2018
DOI: 10.1061/(asce)is.1943-555x.0000454
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Network-Level Pavement Structural Evaluation

Abstract: This paper addresses the use of traffic speed deflection devices for the structural evaluation of pavements at the network-level. At the heart of the decision making process is the pavement management system (PMS), which provides condition indices or scores for each pavement segment in the network. Current PMS are driven by distress and ride quality as key pavement condition indicators. Both merit emphasis within the PMS process, but another important indicator to making rational pavement investment decisions … Show more

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Cited by 20 publications
(46 citation statements)
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“…This testing frequency allows for the characterization of seasonal effects on FWD pavement responses that has been useful to the development of modern mechanical-empirical designs ( 44 , 46 ). MnROAD has also contributed toward the next generation of pavement condition devices, such as the rolling weight deflection vehicles and has hosted multiple FHWA calibration events, in which pavement management vehicles can be evaluated equally at one facility on a variety of pavement sections and surface textures ( 47 ).…”
Section: Significant Contributionsmentioning
confidence: 99%
“…This testing frequency allows for the characterization of seasonal effects on FWD pavement responses that has been useful to the development of modern mechanical-empirical designs ( 44 , 46 ). MnROAD has also contributed toward the next generation of pavement condition devices, such as the rolling weight deflection vehicles and has hosted multiple FHWA calibration events, in which pavement management vehicles can be evaluated equally at one facility on a variety of pavement sections and surface textures ( 47 ).…”
Section: Significant Contributionsmentioning
confidence: 99%
“…The calculated indices presented in this paper are the surface curvature index (SCI300) and the effective structural number (SN eff ). The SCI300 was temperature corrected using the method developed by Rada et al (11) whereas for SN eff the approach described in Lukanen et al (12) which corrects for center deflection is used. SCI300 thresholds to classify the pavement condition into good, fair, and poor were then determined based on a large database of simulated pavement sections by Rada et al (11) .…”
Section: Approachmentioning
confidence: 99%
“…The temperature-correction procedure used was developed by Rada et al ( 11 ). The procedure corrects for the strain at the bottom of the asphalt.…”
Section: Tsd Data Collection and Processingmentioning
confidence: 99%
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