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ASTM Designation: C 136
SIEVE ANALYSIS OF
COARSE AGGREGATES
Engr. Muhammad Ahmad Rana
USA
Scope
This test method covers the determination of the particle size distribution
of fine and coarse aggregates by sieving.
Significance
The obtained results are used to determine compliance of the particle size
distribution with applicable specification requirements and to provide
necessary data for control of the production of various aggregate products and
mixtures containing aggregates. The data may also be useful in developing
relationships concerning porosity and packing.
Engr. Muhammad Ahmad Rana
USA
Non-applicability
This test is not applicable to materials finer than 75micron (No. 200) sieve.
Apparatus
• Balance
• Set of Sieves
• Mechanical Shaker
• Oven
Engr. Muhammad Ahmad Rana
USA
Sample
The size of the test sample of coarse aggregate shall conform with the
following:
Engr. Muhammad Ahmad Rana
USA
Procedure
Step 1: Dry the sample to a constant mass at a temperature of 110 degree
centigrade. A +/- tolerance of 5 degree is acceptable.
Step 2: Weigh the dry sample, the empty sieves and the pan.
Step 3: Nest the sieves in order to of decreasing size of opening from top to
bottom and place the pan at the bottom of the set.
Step 4: Place the sample on the top sieve.
Step 5: Place the lid and agitate the sieve in the mechanical shaker for 10 min.
Step 6: Weigh the sieves with the material retained.
Engr. Muhammad Ahmad Rana
USA
Procedure (Cont.)
Step 7: Determine the weight retained in each sieve. The total weight of the
material after sieving should check closely with the original weight of the
sample. If the amount differ by more than 0.3 percent (based on the original
weight), the results will be discarded.
Step 8: Calculate the percentage coarser than and the percentage passing by
following the EXAMPLE given in next slide.
Step 8: Draw the gradation chart. Calculate the F.M. and average size of the
particle.
Engr. Muhammad Ahmad Rana
USA
Engr. Muhammad Ahmad Rana
USA
Engr. Muhammad Ahmad Rana
USA

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Astm designation c 136 for coarse aggregates

  • 1. ASTM Designation: C 136 SIEVE ANALYSIS OF COARSE AGGREGATES Engr. Muhammad Ahmad Rana USA
  • 2. Scope This test method covers the determination of the particle size distribution of fine and coarse aggregates by sieving. Significance The obtained results are used to determine compliance of the particle size distribution with applicable specification requirements and to provide necessary data for control of the production of various aggregate products and mixtures containing aggregates. The data may also be useful in developing relationships concerning porosity and packing. Engr. Muhammad Ahmad Rana USA
  • 3. Non-applicability This test is not applicable to materials finer than 75micron (No. 200) sieve. Apparatus • Balance • Set of Sieves • Mechanical Shaker • Oven Engr. Muhammad Ahmad Rana USA
  • 4. Sample The size of the test sample of coarse aggregate shall conform with the following: Engr. Muhammad Ahmad Rana USA
  • 5. Procedure Step 1: Dry the sample to a constant mass at a temperature of 110 degree centigrade. A +/- tolerance of 5 degree is acceptable. Step 2: Weigh the dry sample, the empty sieves and the pan. Step 3: Nest the sieves in order to of decreasing size of opening from top to bottom and place the pan at the bottom of the set. Step 4: Place the sample on the top sieve. Step 5: Place the lid and agitate the sieve in the mechanical shaker for 10 min. Step 6: Weigh the sieves with the material retained. Engr. Muhammad Ahmad Rana USA
  • 6. Procedure (Cont.) Step 7: Determine the weight retained in each sieve. The total weight of the material after sieving should check closely with the original weight of the sample. If the amount differ by more than 0.3 percent (based on the original weight), the results will be discarded. Step 8: Calculate the percentage coarser than and the percentage passing by following the EXAMPLE given in next slide. Step 8: Draw the gradation chart. Calculate the F.M. and average size of the particle. Engr. Muhammad Ahmad Rana USA