Fill Placement - Compaction - 27310.pdf
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- Attached to
- Construct Replacement Community Living Center (CLC) Federal contract opportunity
- Solicitation number
- 36C24921R0059
About this file
This soil compaction report details fill placement and compaction testing conducted for a continuing care facilities project. Nuclear gauge density and moisture tests were performed at three locations at a depth of five feet below grade to ensure a minimum 98% compaction was achieved with moisture levels between -2% and +2.5% of optimum. Test results showing density, moisture content and percent compaction are provided for each location. The project information, weather conditions, equipment used, and contact details are also noted.
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Text version
4/2/2021 _ https://app.ireport360.com/projects#/myviewreport 1/3
Thoroughbred Engineering 238 Jefferson Street Lexington, KY 40508
(502) 863-1756
Continuing Care Facilities- Phase 1 IBC 1704.7 SOILS - Fill Placement & Compaction (Report # 27310)
Project Name Continuing Care Facilities- Phase 1
Company Thoroughbred Engineering
Project Number
Representative David Brunker, S.I.
Date 5/28/20
Client
Gauge Make:
Troxler
Standaridization Time:
4 Minutes
Gauge Model:
Density Standard Count:
Gauge Serial Number:
28371
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):
Please see Plan Image above
Results:
Tolerance and Adjustments:
Describe Adjustments/Additional Remarks:
https://app.ireport360.com/projects#/myviewreport 2/3
Weather:
Cloudy
Temperature in Fahrenheit:
On-Site Contact/Company:
Mr. Scott Wharton of Semper Tek
Nuclear Gauge #:
28371
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 Please see Plan Image above
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 North -5' 103.7 16.4 2 Central -5' 101.9 17.8 3 South -5' 101.8 16.9
Additional Comments
Additional Comments: Yes No
Report Status https://app.ireport360.com/projects#/myviewreport 3/3
Approximate location of density testing
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