Aashto T 96

SECTION 1002 AGGREGATE FOR ASPHALTIC CONCRETE

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

www.modot.mo.gov

SECTION 1003 AGGREGATE FOR SEAL COATS

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

www.modot.mo.gov

SECTION M.04 BITUMINOUS CONCRETE MATERIALS

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.

www.ct.gov

AGGREGATE TOUGHNESS/ ABRASION RESISTANCE AND DURABILITY ...

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)

ntl.bts.gov

12 Spec - Section 301 General Requirements for Base Aggregates

AASHTO T 90 Wear ..... AASHTO T 96 Sodium sulfate soundness [2]

roadwaystandards.dot.wi.gov

Wet Preparation of Disturbed Soil Samples for Test AASHTO T ...

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 ...

dot.state.nm.us

SECTION 212 - GUIDELINES FOR ULTRATHIN BONDED

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.

salina-ks.gov

Section 800 Coarse Aggregate

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 ...

www.dot.state.ga.us

SECTION 1002 AGGREGATE FOR ASPHALTIC CONCRETE

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.

www.modot.org

DIVISION 500

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.

www.arkansashighways.com

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