Aashto T 96
When tested in accordance with AASHTO T 96, the percentage of wear shall not exceed 50. The percentage of deleterious substances shall not exceed the
1003.2.1 When tested in accordance with AASHTO T 96, the percentage of wear shall not exceed 50 percent. The sum of the percentages of all deleterious substances shall not exceed
When tested by means of the Los Angeles Machine using AASHTO Method T 96, the loss shall not exceed 40 percent. When tested with magnesium sulphate solution for soundness, using AASHTO Method T-104, coarse aggregate shall not have a loss of more than ten percent (10%) at the end of five cycles.
Toughness/Abrasion Resistance The following test methods were selected for characterizing aggregate toughness/abrasion resistance: • Los Angeles Abrasion (AASHTO T 96) • Aggregate Impact Value (British) • Aggregate Crushing Value (British)
AASHTO T 90 Wear ..... AASHTO T 96 Sodium sulfate soundness 
Aggregate T-146 January 2011 Wet Preparation of Disturbed Soil Samples for Test AASHTO T-146-96 (2008) (Modified - Method A) This method of test covers the wet preparation of heavy clay soil samples as received from the field for gradation, AASHTO T-27 and T-11; Liquid Limit, AASHTO T-89; and ...
Table 2 - Fine Aggregate - Properties* T ESTS Method Limit Sand Equivalent AASHTO T 176-86 45 min Methylene Blue (on materials passing 200) AASHTO TP 57-99 10 max Uncompacted Void Content AASHTO T 304-96 40 min *All testing must be performed by an AMRL inspected laboratory or be an agency certified laboratory.
Acceptance Test as follows: Test Method Material that passes the No. 200 (75 µm) sieve AASHTO T 11 Sulphur content ASTM E 30, Leco method Weathering ASTM G 23 Petrographic analysis ASTM C 295 Soundness (magnesium sulfate) AASHTO T 104 Percent wear AASHTO T 96 Aggregate gradation AASHTO T 27 Reactivity ASTM C 227, C ...
When tested in accordance with AASHTO T 96, the percentage of wear shall not exceed 50. The percentage of deleterious substances shall not exceed the following values, and the sum of percentages of all deleterious substances shall not exceed 8.0 percent.
Gravel shall consist of clean, hard, durable, uncoated aggregate, crushed or uncrushed, having a percent of wear by the Los Angeles Test (AASHTO T 96) not greater than 40.
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