Machine learning approach for predicting bridge components’ condition ratings

Information on bridge condition rating is critical to make decisions regarding rehabilitation or replacement of bridges. Currently, bridge components’ condition ratings are evaluated manually using inspection reports. Markov chain and Petri net models are most commonly used for predicting future val...

Full description

Bibliographic Details
Main Authors: Md. Manik Mia, Sabarethinam Kameshwar
Format: Article
Language:English
Published: Frontiers Media S.A. 2023-10-01
Series:Frontiers in Built Environment
Subjects:
Online Access:https://www.frontiersin.org/articles/10.3389/fbuil.2023.1254269/full
_version_ 1797663339851022336
author Md. Manik Mia
Sabarethinam Kameshwar
author_facet Md. Manik Mia
Sabarethinam Kameshwar
author_sort Md. Manik Mia
collection DOAJ
description Information on bridge condition rating is critical to make decisions regarding rehabilitation or replacement of bridges. Currently, bridge components’ condition ratings are evaluated manually using inspection reports. Markov chain and Petri net models are most commonly used for predicting future values of bridge parameters, however, applicability of these models for a regional or statewide portfolio of bridges may be limited. The existing data based models have low prediction accuracy. Hence, a data and machine learning based approach is presented herein for predicting the future condition values of major components—deck, superstructure and substructure—in a portfolio of bridges with an objective to develop a more accurate approach. National Bridge Inventory (NBI) was used to get information on current and past bridge components’ condition from year 1992–2019 along with other parameters such as ownership, maintenance responsibility and age. After selecting important parameters, this data was used to train three RUSBoost based random forest models for predicting future values of deck, superstructure, and substructure conditions, respectively. The prediction accuracy of the developed models were found above 93%, thereby addressing the limitation of poor prediction accuracy of the existing studies. Additionally, the uncertainties associated with the random forest based predictions were quantified at the regional level and for individual bridges. On-system concrete pre-cast slab units and steel I-beam bridges in Louisiana were selected to demonstrate the proposed approach and predict bridge components condition ratings for years 2020 and 2021.
first_indexed 2024-03-11T19:13:05Z
format Article
id doaj.art-657383b107bc476ca5dc79b66b9803b7
institution Directory Open Access Journal
issn 2297-3362
language English
last_indexed 2024-03-11T19:13:05Z
publishDate 2023-10-01
publisher Frontiers Media S.A.
record_format Article
series Frontiers in Built Environment
spelling doaj.art-657383b107bc476ca5dc79b66b9803b72023-10-09T09:18:38ZengFrontiers Media S.A.Frontiers in Built Environment2297-33622023-10-01910.3389/fbuil.2023.12542691254269Machine learning approach for predicting bridge components’ condition ratingsMd. Manik MiaSabarethinam KameshwarInformation on bridge condition rating is critical to make decisions regarding rehabilitation or replacement of bridges. Currently, bridge components’ condition ratings are evaluated manually using inspection reports. Markov chain and Petri net models are most commonly used for predicting future values of bridge parameters, however, applicability of these models for a regional or statewide portfolio of bridges may be limited. The existing data based models have low prediction accuracy. Hence, a data and machine learning based approach is presented herein for predicting the future condition values of major components—deck, superstructure and substructure—in a portfolio of bridges with an objective to develop a more accurate approach. National Bridge Inventory (NBI) was used to get information on current and past bridge components’ condition from year 1992–2019 along with other parameters such as ownership, maintenance responsibility and age. After selecting important parameters, this data was used to train three RUSBoost based random forest models for predicting future values of deck, superstructure, and substructure conditions, respectively. The prediction accuracy of the developed models were found above 93%, thereby addressing the limitation of poor prediction accuracy of the existing studies. Additionally, the uncertainties associated with the random forest based predictions were quantified at the regional level and for individual bridges. On-system concrete pre-cast slab units and steel I-beam bridges in Louisiana were selected to demonstrate the proposed approach and predict bridge components condition ratings for years 2020 and 2021.https://www.frontiersin.org/articles/10.3389/fbuil.2023.1254269/fullcondition ratingsrandom forestmachine learningLouisiana bridgesbootstrap uncertainties
spellingShingle Md. Manik Mia
Sabarethinam Kameshwar
Machine learning approach for predicting bridge components’ condition ratings
Frontiers in Built Environment
condition ratings
random forest
machine learning
Louisiana bridges
bootstrap uncertainties
title Machine learning approach for predicting bridge components’ condition ratings
title_full Machine learning approach for predicting bridge components’ condition ratings
title_fullStr Machine learning approach for predicting bridge components’ condition ratings
title_full_unstemmed Machine learning approach for predicting bridge components’ condition ratings
title_short Machine learning approach for predicting bridge components’ condition ratings
title_sort machine learning approach for predicting bridge components condition ratings
topic condition ratings
random forest
machine learning
Louisiana bridges
bootstrap uncertainties
url https://www.frontiersin.org/articles/10.3389/fbuil.2023.1254269/full
work_keys_str_mv AT mdmanikmia machinelearningapproachforpredictingbridgecomponentsconditionratings
AT sabarethinamkameshwar machinelearningapproachforpredictingbridgecomponentsconditionratings