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Bridge CNN defect prediction models using existing image data

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dc.contributor.author Kemp, Lana
dc.contributor.author Roux, Michael P
dc.contributor.author Steyn, WJvdM
dc.date.accessioned 2023-01-27T06:13:41Z
dc.date.available 2023-01-27T06:13:41Z
dc.date.issued 2022-11
dc.identifier.citation Kemp, L., Roux, M.P. & Steyn, W. 2022. Bridge CNN defect prediction models using existing image data. http://hdl.handle.net/10204/12587 . en_ZA
dc.identifier.uri http://hdl.handle.net/10204/12587
dc.description.abstract In South Africa, it is a requirement for all road agencies to conduct principal visual inspections of all bridge structures every five years. Smaller municipalities do not always have the necessary funds available for principal bridge inspections, resulting in either bridge inspections not being executed, or inspections being done by unqualified people. This paper intends to investigate the possibility of using existing bridge inventory and inspection image data to develop Convolutional Neural Network (CNN) models to predict and classify bridge defects autonomously. This research aims to improve the quality of bridge inspections and condition ratings assigned to defects to be more consistent and not reliant on human subjectivity. These models could ultimately be used for quality control in a Bridge Management System (BMS). The CSIR STRUMAN BMS contains inspection and inventory images captured during principal visual bridge inspections. As a proof-of-concept, bridge roadway joints were considered. 600 images of bridge roadway joints captured in the system were classified according to Defect and No Defect datasets. Different CNN classification models were developed to predict whether an image of a bridge roadway joint contained a defect or not. The image datasets were used to train, validate, and test the performance of the CNN models. The performance of the CNN models was evaluated using a Confusion Matrix and Classification report to select the best-performing model. In conclusion, the selected model was evaluated when introduced to new unseen images. The best performing CNN model utilised transfer learning and data augmentation to predict with 95% accuracy from images if a bridge roadway joint had a defect and with 65% accuracy if the bridge roadway joint had no defect. en_US
dc.format Fulltext en_US
dc.language.iso en en_US
dc.relation.uri https://abc2022.com.au/wp-content/uploads/2022/11/ABC-Delegate-Program-14.11.22V1.pdf en_US
dc.source 11th Austroads Bridge Conference, Adelaide Convention Centre, 15-18 November 2022 en_US
dc.subject Bridge inspections en_US
dc.subject CNN Models en_US
dc.subject Defect Prediction en_US
dc.subject Bridge Management System en_US
dc.subject BMS en_US
dc.title Bridge CNN defect prediction models using existing image data en_US
dc.type Conference Presentation en_US
dc.description.pages 14pp en_US
dc.description.note Paper presented at the 11th Austroads Bridge Conference, Adelaide Convention Centre, 15-18 November 2022 en_US
dc.description.cluster Smart Mobility en_US
dc.description.impactarea Transport Infrastructure Management en_US
dc.identifier.apacitation Kemp, L., Roux, M. P., & Steyn, W. (2022). Bridge CNN defect prediction models using existing image data. http://hdl.handle.net/10204/12587 en_ZA
dc.identifier.chicagocitation Kemp, Lana, Michael P Roux, and WJvdM Steyn. "Bridge CNN defect prediction models using existing image data." <i>11th Austroads Bridge Conference, Adelaide Convention Centre, 15-18 November 2022</i> (2022): http://hdl.handle.net/10204/12587 en_ZA
dc.identifier.vancouvercitation Kemp L, Roux MP, Steyn W, Bridge CNN defect prediction models using existing image data; 2022. http://hdl.handle.net/10204/12587 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Kemp, Lana AU - Roux, Michael P AU - Steyn, WJvdM AB - In South Africa, it is a requirement for all road agencies to conduct principal visual inspections of all bridge structures every five years. Smaller municipalities do not always have the necessary funds available for principal bridge inspections, resulting in either bridge inspections not being executed, or inspections being done by unqualified people. This paper intends to investigate the possibility of using existing bridge inventory and inspection image data to develop Convolutional Neural Network (CNN) models to predict and classify bridge defects autonomously. This research aims to improve the quality of bridge inspections and condition ratings assigned to defects to be more consistent and not reliant on human subjectivity. These models could ultimately be used for quality control in a Bridge Management System (BMS). The CSIR STRUMAN BMS contains inspection and inventory images captured during principal visual bridge inspections. As a proof-of-concept, bridge roadway joints were considered. 600 images of bridge roadway joints captured in the system were classified according to Defect and No Defect datasets. Different CNN classification models were developed to predict whether an image of a bridge roadway joint contained a defect or not. The image datasets were used to train, validate, and test the performance of the CNN models. The performance of the CNN models was evaluated using a Confusion Matrix and Classification report to select the best-performing model. In conclusion, the selected model was evaluated when introduced to new unseen images. The best performing CNN model utilised transfer learning and data augmentation to predict with 95% accuracy from images if a bridge roadway joint had a defect and with 65% accuracy if the bridge roadway joint had no defect. DA - 2022-11 DB - ResearchSpace DP - CSIR J1 - 11th Austroads Bridge Conference, Adelaide Convention Centre, 15-18 November 2022 KW - Bridge inspections KW - CNN Models KW - Defect Prediction KW - Bridge Management System KW - BMS LK - https://researchspace.csir.co.za PY - 2022 T1 - Bridge CNN defect prediction models using existing image data TI - Bridge CNN defect prediction models using existing image data UR - http://hdl.handle.net/10204/12587 ER - en_ZA
dc.identifier.worklist 26273 en_US


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