HomeMy WebLinkAbout23-255 5th West Combined PDFsPRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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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
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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:
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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
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1C96DDFF-F83B-4A26-8F34-7CE6B78C429B 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D04242024LS
In Place Density of Soils ASTM D2922 & D3017
Date:
04/24/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
11:00 AM
Contractor:
Hill and Sons Excavation
Total Time on Project:
6 hours
Current Weather Conditions:
Partly Cloudy
Wind:
Calm
Instrument ID
78653
MS:
647
Ambient Temperature (°F):
68
DS:
2471
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 Western
Road water
crossing,
10ft south
of northern
edge of road
1st lift 6 Pit Run 125.4 121.4 3.3 127.9 95 Pass
2 Western
road water
crossing,
10ft south
of northern
edge of road
2nd lift 6 Pit Run 128.0 121.7 5.3 127.9 95 Pass
3 Central road Top of 6 3/4" Base 128.8 123.5 4.3 130.0 95 Pass
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1C96DDFF-F83B-4A26-8F34-7CE6B78C429B 2
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
water
crossing,
15ft south
from
northern
edge of road
grade
4 Eastern
road water
crossing,
center of
road
Top of
grade
6 3/4" Base 129.3 123.9 4.3 130.0 95 Pass
5 Eastern
road water
crossing,
20ft south
of northern
edge
3rd lift 6 Pit Run 127.0 122.1 4.0 127.9 95 Pass
6 Western
road water
crossing,
30ft south
of northern
edge of road
4th lift 6 Pit Run 128.0 122.2 4.7 127.9 96 Pass
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
52610.00
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 11:00 am and began my testing. After my testing for the day, I loaded my truck and
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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1C96DDFF-F83B-4A26-8F34-7CE6B78C429B 3
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.
84757F64-35CF-412A-8F5A-E6843F2FBB35 1
4103 E. 605 N. Suite 1
Rigby ID, 83442
208.932.4428
File Name:
23255D04252024LS
In Place Density of Soils ASTM D2922 & D3017
Date:
04/25/2024
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:
6 hours
Current Weather Conditions:
Overcast
Wind:
5-15 mph
Instrument ID
78653
MS:
654
Ambient Temperature (°F):
54
DS:
2437
Results
Test
#:
Location:Elevation: Depth:Material:Wet:Dry:% M:Proctor
#:
%
Proctor:
Result
1 Eastern
Road water
crossing
Top of
grade
6 3/4" Base 131.9 123.1 7.2 130.0 95 Pass
Field Technician Information
Truck
STARLORD
Mileage from Lab to Project (One Way)
9
Total Mileage
52672.00
Tested By:
Leland Steiner
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.
84757F64-35CF-412A-8F5A-E6843F2FBB35 2
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 3/4 base. After my testing I loaded my gear 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.
84757F64-35CF-412A-8F5A-E6843F2FBB35 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
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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.
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
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 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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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 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.
19884116872ae642-1723039389226 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
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 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
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 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:
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 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
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
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.
16176C76-6F4E-41E1-9C8F-9C694CFE0E00 1
4103 E 605 N Suite 1
Rigby, Idaho 83442
208.932.4428
File Name:
23255AD04262024LS
In Place Density of Asphalt by Nuclear Methods ASTM D2950
Date:
04/26/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Total Time on Project
9
Time Start:
09:00 AM
Contractor:
HK Contractors
Ambient Temperature (°F):
50
Current Weather Conditions:
Drizzle
Wind:
Calm
Instrument ID
78653
Daily Standardization:
MS:
649
DS:
2460
Results
Details
Test
#:
Location:Lift: Material:Marshall
#:
Wet:%
Marshall:
Result
1 Eastern water road crossing, center
of road
Asphalt SP3 143.7 134.9 94 Pass
2 Central road water crossing, center
of road
143.7 134.5 94 Pass
3 Western road water crossing, 5ft
west of manhole, 20ft south.
