## Materials Notebook

### Chapter 4 VII - List Of Appropriate Bituminous Mixture Tests

**(Note: test in italics are provisional standards)**

**Asphalt Cements**- AASHTO M-20 Penetration Graded Asphalt Cement
- AASHTO M-140 Emulsified Asphalt
- AASHTO M-208 Cationic Emulsified Asphalt
- AASHTO M-226 Viscosity Graded Asphalt Cement
*AASHTO MP1-93 Specification for Performance Graded Asphalt Binder**AASHTO PP1-93 Practice for Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel**AASHTO PP2-93 Practice for Short and Long Term Aging of Hot Mix Asphalt (HMA)**AASHTO PP6-93 Practice for Grading or Verifying the Performance Grade of an Asphalt Binder*- AASHTO T-48 Flash and Fire Points by Cleveland Open Cup
- AASHTO T-49 Penetration of Bituminous Materials
- AASHTO T-51 Ductility of Bituminous Materials
- AASHTO T-59 Testing Emulsified Asphalts
- AASHTO T-179 Effect of Heat and Air on Asphalt Materials (Thin-Film Oven Test)
- AASHTO T-201 Kinematic Viscosity of Asphalts (Bitumens){135C}
- AASHTO T-202 Viscosity of Asphalts by Vacuum Capillary Viscometer {60C}
- AASHTO T-240 Effect of Heat and Air on a Moving Film of Asphalt
- (Rolling Thin Film Oven Test)
*AASHTO TP1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)**AASHTO TP3-93 Test Method for Determining the Fracture Properties of Asphalt Binder in Direct Tension (DT)**AASHTO TP5-93 Test Method for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)*

**Aggregates****Quality/Qualification**- AASHTO M-17 Mineral Filler for Bituminous Paving Mixtures
- AASHTO M-29 Fine Aggregate for Bituminous Paving Mixtures
- AASHTO T-96 Resistance to Degradation of Small-Size Course Aggregate by Abrasion and Impact in the Los Angeles Machine
- AASHTO T-103 Soundness of Aggregates by Freezing and Thawing
- AASHTO T-104 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate
- AASHTO T-112 Clay Lumps and Friable Particles in Aggregate
- AASHTO T-113 Lightweight Pieces in Aggregate
- AASHTO T-176 Plastic Fines in Graded Aggregates and soils by the Use of the Sand Equivalent Test

**Design/Control Testing**- AASHTO T-11 Materials Finer than 75µm (No. 200) Sieve in Mineral Aggregates by Washing
- AASHTO T-19 Unit Weight and Voids in Aggregate
- AASHTO T-27 Sieve Analysis of Fine and Coarse Aggregates
- AASHTO T-84 Specific Gravity and Absorption of Fine Aggregate
- AASHTO T-85 Specific Gravity and Absorption of Coarse Aggregate
- AASHTO T-255 Total Moisture Content of Aggregate by Drying

**Bituminous Mixture****Design Mixture***AASHTO PP19-93 Practice for Volumetric Analysis of Compacted Hot Mix Asphalt (HMA)*- AASHTO T-165 Effect of Water on Cohesion of Compacted Bituminous Mixtures
- AASHT0 T-182 Coating and Stripping of Bitumen-Aggregate Mixtures
- AASHT0 T-209 Maximum Specific Gravity of Bituminous Paving Mixtures
- 4-70
- AASHTO T-245 Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus
- AASHTO T-246 Resistance to Deformation and Cohesion of Bituminous Mixtures by Means of Hveem Apparatus
- AASHTO T-283 Resistance of Compacted Bituminous Mixture to Moisture Induced Damage {Lottman Test}
*AASHTO TP4-93 Method for Preparing and Determining the Density of Hot Mix Asphalt (HMA) Specimens by Means of the SHRP Gyratory Compactor**AASHTO TP7-94 Test Method for Determining the Permanent Deformation and Fatigue Cracking Characteristics of Hot Mix Asphalt (HMA) Using the Simple Shear Test (SST) Device**AASHTO TP9-94 Test Method for Determining the Creep Compliance and Strength of Hot Mix Asphalt (HMA) Using the Indirect Tensile Test Device*

**Field Control**- AASHT0 T-166 Bulk Specific Gravity of compacted Bituminous Mixtures Using Saturated Surface-Dry Specimens
- AASHT0 T-164 Quantitative Extraction of Bitumen from Bituminous Paving Mixtures
- AASHT0 T-195 Determining Degree of Particle Coating of Bituminous-Aggregate Mixtures
- AASHTO T-269 Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures
- ASTM D2950 Density of Bituminous Concrete in Place by Nuclear Method