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General Issues an Asphalt Technology Longitudinal Joints
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I – 81 Pennsylvania April 2005
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I-84, New York April 2005
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I – 84 Connecticut April 2005
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Penna. Turnpike MP 94 - 99
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Industry MUST exercise more care in batching placing and compacting asphalt pavements The Port Authority of New York & New Jersey “Raise the bar or lose the work”
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This is the exception in Maryland, but
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Pave the first lane straight
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Compacting Unconfined Edges Unconfined edges may shove out First pass 6 - 12” from edge to develop lateral confinement Second pass slight overhang Compacted portion supports weight of drum
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Compacted Mat Uncompacted Mat Typical Overlap on Longitudinal Joints Thickness of Rolldown 25-35 mm
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Bump the joint
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Wedged Edge
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Longitudinal Joint Compaction Both drums on hot side first pass Force hot material against joint Hot Mat Cold Mat
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Longitudinal Joint
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Do We Need a Joint Density Specification or Prescription Specification ?
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