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Deterioration and Failure Mechanisms
Asphalt Pavement Deterioration and Failure Mechanisms April 5, 2018
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About Me West Virginia University Graduate Research Focus- Asphalt Technology Aviation Civil Associate- Michael Baker International
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Laboratory Performance Testing
1 Primary Distresses: Rutting and Fatigue Cracking 2 Performance Tests: APA, Dynamic Modulus, Flow Number, Fatigue 3 Proprietary Blend of Polyolefin and Aramid Fibers
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Rutting Consolidation of Mix Lateral movement of Aggregate
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Full Depth- Fatigue Block Cracking Causes Environment Loading
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Top- Down Fatigue Longitudinal- Wheel- Path Cracking Transverse Cracking
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Top- Down Fatigue
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Asphalt Pavement Analyzer
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Asphalt Mixture Performance Tester- AMPT
All- in- One Testing Device Tests Performed Dynamic Modulus Flow Number Fatigue
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Forta- Fi® Polyolefin and Aramid Fibers 400,000 psi Tensile Strength
¾” long monofilament 50% longer pavement life
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Our Results- West Virginia University
APA- No significant Difference
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Dynamic Modulus No Significant Difference
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Flow Number No Significant DIfference
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Fatigue
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Fatigue
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Arizona State Research
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Arizona State University Testing
Flow Number Testing
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Arizona State University Testing
Fatigue Testing
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More work needs to be done
Conclusion Primary Distresses Rutting Fatigue More work needs to be done
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QUESTIONS?
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