HomeMy WebLinkAbout24004AD10212024NLS_CE_Density___AsphaltPRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
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4103 E 605 N Suite 1
Rigby, Idaho 83442
208.932.4428
File Name:
24004AD10212024NLS
In Place Density of Asphalt by Nuclear Methods ASTM D2950
Date:
10/21/2024
Project Number:
24004
Project Name:
Teton River Temple
Client:
The Church of Jesus Christ of Latter-day Saints
Time Start:
08:30 AM
Contractor:
Depatco
Total Time on Project
7.5 Hrs
Ambient Temperature (°F):
40
Current Weather Conditions:
Sunny/Clear
Wind:
Calm
Instrument ID
76562
Daily Standardization:
MS:
684
DS:
2561
Results
Details
Test
#:
Location:Lift: Material:Marshall
#:
Wet:%
Marshall:
Result
1 Teton River Temple St, STA 78+50,
LCL 5'
Asphalt
SP3
151.6 139.0 92 Pass
2 Teton River Temple St, STA 74+20,
LCL 3'
Asphalt
SP3
151.6 141.2 93 Pass
3 Teton River Temple St, STA 70+40,
LCL 3'
Asphalt
SP3
151.6 139.6 92 Pass
4 Teton River Temple St, STA 62+00,
LCL 6'
Asphalt
SP3
151.6 138.8 92 Pass
5 West Church Dr, STA 103+25, RCL
4'
Asphalt
SP3
151.6 139.8 92 Pass
6 West Church Dr, STA 107+25, RCL
2'
Asphalt
SP3
151.6 140.1 92 Pass
Field Technician Information
PRIVILEGED AND CONFIDENTIAL: This document and the information contained herein are confidential and protected from disclosure. This message and its
content is intended only for the use of the addressee(s) and may contain sensitive, confidential information. If you are not the intended recipient, you are hereby
notified that the use, dissemination, or copying of this information is strictly prohibited, please notify the sender immediately.
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Number of Grout Bags Used:
Number of Ice bags used
Core Drill Used
No
Total Mileage
17897
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 to the job site and standardized the gauge. Started my report for the job. Met with the contractor to
determine where they were going to be paving.
Met with the roller to establish a rolling pattern. Observed the rollers compacting the asphalt. Observed trucks
bringing in asphalt.
Observed the crew paving. Took some density shots where the contractor had wanted and let him know the
results. Finished filling out my report, packed up my stuff 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.
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