HomeMy WebLinkAboutAGGREGATE DENSITY - 23-00170 - Rexburg 10th Ward LDS MeetinghousePRIVILEGED 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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ECD24A1E-A9F3-481C-96D9-9A3F5A5401D6 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D04232024LS
In Place Density of Soils ASTM D2922 & D3017
Date:
04/23/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
07:30 AM
Contractor:
Hill and Sons Excavation
Total Time on Project:
7 hours
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
78653
MS:
644
Ambient Temperature (°F):
41
DS:
2416
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 East Water
road
crossing
1st lift 8 Pit Run 131.0 126.7 3.4 127.9 99 Pass
2 East Water
Road
Crossing,
center of
road
2nd lift 6 Pit Run 128.2 123.0 4.2 127.9 96 Pass
3 East Water
Road
Crossing,
center of
road
3rd Lift 6 Pit Run 129.4 122.8 5.4 127.9 96 Pass
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.
ECD24A1E-A9F3-481C-96D9-9A3F5A5401D6 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
4 East road
water
crossing
4th lift 6 Pit Run 130.5 123.1 6.0 127.9 96 Pass
5 Central
Water Road
Crossing
1st lift 6 Pit Run 131.3 125.6 4.6 127.9 98 Pass
6 Central
Water Road
Crossing
2nd lift 6 Pit Run 126.9 120.9 5.0 127.9 95 Pass
7 Central
Water Road
Crossing
3rd lift 6 Pit Run 126.8 122.4 3.6 127.9 96 Pass
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
52444.00
Tested By:
Leland Steiner
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
I arrived on site and began testing for compaction on the waterlines in the road. I tested each lift, confirming
that each one was compacted to meet required specifications. Once I tested all pit run lifts for both the eastern
and central water crossings, I loaded my great into my truck and left the job site.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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.
ECD24A1E-A9F3-481C-96D9-9A3F5A5401D6 3
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.
ECD24A1E-A9F3-481C-96D9-9A3F5A5401D6 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D04232024LS
In Place Density of Soils ASTM D2922 & D3017
Date:
04/23/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
07:30 AM
Contractor:
Hill and Sons Excavation
Total Time on Project:
7 hours
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
78653
MS:
644
Ambient Temperature (°F):
41
DS:
2416
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 East Water
road
crossing
1st lift 8 Pit Run 131.0 126.7 3.4 127.9 99 Pass
2 East Water
Road
Crossing,
center of
road
2nd lift 6 Pit Run 128.2 123.0 4.2 127.9 96 Pass
3 East Water
Road
Crossing,
center of
road
3rd Lift 6 Pit Run 129.4 122.8 5.4 127.9 96 Pass
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.
ECD24A1E-A9F3-481C-96D9-9A3F5A5401D6 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
4 East road
water
crossing
4th lift 6 Pit Run 130.5 123.1 6.0 127.9 96 Pass
5 Central
Water Road
Crossing
1st lift 6 Pit Run 131.3 125.6 4.6 127.9 98 Pass
6 Central
Water Road
Crossing
2nd lift 6 Pit Run 126.9 120.9 5.0 127.9 95 Pass
7 Central
Water Road
Crossing
3rd lift 6 Pit Run 126.8 122.4 3.6 127.9 96 Pass
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
52444.00
Tested By:
Leland Steiner
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
I arrived on site and began testing for compaction on the waterlines in the road. I tested each lift, confirming
that each one was compacted to meet required specifications. Once I tested all pit run lifts for both the eastern
and central water crossings, I loaded my great into my truck and left the job site.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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.
ECD24A1E-A9F3-481C-96D9-9A3F5A5401D6 3
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.
ED96BB3F-F10E-4E4F-ADA8-62977B5BB1B6 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D04262024LS
In Place Density of Soils ASTM D2922 & D3017
Date:
04/26/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
09:00 AM
Contractor:
Hill and Sons Excavation
Total Time on Project:
9 hours
Current Weather Conditions:
Drizzle
Wind:
5-15 mph
Instrument ID
78653
MS:
649
Ambient Temperature (°F):
45
DS:
2460
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 Western
road water
crossing,
25ft south
of manhole
1st lift 8 Pit Run 127.7 120.9 5.7 127.9 95 Pass
2 Western
road water
crossing,
center of
road
2nd lift 6 Pit Run 131.8 125.7 4.8 127.9 98 Pass
3 Western
road water
crossing,
3rd lift 6 Pit Run 132.7 124.0 7.0 127.9 97 Pass
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.
