Performing a mix design is crucial to the success of your project. The following tests are applicable when performing a mix design for either the McLeod Method or Kearby Method. Refer to the mix design section for more details on these design methods.
AGGREGATE
Gradation | AASHTO T27/ASTM C136 | Required |
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Absorption | AASHTO T84-94 | Required for McLeod |
Bulk Specific Gravity | AASHTO T84-94 | Required |
Flakiness Index | CFLHD DFT-508 | Required for McLeod |
Loose Unit Weight | ASTM C29 | Required |
ASPHALT EMULSION
Residue by Distillation | AASHTO T59 | Required |
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The below are some of the tests that could be required or recommended when developing a specification. Please review your local specifications for area specific tests. Materials should be qualified before construction starts. Refer to ISSA A165 for the below target values.
AGGREGATE
Gradation | AASHTO T27/ASTM C136 | Required |
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LA Abrasion | AASHTO T96/ASTM C131 | Required |
Fractured Faces | AASHTO T335/ASTM D5821 | Required |
Flat and Elongated | ASTM D4791 | Required |
Flakiness Index | CFLHD DFT-508 | Optional |
Soundness of Aggregate | AASHTO T104/ASTM C88 | Optional |
ASPHALT EMULSION
Tests on Emulsion
Viscosity | AASHTO T59 | Required |
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Storage Stability | AASHTO T59 | 24 hour storage stability recommended if not used in 72 hours |
Residue by Distillation | AASHTO T59 | Required |
Particle Charge | AASHTO T59 | Optional |
Sieve | AASHTO T59 | Required |
Demulsibility | AASHTO T59 | Optional |
Oil Distillate | AASHTO T59 | Required |
Tests on Residue
Penetration | AASHTO T49 | Required |
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MSCR | ASTM D7405 | Required |
Ash Content | AASHTO T | Required |
Viscosity | AASHTO T | Required |
Note: If a rejuvenator or polymer modifier is used, those properties should be certified by the manufacturer.
Periodic checks of the application rate (aggregate and asphalt) | Recommended |
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Sampling and testing of the asphalt emulsion of binder | Recommended |
Sampling and testing of the aggregate | Recommended |
Before taking samples, draw and dispose of 1 gallon and then take two, 1/2 gal samples.
Percent Embedment | Sand Patch Test | Recommended |