Fill Placement - Compaction - 23611.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 report for a continuing care facilities project and information on a related federal contract opportunity to construct a replacement community living center.
The soils report documents fill placement and compaction testing conducted by Thoroughbred Engineering at a site in Lexington, Kentucky. Nuclear density and moisture gauges were used to test lift densities and moisture contents at various elevations. Test results in the report indicate fill materials met specified compaction percentages.
The related federal contract opportunity is to construct a replacement community living center under solicitation number 36C24921R0059 from the Department of Veterans Affairs. The pre-solicitation notice seeks offers to furnish all labor, materials, tools and expertise needed to complete minor project 596-333 in accordance with contract documents and specifications. Some work may be required outside standard hours or in shifts shorter than standard for specific project items.
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Text version
4/2/2021 _ https://app.ireport360.com/projects#/myviewreport 1/5
Thoroughbred Engineering 238 Jefferson Street Lexington, KY 40508
(502) 863-1756
Continuing Care Facilities- Phase 1 IBC 1704.7 SOILS - Fill Placement & Compaction (Report # 23611)
Project Name Continuing Care Facilities- Phase 1
Company Thoroughbred Engineering
Project Number
Representative Nathan Birkby
Date 7/24/19
Client
Project Information
General Summary
General Summary: Yes No
Thoroughbred Engineering representative Mr. Nathan Birkby arrived on-site to observe fill placement and compaction. Density and moisture testing was conducted using a nuclear density gauge, the results of this testing can be found in the Fill Placement and Compaction report.
https://app.ireport360.com/projects#/myviewreport 2/5
Starting: Ending:
Does the observed fill material appear to meet the project specification for suitable fill material?
Yes
Were samples of the fill material obtained for classification and laboratory testing during this site visit?
Not Selected
Specified: Observed:
IBC 1704.7.4 - Fill Placement
Was Fill Placement observation conducted during the visit? Yes No
Fill placement was observed at the following location(s):
What was the elevations of the fill placement during the site visit:
What are the specified fill material types?
Describe the fill materials including material type, color, visual classification, and particle sizes:
List the equipment used to place the fill material including the compaction equipment:
Lift Thicknesses:
See plans above https://app.ireport360.com/projects#/myviewreport 3/5
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
Weather:
Partly Cloudy
Temperature in Fahrenheit:
On-Site Contact/Company:
Nuclear Gauge #:
25376
Density Standard:
Moisture Standard:
Specified % Compaction:
Specified Moisture % Range:
Standardize Nuclear Gauge
Was standardization of a nuclear gauge conducted? Yes No
The gauge was used at the following location(s):
See plans above
Results:
Tolerance and Adjustments:
Describe Adjustments/Additional Remarks:
Site Information
Compaction Report (Nuclear Method)
General Location of Fill Placement See plans above
Reference Point for Test Locations Below:
Moisture-Density Relationship Curves
Proctor Sample ID
Max Dry Density
Optimum Moisture % Soil Description
No Density Curves
Mr. Kevin Atchley/ Semper Tek Inco https://app.ireport360.com/projects#/myviewreport 4/5
FDT Number:
Transmission Depth (in):
Test Location:
Wet Density (pcf):
118.8
Dry Density (pcf):
97.8
Elevation:
Water:
Moisture Content (%):
21.4
Proctor Sample ID#:
% Compaction:
Max Dry Density (pcf):
% Compaction Specified:
Optimum Moisture %:
Observations Reported To Report Status
FINAL
Reviewed By Jhonnathan Ballesteros
Field Density Test Results
FDT
Number Test Location Elevation
Dry Density
(pcf)
Moisture Content
Max Dry Density
Optimum Moisture
Compaction
2 101.2 20.1 3 101.4 18.8 4 101.6 21.4 5 102.2 17.2 6 100.7 20.2 7 99.3 21.4
Additional Comments
Additional Comments: Yes No
Report Status
Mr. Kevin Atchley/ Semper Tek Inco https://app.ireport360.com/projects#/myviewreport 5/5
Location of fill placement
File details come from the government source that posted it. Updated .