ED96BB3F-F10E-4E4F-ADA8-62977B5BB1B6 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
25ft south
of manhole
4 Western
water road
crossing,
20ft south
of manhole
4th lift 6 Pit Run 129.4 123.7 4.7 127.9 97 Pass
5 Western
road water
crossing,
center of
road
5th lift 6 Pit Run 129.2 123.8 4.4 127.9 97 Pass
6 Western
road water
crossing,
15ft north
of southern
manhole
Top of
grade
6 Pit Run 129.4 122.5 5.7 127.9 96 Pass
7 Western
road water
crossing,
20ft south
of edge of
road, in line
with
manhole
Top of
grade
6 3/4" Base 132.4 127.0 4.3 130.0 98 Pass
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
52727.00
Tested By:
Leland Steiner
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
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.
ED96BB3F-F10E-4E4F-ADA8-62977B5BB1B6 3
Observations/Remarks:
I arrived at the job site and began inspecting the backfilling and compaction of the remaining water crossing
within the road. After my field tests where complete for the project, I loaded my gear into my truck and left the
job site
Reviewed By:
E. Vail
Signature:
Inspection Images:
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.
ED96BB3F-F10E-4E4F-ADA8-62977B5BB1B6 4
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.
ED96BB3F-F10E-4E4F-ADA8-62977B5BB1B6 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D04262024LS
In Place Density of Soils ASTM D2922 & D3017
Date:
04/26/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
09:00 AM
Contractor:
Hill and Sons Excavation
Total Time on Project:
9 hours
Current Weather Conditions:
Drizzle
Wind:
5-15 mph
Instrument ID
78653
MS:
649
Ambient Temperature (°F):
45
DS:
2460
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 Western
road water
crossing,
25ft south
of manhole
1st lift 8 Pit Run 127.7 120.9 5.7 127.9 95 Pass
2 Western
road water
crossing,
center of
road
2nd lift 6 Pit Run 131.8 125.7 4.8 127.9 98 Pass
3 Western
road water
crossing,
3rd lift 6 Pit Run 132.7 124.0 7.0 127.9 97 Pass
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.
ED96BB3F-F10E-4E4F-ADA8-62977B5BB1B6 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
25ft south
of manhole
4 Western
water road
crossing,
20ft south
of manhole
4th lift 6 Pit Run 129.4 123.7 4.7 127.9 97 Pass
5 Western
road water
crossing,
center of
road
5th lift 6 Pit Run 129.2 123.8 4.4 127.9 97 Pass
6 Western
road water
crossing,
15ft north
of southern
manhole
Top of
grade
6 Pit Run 129.4 122.5 5.7 127.9 96 Pass
7 Western
road water
crossing,
20ft south
of edge of
road, in line
with
manhole
Top of
grade
6 3/4" Base 132.4 127.0 4.3 130.0 98 Pass
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
52727.00
Tested By:
Leland Steiner
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
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.
ED96BB3F-F10E-4E4F-ADA8-62977B5BB1B6 3
Observations/Remarks:
I arrived at the job site and began inspecting the backfilling and compaction of the remaining water crossing
within the road. After my field tests where complete for the project, I loaded my gear into my truck and left the
job site
Reviewed By:
E. Vail
Signature:
Inspection Images:
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.
ED96BB3F-F10E-4E4F-ADA8-62977B5BB1B6 4
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.
48B83F0C-F41D-4566-9420-F6A070E39970 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D05142024LS
In Place Density of Soils ASTM D2922 & D3017
Date:
05/14/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
08:00 AM
Contractor:
Hill and Son Excavation
Total Time on Project:
9 hours
Current Weather Conditions:
Rain
Wind:
Calm
Instrument ID
78653
MS:
655
Ambient Temperature (°F):
53
DS:
2461
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 East parking
lot, 15ft
east of
souther
gutter, 2ft
south of
southern
gutter
2nd lift 6 Pit Run 129.8 124.8 4.0 127.9 98 Pass
2 East parking
lot, 15ft
east from
northern
gutter, 3ft
2nd lift 6 Pit Run 132.3 126.7 4.8 127.9 99 Pass
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.
