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  • Fine Aggregate Code Form.pdf - Ctqp

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STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FORM 675-020-02 MATERIALS 07/93 AGGREGATE SYSTEM FINE AGGREGATE CODE FORM SOURCE IDENTIFICATION PROJECT NO. PAY ITEM NO. SAMPLE NO. LAB NO. MATERIAL NO.

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How to fill out the Fine Aggregate Code Form.pdf - CTQP online

This guide aims to provide users with clear and practical instructions for completing the Fine Aggregate Code Form.pdf - CTQP online. By following these steps, individuals can ensure accurate and efficient submission of their aggregate testing documentation.

Follow the steps to effectively complete the form.

  1. Use the 'Get Form' button to access the Fine Aggregate Code Form and open it in your preferred PDF editor.
  2. Identify the source information by filling out the project number, pay item number, sample number, lab number, and material number in the designated fields.
  3. Record the name of the person who has tested the sample and the date the sample was taken in the 'Tested By' and 'Date Sampled' fields respectively, using the format MM DD YY.
  4. Document who sampled the material and when it was tested in the 'Sampled By' and 'Date Tested' fields, ensuring correct date format is maintained.
  5. Fill in the source number along with the mine number, indicating if the source is a terminal in the specified sections.
  6. Provide additional material identification details, including the material code, type, sample type, where it was sampled from, and the processing method.
  7. Input specific test results, such as FM (Fine Modulus), target FM, absorption, and loss on boil, clearly stating units where applicable.
  8. Record gradation data by entering sieve numbers, sizes, accumulated weights, and percentages in their respective fields, ensuring total weight is calculated.
  9. Review all entered information for accuracy and completeness before proceeding to save your document.
  10. After filling out the form, you can save changes, download, print, or share the document as necessary.

Complete your Fine Aggregate Code Form online today for accurate and efficient documentation.

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ASTM C33 gives the detailed specification and requirements for grading and quality of fine and coarse aggregate for use in concrete. This standard may also be used in project specifications to specify aggregate quality, nominal aggregate maximum size, and other particular grading requirements.

Well, IS 2386: 1963 covers the method of testing for aggregates of concrete.

The seven standard ASTM C33 (AASHTO M 6/M 80) sieves for fine aggregate have openings ranging from 150 µm to 9.5 mm (No. 100 sieve to 3⁄8 in.). The 13 standard sieves for coarse aggregate have openings ranging from 1.18 mm to 100 mm (0.046 in. to 4 in.).

List of Test Methods for Concrete Aggregates Grading or Sieve Analysis (ASTM C-136) ... Materials Finer than 75 μm (No. ... Clay Lumps and Friable Particles (ASTM C-142) ... Abrasion Loss (ASTM C-131, C-535) ... Soundness Loss (ASTM C-88) ... Organic Impurities (ASTM C-40) ... Specific Gravity and Absorption (ASTM C-127; ASTM C-128)

For example, ASTM C33 defines “#2” stone as consisting of 1½ inch to 2½ inch particles with the following distribution within those limits: 90% - 100% passing the 2½-inch sieve, 35%-70% passing the 2-inch sieve, 0% to 15% passing the 1½-inch sieve, and 0% to 5% passing the ¾-inch sieve.

fine aggregate is 40% out of total aggregate in concrete. fine aggregate size as per is code 383 is 4.75mm,2.36mm,1.18mm,600 micron,300 micron,150 micron. so all type of particle size in aggregate. so binding properly and no voids inside filling properly.

Fineness modulus is the number at which the average size of particle is known when we counted from lower order sieve size to higher order sieve. So, in the calculation of coarse aggregate we need all sizes of sieves. Page 2.

The standard fine aggregate specific gravity and absorption test is: AASHTO T 84 and ASTM C 128: Specific Gravity and Absorption of Fine Aggregate.

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