Implementation of Deep Neural Networks for Pavement Condition Index PredictionSource: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 148 ):;issue: 001::page 04021070DOI: 10.1061/JPEODX.0000333Publisher: ASCE
Abstract: Pavement condition index (PCI) is commonly used in pavement management systems (PMS) for indicating the extent of the distresses on the pavement surface. PCI values are a function of distress type, severity, and density. Artificial neural network (ANN) techniques have successfully modeled the performance of in-service pavements, due to their efficiency in predicting and solving nonlinear relationships and dealing with uncertain large amounts of data. Aiming to investigate and examine the efficiency and reliability of ANN models, this paper develops and trains a deep ANN (DNN) model to predict the PCI values and compares the DNN model performance against conventional prediction methods, such as linear and nonlinear regression. Several models with different hyperparameters and architecture were developed and trained using 536,848 samples and tested on 134,212 samples. The root mean square error (RSME) of the tested DNN model is significantly superior to the best fitted linear and nonlinear regression models. In line with the literature, the most influencing variables for PCI prediction are distresses related to alligator cracking, swelling, rutting, and potholes. These findings suggest that DNN models could be incorporated into the PMS for PCI determination.
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| contributor author | Mai Sirhan | |
| contributor author | Shlomo Bekhor | |
| contributor author | Arieh Sidess | |
| date accessioned | 2022-05-07T20:41:37Z | |
| date available | 2022-05-07T20:41:37Z | |
| date issued | 2021-10-25 | |
| identifier other | JPEODX.0000333.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4282766 | |
| description abstract | Pavement condition index (PCI) is commonly used in pavement management systems (PMS) for indicating the extent of the distresses on the pavement surface. PCI values are a function of distress type, severity, and density. Artificial neural network (ANN) techniques have successfully modeled the performance of in-service pavements, due to their efficiency in predicting and solving nonlinear relationships and dealing with uncertain large amounts of data. Aiming to investigate and examine the efficiency and reliability of ANN models, this paper develops and trains a deep ANN (DNN) model to predict the PCI values and compares the DNN model performance against conventional prediction methods, such as linear and nonlinear regression. Several models with different hyperparameters and architecture were developed and trained using 536,848 samples and tested on 134,212 samples. The root mean square error (RSME) of the tested DNN model is significantly superior to the best fitted linear and nonlinear regression models. In line with the literature, the most influencing variables for PCI prediction are distresses related to alligator cracking, swelling, rutting, and potholes. These findings suggest that DNN models could be incorporated into the PMS for PCI determination. | |
| publisher | ASCE | |
| title | Implementation of Deep Neural Networks for Pavement Condition Index Prediction | |
| type | Journal Paper | |
| journal volume | 148 | |
| journal issue | 1 | |
| journal title | Journal of Transportation Engineering, Part B: Pavements | |
| identifier doi | 10.1061/JPEODX.0000333 | |
| journal fristpage | 04021070 | |
| journal lastpage | 04021070-11 | |
| page | 11 | |
| tree | Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 148 ):;issue: 001 | |
| contenttype | Fulltext |