Asphalt 143.7 134.8 94 Pass
4 Western road water crossing, 5ft
south of manhole, 10ft west of man
hole
Asphalt 143.7 133.5 93 Pass
5 Western road water crossing, in line
with manhole cover, 25ft south of
northern edge
Asphalt 143.7 136.4 95 Pass
6 Western water road crossing, 10ft
north of southern manhole
Asphalt 143.7 131.9 92 Pass
Asphalt
SP3
SP3
SP3
SP3
SP3
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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16176C76-6F4E-41E1-9C8F-9C694CFE0E00 2
Field Technician Information
Number of Grout Bags Used:Number of Ice bags used
0
Core Drill Used
No
Total Mileage
52736
Tested By:
Leland Steiner
Signature:
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements. (Explanation given in
Observations and/or Remarks.)
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Observations and/or Remarks:
I arrived on site at around 9:00am and began my inspections of the site where asphalt was to be paved. After
my field tests where done and paving was complete, I loaded 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.
16176C76-6F4E-41E1-9C8F-9C694CFE0E00 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.
15304dddab85d4a6-1724681189059 1
4103 E 605 N Suite 1
Rigby, Idaho 83442
208.932.4428
File Name:
23255AD08262024NLS
In Place Density of Asphalt by Nuclear Methods ASTM D2950
Date:
08/26/2024
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:
HK Contractors
Total Time on Project
13.5 Hrs
Ambient Temperature (°F):
62
Current Weather Conditions:
Partly Cloudy
Wind:
Calm
Instrument ID
23916
Daily Standardization:
MS:
634
DS:
2014
Results
Details
Test
#:
Location:Lift: Material:Marshall
#:
Wet:%
Marshall:
Result
1 50 FT W and 10 FT N of NW Street
Corner of Road that connects to S
5th W
Asphalt
SP3
143.7 134.4 94 Pass
2 20 FT E and 5 FT N of W Street
Corner of Road that connects to S
5th W
Asphalt
SP3
143.7 138.0 96 Pass
3 50 FT W and 5 FT N of SW Corner
of Road that connects to S 5th W
Asphalt
SP3
143.7 137.5 96 Pass
4 15 FT N and 10 Ft E of SW Corner
Church Parking Lot
Asphalt
SP3
143.7 133.5 93 Pass
5 15 FT N and 5 FT E of Middle NW
Corner With Sidewalk
Asphalt
SP3
143.7 133.3 93 Pass
6 45 FT N and 20 FT E of Middle NW
Corner With Sidewalk
Asphalt
SP3
143.7 132.7 92 Pass
7 11 FT E and 13 FT S of NW Corner Asphalt 143.7 132.0 92 Pass
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15304dddab85d4a6-1724681189059 2
Test
#:
Location:Lift: Material:Marshall
#:
Wet:%
Marshall:
Result
Church Parking Lot SP3
8 25 FT E and 10 FT N of NW Corner
of parking lot that connects to S 5th
W.
Asphalt
SP3
143.7 132.5 92 Pass
9 60 FT W and 8 FT N of SW Corner
of Road that connects to S 5th W
Asphalt
SP3
143.7 131.6 92 Pass
10 6 FT N of SW Corner Church
Parking Lot
Asphalt
SP3
143.7 133.4 93 Pass
11 39 FT S and 10 FT E of NW Corner
Church Parking Lot
Asphalt
SP3
143.7 133.7 93 Pass
Field Technician Information
Number of Grout Bags Used:
Number of Ice bags used
Core Drill Used
No
Total Mileage
13183
Tested By:
Nathaniel Speas
Signature:
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements. (Explanation given in
Observations and/or Remarks.)
Items observed are in general conformance with approved project documents and jurisdictional requirements.
Observations and/or Remarks:
Arrived at the job site and started my report for the day. Standardized the gauge so that it would be ready. Met
with the contractor to determine where we were going to be paving for the day.
Observed trucks bringing in asphalt. Observed the rollers compacting the asphalt.
Communicated with the roller to establish a rolling pattern.
Took multiple shots throughout the day to make sure compaction was passing. After they were done for the day
I filled out the rest of my report. I packed up my stuff and left the job site.
