Verification of Rut Depth Collected with the INO Laser Rut Measurement System: Executive Summary Report
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2011-11-01
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Edition:Executive summary report.
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Abstract:Since 1985, ODOT has been manually collecting rut ; depth data using a straight edge and dial gauge (S&G). This ; method is slow and dangerous to pavement condition raters ; when traffic control is not available. According to the ; Pavement Condition Rating (PCR) procedures, the rating ; team is instructed to stop at 1 mile intervals along the ; predetermined roadway section and evaluate a 100 ft (30.5 m) ; section of pavement. While this method may be sufficient in ; many cases, there is potential for raters to overlook short ; sections of deeper than typical rutting. Also, there have been ; numerous instances, according to ODOT Infrastructure ; Management workers, when the level of traffic prevented ; them from obtaining the necessary number of rut depth ; measurements to properly evaluate a pavement section. To ; solve this problem, ODOT purchased two inertial road ; profilers; one from Pathway Services and one from Dynatest. ; Both vehicles use rear-mounted INO Laser Rut Measurement ; Systems (LRMS). These systems utilize two 3D laser ; profilers and allow the collection of transverse road profiles ; and calculation of rut depth measurements while the vehicle ; is in motion, even at high speeds. With the LRMS, numerous ; rut measurements can be obtained at short intervals over the ; entire section in a much shorter period of time. The safety ; risk for the rating team is greatly reduced because they can ; obtain measurements without leaving the vehicle and without ; interfering with traffic flow.
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