Deflection Based Condition Assessment For Rolling Wheel Deflectometer At Network Level
The Rolling Wheel Deflectometer (RWD) is capable of measuring pavement deflection at high speeds without traffic interruption or compromising safety along tested road segments. To optimize the use of RWD at the network level, an assessment tool is needed to incorporate RWD data into current Pavement...
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ndltd-LSU-oai-etd.lsu.edu-etd-06102013-1541442013-06-23T03:24:09Z Deflection Based Condition Assessment For Rolling Wheel Deflectometer At Network Level Dasari, Karthik Venkatesh Civil & Environmental Engineering The Rolling Wheel Deflectometer (RWD) is capable of measuring pavement deflection at high speeds without traffic interruption or compromising safety along tested road segments. To optimize the use of RWD at the network level, an assessment tool is needed to incorporate RWD data into current Pavement Management System (PMS) and to identify pavements in need of maintenance or rehabilitation. The objective of this study is to present the development of a screening tool, referred to as the pavement assessment triangular model, to predict pavement overall conditions based on RWD deflection, roughness measurements, and surface conditions as described by the Pavement Condition Index (PCI). Formulation of the proposed tool and its application were based on data collected during evaluation and testing of RWD in Louisiana. The relationship among SN, deflections and pavement distresses were also investigated to better understand the screening tool. Based on the analysis presented in this study, the proposed pavement assessment triangular model may be used at the network level to identify deficient pavement sections. Elseifi, Mostafa Mohammad, Louay Shin, Hak Chul LSU 2013-06-22 text application/pdf http://etd.lsu.edu/docs/available/etd-06102013-154144/ http://etd.lsu.edu/docs/available/etd-06102013-154144/ en unrestricted I hereby certify that, if appropriate, I have obtained and attached herein a written permission statement from the owner(s) of each third party copyrighted matter to be included in my thesis, dissertation, or project report, allowing distribution as specified below. I certify that the version I submitted is the same as that approved by my advisory committee. I hereby grant to LSU or its agents the non-exclusive license to archive and make accessible, under the conditions specified below and in appropriate University policies, my thesis, dissertation, or project report in whole or in part in all forms of media, now or hereafter known. I retain all other ownership rights to the copyright of the thesis, dissertation or project report. I also retain the right to use in future works (such as articles or books) all or part of this thesis, dissertation, or project report. |
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en |
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Others
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Civil & Environmental Engineering |
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Civil & Environmental Engineering Dasari, Karthik Venkatesh Deflection Based Condition Assessment For Rolling Wheel Deflectometer At Network Level |
description |
The Rolling Wheel Deflectometer (RWD) is capable of measuring pavement deflection at high speeds without traffic interruption or compromising safety along tested road segments. To optimize the use of RWD at the network level, an assessment tool is needed to incorporate RWD data into current Pavement Management System (PMS) and to identify pavements in need of maintenance or rehabilitation. The objective of this study is to present the development of a screening tool, referred to as the pavement assessment triangular model, to predict pavement overall conditions based on RWD deflection, roughness measurements, and surface conditions as described by the Pavement Condition Index (PCI). Formulation of the proposed tool and its application were based on data collected during evaluation and testing of RWD in Louisiana. The relationship among SN, deflections and pavement distresses were also investigated to better understand the screening tool. Based on the analysis presented in this study, the proposed pavement assessment triangular model may be used at the network level to identify deficient pavement sections. |
author2 |
Elseifi, Mostafa |
author_facet |
Elseifi, Mostafa Dasari, Karthik Venkatesh |
author |
Dasari, Karthik Venkatesh |
author_sort |
Dasari, Karthik Venkatesh |
title |
Deflection Based Condition Assessment For Rolling Wheel Deflectometer At Network Level |
title_short |
Deflection Based Condition Assessment For Rolling Wheel Deflectometer At Network Level |
title_full |
Deflection Based Condition Assessment For Rolling Wheel Deflectometer At Network Level |
title_fullStr |
Deflection Based Condition Assessment For Rolling Wheel Deflectometer At Network Level |
title_full_unstemmed |
Deflection Based Condition Assessment For Rolling Wheel Deflectometer At Network Level |
title_sort |
deflection based condition assessment for rolling wheel deflectometer at network level |
publisher |
LSU |
publishDate |
2013 |
url |
http://etd.lsu.edu/docs/available/etd-06102013-154144/ |
work_keys_str_mv |
AT dasarikarthikvenkatesh deflectionbasedconditionassessmentforrollingwheeldeflectometeratnetworklevel |
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1716589630701174784 |