Reviewed By:
E. Vail
Signature:
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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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15304dddab85d4a6-1724681189059 3
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.
15304dddab85d4a6-1724681189059 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.
19884116872ae642-1725634986383 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File Name:
23255C09062024TH
Compressive Strength of Concrete Test Specimens
Date:
09/06/2024
Project Number:
23-255
Project Name:
Married Student Second Stake
Client:
The Church of Jesus Christ of Latter-day Saints
Time on Project:
3hrs
Start Time:
06:30 AM
Contractor:
Alpha Concrete
Supplier:
Walters Ready Mix
Mix Number:
506AF
Concrete Member:
Sidewalk
Required 28 day Strength (psi):
4,000.0
Admixtures:
Plastisides
Entrained Air Spec. (%):
6 +- 1.5
Slump Spec. (inches):
Max 6
Results
Testing:
Set #:Cumulative
Test
Load
Amount:
Ticket
#:
Time
Tested:
Test Location:Ambient
Temp.
(°F):
Weight
of
Concrete
(lbs):
Unit
Weight
(PCF):
Concrete
Temp.
(°F):
Entrained
Air
(%):
Slump
(in):
1 11.0 04235 08:15
AM
Northwest sidewalk on S 5th W.
10 ft S of NW corner.
52 34.620 139.0 68 6.9 9¼
Field Technician Information
Truck:
STARLORD
Total Trip Mileage:
18.00
Tested By:
Travis Hutmacher
Signature:
Items observed are 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.
19884116872ae642-1725634986383 2
Items observed are NOT in general conformance with approved project documents and jurisdictional requirements.
(Explanation to be given in Observations and/or Remarks.)
Observations and/or Remarks:
Arrived on site at 6:45am. Unpacked my gear and prepared for the pour. Spoke with the concrete workers. The
concrete truck showed up around 7:40am. I received the ticket and prepared to take a sample. The driver of the
truck, Aaron Walt, stated that he was waiting for plasticizers to be dropped off.
The pour started around 8:10am. He poured about a yard and I took my sample. I returned to my truck and
performed an air entrainment test, temped the concrete, and performed a slump test. I started filling cylinders,
Aaron came over and requested that I do a second slump test as the result the first time was a 9½ inch slump.
The second test resulted in a 9¼ inch slump. I finished filling cylinders and cleaned up my 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.
19884116872ae642-1725634986383 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.
19884116872ae642-1725634986383 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.
19884116872ae642-1725634986383 5
Testing:
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notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
19884116872ae642-1725634986383 6
Ticket Image:
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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.
86D08769-52E0-4FA4-82D8-5A601CDED109 1
4103 E 605 N Suite 1
Rigby, ID 83442
208.932.4428
File name:
23255FB09132024JPC
Compressive Strength of Concrete Test Specimens
Project Number:
23-255
Cumulative Test Load Amount:
11
Project Name:
Married Student Second Stake
Test Location:
Northwest sidewalk on S 5th W. 10 ft S of NW corner.
Client:
The Church of Jesus Christ of Latter-day Saints
Admixtures:
Plastisides
Ticket Number:
4235
Contractor:
Alpha Concrete
Supplier:
Walters Ready Mix
Mix Number:
506AF
Date:
9/6/2024
Cylinder Log #:
709
Set #:
1
Entrained Air (%):
6.9
Concrete Temperature (°F):
68
Ambient Temperature (°F):
52
Unit Weight (PCF):
139
Tested By:
Travis Hutmacher
Time Tested:
10:20 AM
Pick Up Date:
9/7/2024
Picked Up By:
Jense Christensen
Time:
11:25 AM
Max, Min Temperature:
80,60
Compressive Strength Data
Initial Break Testing:
Cylinder
ID:
Break
Age:
Break
Date:
Diameter
(in):
Area
(in^2):
Maximum
Load
(lbs):
Compressive
Strength
(psi):
Required
28 day
Strength
(psi):
Break
Type:
A 7 9/13/2024 4.000 12.57 40,045.0 3186 4,000.0 Type 1
Date:
09/17/2024
Reviewed By:
Luke Hammar
Signature: