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Published byMadeleine Burgin Modified over 9 years ago
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Rick Collins (TxDOT)
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Historically segregation thought of as mechanical (gradation) phenomenon 1996 – WSDOT discovered thermal imaging could detect segregation Cold spots became low density areas 89 percent of locations with t > 25 F failed density uniformity criteria. Thermally segregated locations holding water (courtesy WSDOT)
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NCAT (2000) and TTI (2002) similarly found thermal uniformity suitable for detecting segregation NCAT – low severity segregation when t > 18 F TTI – when t > 25 F, TxDOT density uniformity requirements not met
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Existing methods using handheld IR devices already in place Pave-IR system developed through research collects full- coverage testing without operator attendance
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Moba Corporation refined and now manufactures Pave-IR. This device is commercially available Thermal profile and results available real time Desktop software for viewing data files and generating pdf report Thermal Profile View in Operacion Summary Results in Operacion Reviewing Thermal Profile with Desktop Software
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In 2010 the use of Pave- IR is now included in TxDOT Special Provision 341-024 Pave-IR automatically processes data and generates report Currently 12 Pave-IR systems purchased by Contractors and in use in Texas
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Sends pulses into pavement – non contact and high speed Reflections obtained at interfaces of materials with different electrical (dielectric) properties Traditionally used for thickness estimates and locating subsurface defects and section changes
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TxDOT has extensive experience using GPR and an active GPR program In-house software for data processing The amplitude of the Surface reflection is related to density of the HMA surface layer
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Plan Profile View of expected Air Void Distribution
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IR serves well as QC with real-time monitoring GPR serves as a QA check on completed projects IR Bar Installed in a Paver GPR Collecting Data
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