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  • Form 300.02 Density Test Report (nuclear Gauge) - Scdot

Get Form 300.02 Density Test Report (nuclear Gauge) - Scdot

Form 300.02 DENSITY TEST REPORT Unique ID: Date: Status: Project No: File No: Road No: Road Info: Contractor: Inspector: Nuclear Gauge Operator: Material: SCDOT Gauge No: Standard Count: Density:.

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How to fill out the Form 300.02 Density Test Report (nuclear Gauge) - Scdot online

Filling out the Form 300.02 Density Test Report (nuclear Gauge) - Scdot is essential for documenting the results of density tests on specified materials. This guide provides a clear, step-by-step approach to ensure users can efficiently complete the form online.

Follow the steps to accurately complete the form.

  1. Click ‘Get Form’ button to obtain the form and open it in the appropriate editor.
  2. Begin by entering the unique ID at the top of the form. This identifier is crucial for tracking the report.
  3. Fill in the date of the test. Ensure the format is accurate to prevent any confusion.
  4. Record the status of the test, providing either 'Complete' or 'Pending' as applicable.
  5. Complete the project number, file number, and road number fields to link the report to the specific project.
  6. Add road information, including details pertinent to the testing location to help with future reference.
  7. Identify the contractor responsible for the project as well as the inspector overseeing the testing process.
  8. Enter the name of the nuclear gauge operator, ensuring correct spelling to maintain integrity in reporting.
  9. Document the material being tested in the designated field to clarify what the density test pertains to.
  10. Fill in the SCDOT gauge number, which is essential for referencing the calibration and validation of the equipment used.
  11. Record the standard count for density and the corresponding density measurement in pounds per cubic foot (pcf).
  12. Note the lab maximum dry density and fill out the standard count for moisture, along with the lab optimum moisture. These details are critical for analysis.
  13. Complete sections A through J with relevant measurements, including distance, wet density, moisture percentage, and compaction details.
  14. Add any remarks that may provide clarity or further information about the test results.
  15. Fill out the resident engineer's name and acquire their signature in the designated area to validate the report.
  16. Finally, review the entire document for accuracy and completeness. Users can then save changes, download, print, or share the completed form.

Start completing your Form 300.02 Density Test Report online today!

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Soil field density test measures relative density of soil which has been compacted using compacting equipment and the result of this test is expressed in %. This relative density is measured by comparing maximum dry density obtained from field test with maximum dry density of laboratory test as a standard reference.

The current specifications limit lift thickness to 0.20 meters (8 inches) for most soil conditions. However, if granular soils are used and density measurements are being made, a 0.30-meter (12-inch) lift thickness may be allowed.

The NDG's major advantage is its ability to rapidly measure density and moisture content, typically taking between 1 and 4 minutes of testing time (ASTM, 2010. (2010). Standard test method for density of soil in place by the drive-cylinder method.

Thickness of Lift A lift that is too large could result in poor compaction and compromise stability whereas a lift that is too small would result in excessive costs and time. Lift thickness typically range from 8 to 14-inches depending on specifications.

Cylindrical calibrating container with an internal diameter of 100 mm/200 mm and an internal depth of 150 mm/250 mm fitted with a flange 50 mm/75 mm wide and about 5 mm surrounding the open end.

Nuclear Density Test Nuclear density gauges determine soil density by measuring gamma radiation transmission between a probe containing a radioactive Cesium 137 (or other) source and Geiger-Mueller detection sensors in the base of the gauge. Dense soils allow fewer gamma particles to be detected in a given time period.

The 6 inch depth is the most recommended depth for testing densities and moisture content simultaneously in soils used in backfills, embankments and subgrade.

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