarks:
I arrived on site and spoke with the contractor who showed me what they wanted tested. I proceeded to test the
first left of pit run for the building pad. I took test approximately every 100 linear feet. I observed that the tests
were within general conformance to project guidelines and I reported my results to the contractor as I went. I
left the jobsite by 9:30 AM.
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/13/2022
Inspection Images:
File Name:
22247D10022022CH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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803D04E7-6113-4B9F-9A25-2205675450BB 3
File Name:
22247D10022022CH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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803D04E7-6113-4B9F-9A25-2205675450BB 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:
10/03/2022
Time End:
09:45 AM
Time Start:
07:45 AM
Daily Standardization:
MS:
651
DS:
2628
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Middle of west
end of pad
1st lift of
pitrun
8 138.2 133.3 3.7 138.5
Material Type
Pit Run
96
2 100 feet east of
northwest
corner of pad
1st lift of
pitrun
12 138.6 133.6 3.7 138.5
Material Type
Pit Run
96
3 200 feet east of
southwest
corner of pad
1st lift of
pitrun
12 139.8 135.5 3.2 138.5
Material Type
Pit Run
98
4 300 feet east of
northwest
corner of pad
1st lift of
pitrun
12 135.1 130.9 3.2 138.5
Material Type
Pit Run
95
5 Middle of pad 1st lift of
pitrun
10 138.6 133.3 4.0 138.5
Material Type
Pit Run
96
6 300 feet west
of southeast
corner of pad
1st lift of
pitrun
10 136.5 132.4 3.1 138.5
Material Type
Pit Run
96
7 200 feet west
of northeast
corner of pad
1st lift of
pitrun
12 141.8 135.9 4.4 138.5
Material Type
Pit Run
98
8 100 feet west
of southeast
1st lift of
pitrun
10 142.1 135.5 4.9 138.5
Material Type
98
File Name:
22247D10022022CH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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803D04E7-6113-4B9F-9A25-2205675450BB 2
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
corner of pad Pit Run
9 Middle of east
end of pad
1st lift of
pitrun
12 140.7 133.9 5.0 138.5
Material Type
Pit Run
97
Observations/Remarks:
I arrived on site and spoke with the contractor who showed me what they wanted tested. I proceeded to test the
first left of pit run for the building pad. I took test approximately every 100 linear feet. I observed that the tests
were within general conformance to project guidelines and I reported my results to the contractor as I went. I
left the jobsite by 9:30 AM.
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/13/2022
Inspection Images:
File Name:
22247D10022022CH
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.
803D04E7-6113-4B9F-9A25-2205675450BB 3
File Name:
22247D10042022CH
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69151D30-50B0-49A2-AF5A-1853F0F114B6 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:
10/04/2022
Time End:
04:45 PM
Time Start:
06:45 AM
Daily Standardization:
MS:
635
DS:
2628
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 South middle of
north side
Top of
4th lift
of pitrun
12 142.6 132.2 7.9 138.5
Material Type
Pit Run
95
2 West end of
north side
Top of
4th lift
of pitrun
12 142.6 138.1 3.2 138.5
Material Type
Pit Run
100
3 North middle of
north side
Top of
4th lift
of pitrun
12 141.2 133.6 5.7 138.5
Material Type
Pit Run
96
4 East end of
north side
Top of
4th lift
of pitrun
12 145.6 138.6 5.1 138.5
Material Type
Pit Run
100
5 Northwest side Top of
5th lift
of pitrun
12 140.8 134.4 4.8 138.5
Material Type
Pit Run
97
6 North middle Top of
5th lift
of pitrun
10 142.2 134.4 5.8 138.5
Material Type
Pit Run
97
7 Northeast side Top of
5th lift
of pitrun
12 142.0 136.1 4.3 138.5
Material Type
Pit Run
98
8 Southeast side Top of
5th lift
12 142.8 136.9 4.4 138.5
Material Type
99
File Name:
22247D10042022CH
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69151D30-50B0-49A2-AF5A-1853F0F114B6 2
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
of pitrun Pit Run
9 South middle Top of
5th lift
of pitrun
10 140.1 130.9 7.0 138.5
Material Type
Pit Run
95
10 Southwest side Top of
5th lift
of pitrun
8 140.5 132.4 6.1 138.5
Material Type
Pit Run
96
Observations/Remarks:
I arrived on site and began observations on the north portion of the 4th lift of pitrun. I took a test approximately
every 100 linear feet. I observed that the tests were within general conformance to project guidelines. I reported
my results to the contractor and left the jobsite by 8:00 AM. I returned at 3:00 PM to test the 5th lift I took a
test approximately every 100 linear feet and observed that the tests were within general conformance to project
guidelines. I reported my results to the contractor and left the jobsite by 4:45 PM.
