HMA Longitudinal Joint Evaluation and Construction - TSP2

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HMA Longitudinal Joint Evaluation and Construction - TSP2

HMA Longitudinal Joint Evaluation and Construction - TSP2

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Nuclear Density<br />

Density –T166 / Absorption<br />

Permeability / Infiltration<br />

Density –T331

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Nuclear Density Density –T166 / Absorption Permeability / Infiltration Density –T331

• 2 Projects • 500 ft sections for each of 8 methods • 3 locations in each section M 5’ 12H 6H 6” 12” 12” 6” 6C J 12C

Page 1 and 2: Stacy G. Williams, Ph.D., P.E. Univ
Page 4: • Low Density • Permeability
Page 9: • Bond cold and hot side of joint
Page 16 and 17: • Same as used for mainline pavin
Page 18 and 19: Hot Lane Cold Lane
Page 22 and 23: Nuclear Density Density, % 94 92 90
Page 24 and 25: 94 Core Density - T331 T331 Density
Page 26 and 27: 8000 Field Permeability k, cm/s x 1
Page 28 and 29: • Construction method - significa
Page 30 and 31: Density vs. Absorption Absorption,
Page 32 and 33: 2000 Density vs. Infiltration 1800
Page 34 and 35: • Joint Heater • Joint Bond •
Page 36 and 37: • Field measures better able to d
Page 38: • Leela Bhupathiraju • Alex Lue