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Get Worksheet For Ignition Furnace Binder Correction Factor And Aggregate Gradation Correction Factor T
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How to fill out the WORKSHEET FOR IGNITION FURNACE BINDER CORRECTION FACTOR AND AGGREGATE GRADATION CORRECTION FACTOR T online
This guide provides clear instructions for users to effectively fill out the worksheet for ignition furnace binder correction factor and aggregate gradation correction factor. By following these steps, you will be able to complete the form accurately and effortlessly.
Follow the steps to complete the form successfully.
- Press the ‘Get Form’ button to obtain the worksheet and open it for editing.
- Begin by filling out the project name, date, and the name of the person conducting the test in the designated fields.
- Enter the sample number, target binder content percentage by mass of mix, and the percentage by mass of aggregate in the respective fields.
- Document the test temperature in degrees Celsius for proper reference.
- Input the ignition furnace manufacturer's name, serial number, and the furnace location into the specified sections.
- For each trial (Trial No. 1 and Trial No. 2), complete the mass determination fields as follows: initial 'buttered' bowl mass, final bowl mass, bowl mass difference, dry aggregate mass, aggregate and binder mass, and binder mass.
- Calculate the corrected binder mass and actual binder content by mixture mass using the provided formulas.
- Fill in the sample basket assembly mass and the sample basket assembly and mix mass for both trials.
- Determine the ignition furnace binder content and the correction factor for both trials based on the defined calculations.
- Calculate the average correction factor and the difference in correction factor as instructed.
- Review all entered data for accuracy and completeness, making any necessary adjustments.
- Once all fields are filled, save changes, download a copy, print, or share the completed form as needed.
Complete your documents online with confidence by following this guide.
The asphalt binder correction factor, Cf, is the average of the differences expressed as a percent by mass of HMA. 9. If the asphalt binder correction factor exceeds 1.00 percent, the test temperature must be lowered to 482 ±5°C (900 ±8°F) and new samples must be burned.
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