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/13/2022
Inspection Images:
File Name:
22247D10042022CH
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.
69151D30-50B0-49A2-AF5A-1853F0F114B6 3
File Name:
22247D10052022CH
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.
8A709758-EC39-4026-8377-0A700B522929 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:
10/05/2022
Time End:
01:45 PM
Time Start:
12:30 PM
Daily Standardization:
MS:
645
DS:
2611
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Northeast
corner
Top of
6th lift
12 142.1 133.5 6.5 138.5
Material Type
Pit Run
96
2 Southeast
corner
Top of
6th lift
12 139.1 130.9 5.6 138.5
Material Type
Pit Run
95
3 North middle Top of
6th lift
12 145.1 137.2 5.8 138.5
Material Type
Pit Run
99
4 South middle Top of
6th lift
12 137.5 130.9 5.1 138.5
Material Type
Pit Run
95
5 Northwest
corner
Top of
6th lift
12 147.7 138.5 6.6 138.5
Material Type
Pit Run
100
6 Southwest
corner
Top of
6th lift
12 140.3 132.8 5.7 138.5
Material Type
Pit Run
96
Observations/Remarks:
I arrived on site and begin observations on the pit run for the 6th lift of the building pad. I took tests in each
section of the pad approximately every 100 linear feet apart. I observed that the tests were within general
conformance to project guidelines and I reported my results to the contractor. I left the jobsite by 1:30 PM.
File Name:
22247D10052022CH
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.
8A709758-EC39-4026-8377-0A700B522929 2
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/13/2022
Inspection Images:
File Name:
22247D10062022CH
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.
61C517DB-CA81-4FC9-A7F8-D9EB78C85AF5 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:
10/06/2022
Time End:
01:15 PM
Time Start:
11:00 AM
Daily Standardization:
MS:
528
DS:
1649
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Northeast
corner
Top of
7th lift
12 148.0 139.2 6.3 138.5
Material Type
Pit Run
101
2 North middle Top of
7th lift
12 146.5 138.0 7.0 138.5
Material Type
Pit Run
100
3 Northwest
corner
Top of
7th lift
12 145.2 136.3 6.0 138.5
Material Type
Pit Run
98
Observations/Remarks:
I arrived on site and began observations on the Seventh left of pit run on the north side of the building pad. I
performed several tests, one every 100 linear feet. I observed that the tests were within general conformance to
project guidelines and I reported my results to contractor.
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
22247D10062022CH
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.
61C517DB-CA81-4FC9-A7F8-D9EB78C85AF5 2
Date:
10/13/2022
Inspection Images:
File Name:
22247D10072022CH
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.
C548422D-DB59-425A-A841-41922382B8A9 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:
10/07/2022
Time End:
04:00 PM
Time Start:
02:00 PM
Daily Standardization:
MS:
520
DS:
1651
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Northeast 2 feet
below
finished
grade
12 139.5 132.0 5.7 138.5
Material Type
Pit Run
95
2 South middle 2 feet
below
finished
grade
12 146.3 138.1 6.0 138.5
Material Type
Pit Run
100
3 Northwest 2 feet
below
finished
grade
12 144.4 135.7 6.4 138.5
Material Type
Pit Run
98
Observations/Remarks:
I arrived on site and began observations on the pitrun for the building pad. I took tests every 100 linear feet of
area that was ready to be tested. I observed the test were within general conformance to project guidelines and
I reported my results to the contractor.
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
22247D10072022CH
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.