48B83F0C-F41D-4566-9420-F6A070E39970 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
south of
same gutter
3 East parking
lot, 15ft
west of
northern
gutter, 3ft
north of
same gutter
2nd lift 6 Pit Run 132.9 125.9 5.6 127.9 98 Pass
4 East parking
lot, 25ft
north of
southern
edge of
building,
50ft east
from
eastern side
of building
2nd lift 6 Pit Run 128.0 122.8 4.2 127.9 96 Pass
5 East parking
lot, 15ft
east from
building, in
line with
southern
wall of
building
2nd lift 6 Pit Run 127.6 121.1 5.4 127.9 95 Pass
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
53979.00
Tested By:
Leland Steiner
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
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.
48B83F0C-F41D-4566-9420-F6A070E39970 3
Observations/Remarks:
I arrived on site at around 8:00am and set up to perform my field tests. I observed the placement and
compaction of the dirt there on site and tested when the contractor was ready for me. I left the job site at
around 4:30pm to head to another appointment.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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.
B9A932C0-866B-4C2D-9EAE-9B8AB25EE18A 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D06052024LS
In Place Density of Soils ASTM D2922 & D3017
Date:
06/05/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
01:30 PM
Contractor:
Hill and Son Excavation
Total Time on Project:
3 hours
Current Weather Conditions:
Partly Cloudy
Wind:
5-15 mph
Instrument ID
76562
MS:
684
Ambient Temperature (°F):
82
DS:
2559
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 Under curb
on north
side of east
parking lot,
15ft west
from
eastern
most curb
line of
parking lot
Top of
grade
4 3/4" Base 126.1 123.4 2.3 130.0 95 Pass
2 3/4 base
under curb
in center of
Top of
grade
4 3/4" Base 125.4 123.1 2.0 130.0 95 Pass
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.
B9A932C0-866B-4C2D-9EAE-9B8AB25EE18A 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
parking lot,
north side
of center
curb, 15ft
south from
north edge
of central
curbing, 2ft
east
3 South east
corner of
parking lot,
20ft north
of southern
edge, 20ft
west from
eastern curb
Top of
grade
(2nd
lift)
6 Pit Run 132.0 128.5 2.7 127.9 100 Pass
Field Technician Information
Truck
JARVIS
Mileage from Lab to Project (One Way)
9
Total Mileage
45824.00
Tested By:
Leland Steiner
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
I arrived on site at around 2:45pm and spoke with Dallas with Headwaters. I confirmed where I need to be with
him as well as with the contractor and began my field compaction testing. After my testing, result were relayed
to the contractor and I left the job site.
Reviewed By:
E. Vail
Signature:
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.
B9A932C0-866B-4C2D-9EAE-9B8AB25EE18A 3
Inspection Images:
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.
B9A932C0-866B-4C2D-9EAE-9B8AB25EE18A 4
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.
BC988821-9BD1-4F02-9009-253A2F2DE47C 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D06132024MJV
In Place Density of Soils ASTM D2922 & D3017
Date:
06/13/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
03:00 PM
Contractor:
HSE Hill and Son Excavation
Total Time on Project:
2 hours
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
5286
MS:
689
Ambient Temperature (°F):
91
DS:
2149
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 Parking lot,
40’ west by
15’ south of
NW corner
of Stake
Center
2’
below
FG
BS Pit Run 133.6 125.7 6.3 127.9 98 Pass
2 Parking lot,
30’ west by
25’ south of
NW corner
of Stake
Center
2’
below
FG
BS Pit Run 128.4 122.1 6.0 127.9 95 Pass
3 Parking lot, 3’ BS Pit Run 128.1 121.5 5.4 127.9 95 Pass
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.
