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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

3. Laboratory Test Methods and Results

3.1 Marshall Test
The purpose of Marshall test (ASTM D 1559, KS F 2337) is to measure the stability and flow of hot mixasphalt hardened at standard laboratory strength. Marshall test is also used to decide on the content (percentage composition) of asphalt binder as in Marshall mixture design method as well as the quality management of asphalt mixtures.
The test is performed by loading the weight test at 50mm/min on a cylindrical specimen of 101.6mm( 4 inch) diameter and 63.5mm height and by measuring the maximum load at the point of destruction of the specimen and the compressed height through semi-circle loading head. During the test, the temperature of the test specimen is maintained at 60? ¡É to simulate the worst situation of the maximum temperature on hot mix asphalt pavement during summer. Figure 1 depicts the Marshall testing instrument, and table 7 shows the result of the test. Figures 2 and 3 show the graph of Marshall stability and the flow value, respectively. Figures 4 and 5 exhibit the change with respect to the amount of DAMA mixed in the asphalt mixture.

Figure 1 Marshall testing instrument

¢Æ Table 7 The results of Marshall test



Figure 2 The graph of Marshall stability............... Figure 3 The graph of flow value





Figure 4 Marshall stability by the change with respect to the amount of DAMA mixed




Figure 5
Marshall flow value by the change with respect to the amount of DAMA content
 

 


 

 

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