Fill Placement - Compaction - 27376.pdf
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- Attached to
- Construct Replacement Community Living Center (CLC) Federal contract opportunity
- Solicitation number
- 36C24921R0059
About this file
This document contains a soils compaction report and details of a related federal contract opportunity to construct a replacement community living center. The soils compaction report documents nuclear gauge standardization and field density testing at various locations on the construction site. Fill placement met the specified 98% compaction and -2% to +2.5% moisture content ranges. The related federal contract opportunity is to furnish all labor, materials, tools and expertise to complete project 596-333 for the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 9. The project involves constructing a replacement community living center and some work may be required outside standard administrative hours or in periods shorter than a standard shift for specific items.
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Text version
4/2/2021 _ https://app.ireport360.com/projects#/myviewreport 1/2
Thoroughbred Engineering 238 Jefferson Street Lexington, KY 40508
(502) 863-1756
Continuing Care Facilities- Phase 1 IBC 1704.7 SOILS - Fill Placement & Compaction (Report # 27376)
Project Name Continuing Care Facilities- Phase 1
Company Thoroughbred Engineering
Project Number
Representative David Brunker, S.I.
Date 6/11/20
Client
Gauge Make:
Troxler
Standaridization Time:
4 Minutes
Gauge Model:
Density Standard Count:
Gauge Serial Number:
25376
Moisture Standard Count:
What was the Density Standard Accuracy?
What was the Moisture Standard Accuracy?
Were the Density Moisture Standard Counts with tolerance?
Not Selected
Project Information
Standardize Nuclear Gauge
Was standardization of a nuclear gauge conducted? Yes No
The gauge was used at the following location(s):
Southeastern, Central, and Northwestern portions of the site
Results:
Tolerance and Adjustments:
Describe Adjustments/Additional Remarks:
4/2/2021 _ https://app.ireport360.com/projects#/myviewreport 2/2
Weather:
Sunny
Temperature in Fahrenheit:
On-Site Contact/Company:
Mr. James Ruley of Semper Tek
Nuclear Gauge #:
25376
Density Standard:
Moisture Standard:
Specified % Compaction:
Specified Moisture % Range:
-2 to +2.5
Observations Reported To Mr. Scott Wharton of Semper Tek
Report Status
FINAL
Reviewed By Jhonnathan Ballesteros
Site Information
Compaction Report (Nuclear Method)
General Location of Fill Placement Southeastern, Central, and Northwestern portions of the site
Reference Point for Test Locations Below:
Moisture-Density Relationship Curves
Proctor Sample ID
Max Dry Density
Optimum Moisture % Soil Description
No Density Curves
Field Density Test Results
FDT
Number Test Location Elevation
Dry Density
(pcf)
Moisture Content
Max Dry Density
Optimum Moisture
Compaction
1 Southeast +0’ 101.5 18.9 2 Southeast +0’ 100.5 18.7 3 Northwest +0’ 102.6 18.4 4 Northwest +0’ 103.5 19.1
Additional Comments
Additional Comments: Yes No
Report Status
File details come from the government source that posted it. Updated .