BC988821-9BD1-4F02-9009-253A2F2DE47C 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
50’ west by
35’ south of
NW corner
of Stake
Center
below
FG
4 Parking lot,
35’ west by
15’ north of
SW corner
of Stake
Center
2’
below
FG
BS Pit Run 136.2 127.1 4.7 127.9 99 Pass
5 Parking lot,
20’ west by
5’ north of
SW corner
of Stake
Center
2’
below
FG
BS Pit Run 135.2 129.2 4.6 127.9 101 Pass
6 Parking lot,
45’ west by
30’ north of
SW corner
of Stake
Center
3’
below
FG
BS Pit Run 136.1 127.8 6.5 127.9 100 Pass
Field Technician Information
Truck
THANOS
Mileage from Lab to Project (One Way)
9
Total Mileage
51562.00
Tested By:
Matthew Valinotti
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
Arrived at job site and met with Chad with HSE. Observed as trucks came in with pit run and unloaded the
material onto the parking lot site. A dozer was used to distribute the material to reach specific lifts. Then a large,
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BC988821-9BD1-4F02-9009-253A2F2DE47C 3
single drum roller made several passes over each lift. Between each pass, a water truck would periodically
disperse water for pit run to meet optimum moisture and compact and consolidate more efficiently when the
roller would make its pass. Used a nuclear gauge to take multiple shots at different lifts and relayed passing
results to Chad with HSE. Cleaned equipment and left job site.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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BC988821-9BD1-4F02-9009-253A2F2DE47C 4
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35ADA182-C0CF-40B0-AA39-72E8642F173B 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D06172024MJV
In Place Density of Soils ASTM D2922 & D3017
Date:
06/17/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
01:30 PM
Contractor:
HSE Hill and Son Excavation
Total Time on Project:
2 hours
Current Weather Conditions:
Overcast
Wind:
5-15 mph
Instrument ID
5286
MS:
700
Ambient Temperature (°F):
57
DS:
2130
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 30’ west by
60’ south of
NW corner of
Stake
Center
Building
1’
below
FG
BS Pit Run 131.3 125.1 4.9 127.9 98 Pass
2 20’ west by
85’ south of
NW corner of
Stake
Center
Building
1’
below
FG
BS Pit Run 127.8 125.2 2.0 127.9 98 Pass
3 70’ west by 1’ BS Pit Run 126.8 122.0 4.0 127.9 95 Pass
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35ADA182-C0CF-40B0-AA39-72E8642F173B 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
25’ south of
NW corner of
Stake
Center
Building
below
FG
4 70’ west by
50’ south of
NW corner of
Stake
Center
Building
1’
below
FG
BS Pit Run 136.1 130.2 4.6 127.9 102 Pass
5 60’ west by
20’ north of
SW corner of
Stake
Center
Building
1’
below
FG
BS Pit Run 126.3 122.8 2.9 127.9 96 Pass
6 50’ west by
50’ south of
NW corner of
Stake
Center
Building
1’
below
FG
BS Pit Run 132.4 126.3 4.8 127.9 99 Pass
Field Technician Information
Truck
THANOS
Mileage from Lab to Project (One Way)
9
Total Mileage
51638.00
Tested By:
Matthew Valinotti
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
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35ADA182-C0CF-40B0-AA39-72E8642F173B 3
Arrived at job site at 1:30pm, and met with Cordell with HSE. Confirmed location that needed compaction
testing. Used nuclear gauge to take several shots of last lift of the parking lot (1’ FG). Relayed passing results to
the HSE team.
Observed as last lift was rolled by a Ingersollrand SD100 large, single drum roller.
Cleaned equipment and left job site.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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35ADA182-C0CF-40B0-AA39-72E8642F173B 4
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171D9E6E-D076-40E4-901C-0D6A9A89E4BC 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D07102024BB
In Place Density of Soils ASTM D2922 & D3017
Date:
07/10/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
07:00 AM
Contractor:
Hill & Son’s Excavation
Total Time on Project:
2
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
76560
MS:
618
Ambient Temperature (°F):
62
DS:
2348
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 Married
Student
Second
Stake
Center
sidewalk on
east side of
building
approximately
40’ south of
the north
end.
Top of
base
under
sidewalk.
4 3/4" Base 124.6 123.1 1.2 130.0 95 Pass
2 Married Top of 4 3/4" Base 125.5 124.3 1.7 130.0 96 Pass
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171D9E6E-D076-40E4-901C-0D6A9A89E4BC 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
Student
Second
Stake
Center
sidewalk on
east side of
building
approximately
85’ south of
the north
end.
base
under
sidewalk.
