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              ¢º Introduction
              ¢º Materials Selection
              ¢º Test Methods&Results
                 ¡ã Marshall Test
                 ¡ã Compaction strength
                 ¡ã Indirect tensile..
                 ¡ã Wheel tracking test
                 ¡ã Resilient modulus..
                 ¡ã Layer coefficient(ai)..
                 ¡ã Layer coefficient
              ¢º Conclusion

            Foreign Report

 

 


The Performance Improvement of Hot Mix Asphalt and Enhanced Applicability to Pavement Structure Thickness Design Using DAMA
(Drain Asphalt Modified Additive)

Jung-hoon, Jin*
* University of Incheon ITS. R.C. Researcher

2. Materials Selection

2.1 Aggregate Material
The main structural material investigated in this study was granite crushed aggregate of 19mm and 13mm size, and screenings, sand, and filler material was used also. The basic properties and the result of sieve test are shown in tables 1 and 2.



2.2
The composition of the additives

This study used DAMA, a kind of PMA, as an additive to enhance the quality of the asphalt mixture. DAMA is a minute particle composites of petroleum thermoplasticity resin(50±%), rubber particles obtained from high quality worn-out tires(CRM;45±%), and other materials (5±%). The characteristics of this additive is the easiness of its use in asphalt mixtures by using the simple method of mixing the thermoplasticity vinyl bag wrapped additive in the mixer at a regular asphalt concrete plant. When this additive is used in drain asphalt concrete pavement, it can greatly improve the binding of such pavements so as to be used in road pavement construction. The rubber particles chipped from worn-out tires have protective characteristics from ultraviolet rays and anti-oxidation. These and sound absorption and drainage properties greatly enhance the durability of porousness pavement so as to be used in high performance road pavements.

2.3 Asphalt Binder
The asphalt binder used in domestic asphalt pavement is AP-5 with penetration grading of AC 60-70 and is produced by S company in Korea. Table 3 shows its physical qualities.

¢Æ Table 3 Property of asphalt binder AP-5(AC 60-70) penetration graded asphalt cement

2.4 Experimental Hot Mix Asphalt
This study performed laboratory tests on asphalt mixtures produced by adding various quantities of DAMA to five kinds of HMA. The mixture types are shown in table 4.

¢Æ Table 4 Type of HMA
note) DAMA content is based on its weight percentage of the mixtures.
 

 


 

 

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