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NOTE
            :









                Aggregate Physical Testing Required By JKR Malaysia
                           Type of Test                       Requirements
                 Los Angeles Abrasion Test                       < 60%

                 Aggregate Impact Value                          < 15%
                 Aggregate Crushing Value Test                   < 30%
                 10% Fines Test                               7.5 – 12.5%
                 Polish Stone Value Test                         > 40%

                 Soundness Test                                  < 12%
                 Flakiness Index Test                            < 30%
                 Angularity Number Test                           6 – 9
                 Water Absorption Test                           < 2%


              DISCUSSION:          *Interpret and comment the results obtained

              CONCLUSIONS:          Make your conclusion based on yourresult.

              REFERENCES:           Give at least 5 references you refer

              QUESTION

              1.  What is the use of flakiness index and elongation index?



                                                                                             .
              2. Why flaky or elongated particles are avoided in pavement construction?



























              Higway Engineering Laboratory                                                                      page      20
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