C548422D-DB59-425A-A841-41922382B8A9 2
Date:
10/13/2022
Inspection Images:
File Name:
22247D10102022CH
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
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D0E5F850-1989-423A-9B13-460E3964611E 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:
10/10/2022
Time End:
04:30 PM
Time Start:
03:00 PM
Daily Standardization:
MS:
518
DS:
1663
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 South east Top of
sub base
12 143.8 132.6 8.4 138.5
Material Type
Pit Run
96
2 South middle Top of
sub base
12 144.8 136.4 9.2 138.5
Material Type
Pit Run
98
3 South west Top of
sub base
12 144.3 131.7 9.6 138.5
Material Type
Pit Run
95
Observations/Remarks:
I arrived on site and spoke with the contractor who showed me that he wanted me to test the southern half of
the building pad. I tested the second to last lift of imported pit run material. I tested approximately every 100
linear feet and observed that the results of the test were within general conformance to project guidelines. I
reported my results to contractor and left the job site.
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
File Name:
22247D10102022CH
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.
D0E5F850-1989-423A-9B13-460E3964611E 2
Date:
10/13/2022
Inspection Images:
File Name:
22247D10112022CH
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.
BA45B521-7ACC-4C46-B0EF-DB9D65F5E236 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:
10/11/2022
Time End:
05:30 PM
Time Start:
03:45 PM
Daily Standardization:
MS:
527
DS:
1656
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Southeast Top of
sub base
12 141.1 130.9 7.8 138.5
Material Type
Pit Run
95
2 South middle Top of
sub base
12 144.7 134.4 7.6 138.5
Material Type
Pit Run
97
3 Southwest Top of
sub base
12 144.1 133.8 7.7 138.5
Material Type
Pit Run
97
4 Northeast Top of
sub base
12 145.6 135.8 7.2 138.5
Material Type
Pit Run
98
5 North middle Top of
sub base
12 143.8 133.4 6.9 138.5
Material Type
Pit Run
96
6 Northwest Top of
sub base
12 146.8 136.1 8.1 138.5
Material Type
Pit Run
98
Observations/Remarks:
I arrived on site and began observations on the final list of pitrun for the building pad. I took tests approximately
every 100 linear feet. I observed that the test werewithin general conformance to project guidelines and I
reported my results to the contractor.
File Name:
22247D10112022CH
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.
BA45B521-7ACC-4C46-B0EF-DB9D65F5E236 2
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/13/2022
Inspection Images:
File Name:
22247D10112022CH
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.
BA45B521-7ACC-4C46-B0EF-DB9D65F5E236 3
File Name:
22247D10132022CH
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
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9F74E9F2-324A-4FAB-B554-4002442E9110 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:
10/13/2022
Time End:
10:30 AM
Time Start:
07:45 AM
Daily Standardization:
MS:
530
DS:
1660
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Northwest end
of north east
pad
2 lift of
pit run
12 141.2 131.9 9.5 138.5
Material Type
Pit Run
95
2 Middle of north
east section
2 lift of
pit run
12 142.4 132.7 7.4 138.5
Material Type
Pit Run
96
3 South west
end of north
east pad
2 lift of
pit run
12 142.1 131.4 7.2 138.5
Material Type
Pit Run
95
4 South east
corner of south
building pad
Top of
sub base
12 140.6 131.0 6.9 138.5
Material Type
Pit Run
95
Observations/Remarks:
I arrived on site and began observations on the Second lift of pit run on the north east pad. I took Tess
approximately every 100 linear feet and observed that the test were within general conformist a project
guidelines. I will put in my results to the contractor and took a sample of slightly different material back to the
lab to run tests on.