Field Technician Information
Truck
PUNISHER
Mileage from Lab to Project (One Way)
9
Total Mileage
64928.00
Tested By:
Ben E Ball
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
Arrived on site at 7:20 AM. Alpha Concrete Construction was preparing to pour approximately 130 feet of
sidewalk. Before I could get my gauge out, they started pouring. I managed to take two tests in front of the
concrete, both of which passed.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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171D9E6E-D076-40E4-901C-0D6A9A89E4BC 3
File Name:
23255D08032023MH
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0F4F7897-86F1-4D12-B099-DF1A9605FD82 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
In Place Density of Soils ASTM D2922 & D3017
Project Number:
23-255
Project Name:
Married Student Second Stake
Contractor:
Headwaters Construction
Client:
The Church of Jesus Christ of Latter-day Saints
Date:
08/03/2023
Time Start:
01:15 PM
Total Time on Project:
2 hours
Instrument ID
76562
Daily Standardization:
MS:
679
DS:
2664
Current Weather Conditions:
Overcast
Ambient Temperature (°F):
70
Wind:
Calm
Details
Test #:Location:Elevation: Depth:Wet:Dry:% M:Proctor #:% Proctor:Pass Fail
1 Southeast
corner of
building
foundation
Top of
Subbase
BS 128.2 121.7 5.1 127.9
Material Type
Pit Run
95
2 Northeast
corner of
building
foundation
Top of
Subbase
BS 130.5 124.8 4.6 127.9
Material Type
Pit Run
98
3 Northwest
corner of
building
foundation
Top of
Subbase
BS 128.4 122.2 5.1 127.9
Material Type
Pit Run
96
4 Center of
building
foundation
Top of
Subbase
BS 134.3 129.4 3.7 127.9
Material Type
Pit Run
101
5 Southwest
corner of
building
foundation
Top of
Subbase
BS 130.6 124.1 5.2 127.9
Material Type
Pit Run
97
File Name:
23255D08032023MH
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0F4F7897-86F1-4D12-B099-DF1A9605FD82 2
Observations/Remarks:
I arrived on site at approximately 11:55 AM for a concrete placement at the same location. After completing my
concrete tests and cleaning my equipment, I began preparing my gauge for testing. I performed five density
tests on the aggregate at approximately 1:20 PM.
The tests I performed for this sample 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:
08/07/2023
Inspection Images:
File Name:
23255D08032023MH
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0F4F7897-86F1-4D12-B099-DF1A9605FD82 3
File Name:
23255D08032023MH
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0F4F7897-86F1-4D12-B099-DF1A9605FD82 4
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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19884116872ae642-1723039389226 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D08072024TH
In Place Density of Soils ASTM D2922 & D3017
Date:
08/07/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
07:30 AM
Contractor:
Headwaters Construction
Total Time on Project:
2 hrs
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
76562
MS:
677
Ambient Temperature (°F):
67
DS:
2759
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 S 5th W,
west ditch
along the
road. 40’ S
of University
Blvd.
12"
below
FG
8 Pit Run 134.7 130.2 3.5 127.9 102 Pass
2 S 5th W,
west ditch
along the
road. I00’ S
of University
Blvd.
12"
below
FG
8 Pit Run 133.6 129.5 3.2 127.9 101 Pass
3 S 5th W, 12" 8 Pit Run 124.9 121.5 2.8 127.9 95 Pass
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19884116872ae642-1723039389226 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
west ditch
along the
road. 120’ S
of University
Blvd.
below
FG
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
57331.00
Tested By:
Travis Hutmacher
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
Arrived on site and unpacked the gauge. Standardized while waiting for the contractor to show up. Spoke with
the contractor and determined where to take shots.
Took multiple passing shots and observed as a loader moved material. Observed an excavator loading large rock
into a dump truck. Communicated passing shots with the contractor and packed up.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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19884116872ae642-1723039389226 3
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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.
19884116872ae642-1723039389226 4
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.
19884116872ae642-1723039389226 5
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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DE45ABAA-BF5C-43E8-815D-3DFEAD03F803 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D08162023LS
In Place Density of Soils ASTM D2922 & D3017
Date:
08/16/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Total Time on Project:
2
Time Start:
03:15 PM
Contractor:
Hill and Sons
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
23916
MS:
625
Ambient Temperature (°F):
94
DS:
1685
Results
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 North west side of
inside building.
30ft from west
wall, 50ft from
north wall.
Top of
grade
4 133.2 128.4 5.6 127.9
Pit Run
100
2 North west side of
interior of
building, 10 ft
from west wall,
20ft from north
wall
Top of
grade
4 133.3 128.3 3.9 127.9
Pit Run
100
3 North east side of
interior of
building, 20ft
west from east
Top of
grade
4 133.7 127.8 4.7 127.9
Pit Run
100
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DE45ABAA-BF5C-43E8-815D-3DFEAD03F803 2
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
wall, 50ft south
from north wall
Field Technician Information
Tested By:
Leland Stiener
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
I arrived on site at around 3:00pm and began preparing my equipment for density testing on aggregate. I spoke
with the contractor and he requested shots taken on the north half of the interior of the building. The shots I was
able to take passed compaction and were within specs and regulations for the project.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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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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DE45ABAA-BF5C-43E8-815D-3DFEAD03F803 3
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.
