keynote address - Australian Asphalt Pavement Association

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No RAPN5-0%RAPPG67-22RAP Sections94.8%Moderate RAPW4-20%RAPPG67-2293.9% 9%W3-20%RAPPG76-2292.0%High RAPW5-45%RAPPG58-28E5-45%RAPPG67-22E6-45%RAPPG76-2295.3% 94.0% 95.5%E7-45%RAPPG76-22+Sasobit96.0%44
Mix QC SummariesMix Virgin Control 20% RAP 45% RAPNMAS 12.5 12.5 12.5Pb 5.8% 5.6 – 5.8% 4.9 – 5.1%Va 2.9% 1.9 – 2.1% 1.7 – 3.6%VMA 15.9% 14.2 – 14.5% 12.5 – 13.9%VFA 82% 85 – 87% 74 – 86%In-PlaceDensity95% 92 – 94% 94 – 96%45
Page 6 and 7: Intermediate Mixes: % RAP Allowed0%
Page 8: Asphalt Recycling in the USA• Asp
Page 13 and 14: RubbleRejected MixMultiple Source R
Page 15 and 16: Crushed RAP PileOne-size-fits-all a
Page 17 and 18: Variability of RAPTrue or False?•
Page 19 and 20: ICAR‐401‐1/98Based on stockpile
Page 21 and 22: More Information onRAP Variability
Page 23 and 24: Fractionated vs. non Fractionated23
Page 25 and 26: Barriers to Increasing RAP25
Page 28 and 29: LTPP SPS‐5: RAP vs. Virgin• Fou
Page 33: More Transverse Crackingin Recycled
Page 36 and 37: Barriers to Increasing RAP36
Page 38 and 39: RAP Nomograph‐ High PG Temp.gh Te
Page 40 and 41: EPc*−1⎡ VMA⎡ ⎛ VMA ⎞ *
Page 42 and 43: NCAT Test Track RAP Study42
Page 46 and 47: Field Performance46
Page 48 and 49: Performance Observations• Very lo
Page 50 and 51: Limitations of the2006 Test Track R
Page 52 and 53: Supply of RAP• Stable 51%• Decl
Page 54 and 55: How Much RAP Could Be UsedPer rcent
Page 56 and 57: Summary• Many highway agencies ar

keynote address - Australian Asphalt Pavement Association

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