Tested By:
C Hammar
Reviewed By:
E. Vail
File Name:
22247D10132022CH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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9F74E9F2-324A-4FAB-B554-4002442E9110 2
Signature:Signature:
Date:
10/13/2022
Inspection Images:
File Name:
22247D10172022CH
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
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19BED570-CEA8-41DF-B2D7-762C16920A2E 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:
10/17/2022
Time End:
10:00 AM
Time Start:
08:00 AM
Daily Standardization:
MS:
529
DS:
1649
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Southwest
corner of
Northeast pad
2 lift of
pit run
12 141.6 133.5 6.1 138.5
Material Type
Pit Run
96
2 Northeast
corner of north
east pad
2 lift of
pit run
12 139.3 131.8 5.7 138.5
Material Type
Pit Run
95
3 Southeast
corner of
northeast pad
2 lift of
pit run
12 138.6 131.2 6.0 138.5
Material Type
Pit Run
95
4 Northwest
corner of
northeast pad
2 lift of
pit run
12 144.4 136.3 5.9 138.5
Material Type
Pit Run
98
5 Middle of
northeast pad
2 lift of
pit run
12 139.3 131.5 5.9 138.5
Material Type
Pit Run
95
Observations/Remarks:
I arrived on site and began observations on the second list of pet run on the northeast pad. I took the test
approximately every 100 linear feet. I observed that the test were within general conformance to project
guidelines and I reported my results to the contractor.
File Name:
22247D10172022CH
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.
19BED570-CEA8-41DF-B2D7-762C16920A2E 2
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/23/2022
Inspection Images:
File Name:
22247D10172022CH
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.
19BED570-CEA8-41DF-B2D7-762C16920A2E 3
File Name:
22247D10192022CH
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.
0E9C0089-9EB8-4AEC-B085-CEE9FD80F566 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:
10/19/2022
Time End:
06:00 PM
Time Start:
04:00 PM
Daily Standardization:
MS:
653
DS:
2659
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Southwest
corner of
northeastern
pad
Top of
second
to last lift
12 140.9 128.8 9.5 134.5
Material Type
Pit Run
96
2 Northwest
corner of
northeastern
pad
Top of
second
to last lift
12 140.0 127.4 9.2 134.5
Material Type
Pit Run
95
3 Southeast
corner of
northeastern
pad
Top of
second
to last lift
12 142.6 131.2 10.7 138.5
Material Type
Pit Run
95
4 Northeast
corner of
northeastern
pad
Top of
second
to last lift
12 143.2 131.8 11.1 134.5
Material Type
Pit Run
98
Observations/Remarks:
I arrived on site and began observations on the second to last lift of pit run. I performed multiple tests, one
approximately every 100 linear feet. I observed that the results of the compaction testing were within general
conformance to project guidelines and I reported my results to contractor.
File Name:
22247D10192022CH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
0E9C0089-9EB8-4AEC-B085-CEE9FD80F566 2
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/23/2022
Inspection Images:
File Name:
22247D10242022CH
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.
C8F3504A-D160-43E7-A69C-62CB68353F2C 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:
10/24/2022
Time End:
11:00 AM
Time Start:
08:00 AM
Daily Standardization:
MS:
647
DS:
2569
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Southwest
corner of
building B
Top of
sub base
12 142.3 132.8 7.1 134.5
Material Type
Pit Run
99
2 Northwest
corner of
building B
Top of
sub base
12 142.5 133.0 7.1 134.5
Material Type
Pit Run
99
3 Northeast
corner of
building B
Top of
sub base
12 138.6 129.3 7.2 134.5
Material Type
Pit Run
96
4 Middle of
building B
Top of
sub base
12 139.0 128.3 8.4 134.5
Material Type
Pit Run
95
5 Southeast
corner of
building B
Top of
sub base
12 134.5 128.1 5.0 134.5
Material Type
Pit Run
95
6 Sewer line in
front of building
A
1’ below
top of
sub
grade
12 133.4 127.6 6.5 134.5
Material Type
Pit Run
95
Observations/Remarks:
I arrived on site and began observations on the final lift of pit run for the entirety of building B. I proceeded to
take tests for density and compaction approximately every 100 linear feet. I observed that the results of the test
File Name:
22247D10242022CH
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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C8F3504A-D160-43E7-A69C-62CB68353F2C 2
were within general conformance to project guidelines and I reported my results to the contractor. The
contractor also asked if I could test the density above the sewer line in front of building A. I proceeded to take
one test and observed that the results of the test for within general conformance to project guidelines. There
were a few test that did not pass and I let the contractor know and told them to roll over the sewer line once
again.
Tested By:
C Hammar
Signature:
Reviewed By:
E. Vail
Signature:
Date:
10/25/2022
Inspection Images:
File Name:
22247D10242022CH
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.
C8F3504A-D160-43E7-A69C-62CB68353F2C 3