A Connected Vehicle Approach for Pavement Roughness Evaluation

dc.contributor.authorBridgelall, Raj
dc.contributor.organizationUpper Great Plains Transportation Institute
dc.date.accessioned2017-12-03T22:38:32Z
dc.date.available2017-12-03T22:38:32Z
dc.date.issued2014
dc.descriptionRaj Bridgelall is the program director for the Upper Great Plains Transportation Institute (UGPTI) Center for Surface Mobility Applications & Real-time Simulation environments (SMARTSeSM).en_US
dc.description.abstractConnected vehicles present an opportunity to monitor pavement condition continuously by analyzing data from vehicle-integrated position sensors and accelerometers. The current practice of characterizing and reporting ride-quality is to compute the international roughness index (IRI) from elevation profile or bumpiness measurements. However, the IRI is defined only for a reference speed of 80 kilometers per hour. Furthermore, the relatively high cost for calibrated instruments and specialized expertise needed to produce the IRI limit its potential for widespread use in a connected vehicle environment. This research introduces the road impact factor (RIF) which is derived from vehicle integrated accelerometer data. The analysis demonstrates that RIF and IRI are directly proportional. Simultaneous data collection with a laser-based inertial profiler validates this relationship. A linear combination of the RIF from different speed bands produces a time-wavelength-intensity-transform (TWIT) that, unlike the IRI, is wavelength-unbiased. Consequently, the TWIT enables low-cost, network-wide and repeatable performance measures at any speed. It can extend models that currently use IRI data by calibrating them with a constant of proportionality.en_US
dc.description.sponsorshipNorth Dakota Department of Transportation (NDDOT)en_US
dc.description.sponsorshipU.S. Department of Transportation (USDOT)en_US
dc.description.sponsorshipResearch and Innovative Technology Administration (RITA) under the Rural Transportation Research Initiativeen_US
dc.description.urihttps://www.ugpti.org/about/staff/viewbio.php?id=79
dc.identifier.citationBridgelall, R., "Connected Vehicle Approach for Pavement Roughness Evaluation," Journal of Infrastructure Systems, American Society of Civil Engineering, 20(1), pp. 1-6, 2014.en_US
dc.identifier.orcid0000-0003-3743-6652
dc.identifier.urihttps://hdl.handle.net/10365/26922
dc.language.isoen_USen_US
dc.rightsIn copyright. Permission to make this version available has been granted by the author and publisher.
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/
dc.subject.lcshTransportation.en_US
dc.subject.lcshPavements.en_US
dc.titleA Connected Vehicle Approach for Pavement Roughness Evaluationen_US
dc.typeArticleen_US
dc.typePreprinten_US
ndsu.collegeCollege of Business
ndsu.departmentTransportation and Logistics

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