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            A paper

              ¢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

3.4 Wheel tracking test
Wheel tracking test is a lab simulation test to measure the property change of pavements under hot temperature and vehicle loads. It is designed for a speed experiment to be able to measure the depth of wheel digging by repetitive driving conditions. Thus, it can evaluate the dynamic stability of hot asphalt mixture. Wheel tracking test result is then displayed on the depth change and time (or number of loading) relation curve. From the curve, the rate of depth change per time is shown to be linear between 45 and 60 minutes of experiment. The rate of change during this 15 minute simulation interval is then termed to be RD (Rate of Deformation, mm/min). In addition, number of vehicle loading on the track to lower the depth of the pavement by 1 mm is termed to be DS(Dynamic Stability, number of loading per minute).
Equations 1 and 2 are used to obtain the rate of deformation and dynamic stability.

Eq. (1)
Eq. (2)
Here, RD(mm/min) ; Rate of Deformation = the rate of lowering of the pavement depth per minute during 15 minute interval of between 45 and 60 minutes after start of the test.
DS(numbers/mm) ; Dynamic Stability = the number of vehicles loading per unit depth change (mm) during 15 minute interval of between 45 and 60 minutes after the start of the test.
d60(mm) = rate of change at 60 minutes
d45(mm) = rate of change at 45 minutes.

This study employed wheel tracking test for the comparison test of resistibility to property change as indicated by the rate of deformation and dynamic stability by varying the amount of DAMA added to each HMA. The test results are summarized and depicted in table 10 and figures 15 and 16. Figure 17 shows increased dynamic stability with respect to the increased amount of DAMA. Figures 18 and 19 depicts the cross-sectional view of the experimental specimen after the wheel tracking.

¢Æ Table 10 Wheel tracking data




Figure 15
The graph dynamic stability



Figure 16
The graph rate of deformation



Figure 17
Increased dynamic stability with respect to the increased amount of DAMA

(a) Dense graded 19mm
(a) Dense graded 19mm (c)drain graded 19mm
(d) Superpave graded 19mm (e) SMA graded 19mm

Figure 18 After wheel tracking HMA cross-section(HMA Type)

(a) DAMA 0%
(b) DAMA 0.5% (c) DAMA 1%

Figure 19 After wheel tracking HMA cross-section(DAMA content)

 


 

 

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