19884116872ae642-1724277938178 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D08212024TH
In Place Density of Soils ASTM D2922 & D3017
Date:
08/21/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
04:00 PM
Contractor:
Headwaters Construction
Total Time on Project:
2hrs
Current Weather Conditions:
Sunny/Clear
Wind:
5-15 mph
Instrument ID
23916
MS:
631
Ambient Temperature (°F):
89
DS:
1957
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 West
parking lot/
Driveway
10' east of S
5th W
6"
below
FG
BS 3/4" Base 137.8 132.8 3.7 130.0 102 Pass
2 West
parking lot/
Driveway
15' East of
S 5th W
6"
below
FG
BS 3/4" Base 137.4 129.5 6.0 130.0 100 Pass
3 West
parking lot/
Driveway
6"
below
FG
BS 3/4" Base 134.4 131.2 2.3 130.0 101 Pass
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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.
19884116872ae642-1724277938178 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
30' East of
S 5th W
4 West
parking lot/
Driveway 8'
East of S
5th W
6"
below
FG
BS 3/4" Base 131.7 128.0 2.8 130.0 98 Pass
5 West
parking lot/
Driveway 4'
East of S
5th W
6"
below
FG
BS 3/4" Base 127.8 124.1 2.9 130.0 95 Pass
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
57910.00
Tested By:
Travis Hutmacher
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
Arrived on site and unpacked the gauge. Observed a grader spreading ¾ “ base material. Took 5 passing shots.
Communicated results to the contractor. Packed up gear.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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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.
19884116872ae642-1724277938178 3
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.
19884116872ae642-1724277938178 4
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.
19884116872ae642-1724277938178 5
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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19884116872ae642-1724277938178 6
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.
19884116872ae642-1724267069210 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D08212024TH
In Place Density of Soils ASTM D2922 & D3017
Date:
08/21/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
01:00 PM
Contractor:
Headwaters Construction
Total Time on Project:
2hrs
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
23916
MS:
631
Ambient Temperature (°F):
76
DS:
1957
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 West
parking lot/
Driveway,
Northside of
parking
spots. 90'
East of S
5th W.
8"
below
FG
BS 3/4" Base 130.1 127.3 2.2 130.0 98 Pass
2 West
parking lot/
Driveway,
Northside of
parking
8"
below
FG
BS 3/4" Base 130.6 127.9 2.1 130.0 98 Pass
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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19884116872ae642-1724267069210 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
spots. 25'
East of S
5th W.
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
57897.00
Tested By:
Travis Hutmacher
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
Arrived on site at 1:00 pm. Observed a grader smoothing ¾ base material. Spoke with the contractor and
determined where to take shots.
Took multiple passing shots and communicated results with the contractor. Packed up gear.
Reviewed By:
E. Vail
Signature:
Inspection Images:
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.
19884116872ae642-1724267069210 3
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.
19884116872ae642-1724267069210 4
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.
2533F2E5-C0FF-4CC2-8CA4-E1CC5433343B 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D08302023LS
In Place Density of Soils ASTM D2922 & D3017
Date:
08/30/2023
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Total Time on Project:
2
Time Start:
12:00 PM
Contractor:
Hill and Sons Excavation
Current Weather Conditions:
Sunny/Clear
Wind:
5-15 mph
Instrument ID
78653
MS:
655
Ambient Temperature (°F):
73
DS:
2505
Results
Details
Test
#:
Location:Elevation: Depth:Wet:Dry:% M:Proctor #:%
Proctor:
Pass Fail
1 7ft north, 15ft
east of south west
corner of building
Top of
grade
4 128.7 124.4 3.5 130.0
3/4" Base
96
2 15ft west, 7ft
north of south
east corner of
building
Top of
grade
6 130.1 125.1 4.0 130.0
3/4" Base
96
3 15ft west, 40ft
north of south
east corner of
building
Top of
grade
4 128.9 123.6 4.1 130.0
3/4" Base
95
Field Technician Information
Truck Mileage from Lab to Project (One Way)Total Mileage
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.
2533F2E5-C0FF-4CC2-8CA4-E1CC5433343B 2
THOR 8 32467.00
Tested By:
Leland Steiner
Signature:
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
Observations/Remarks:
I arrived on site, spoke with the contractor about where he wanted tested, and began my field density tests.
After testing I spoke with the contractor letting him know of my results, packed up my gear and left the job site.
Reviewed By:
E. Vail
Signature:
Inspection Images: