Predicting casualty-accident count by highway design standards compliance

Compliance to standard has been the main doctrine in highway design, but its relationship with accident count has not been widely scrutinized. One of the key programs in road safety in Indonesia is road-worthiness test which assesses the compliance of a road to national design specifications and cri...

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Hauptverfasser: Arief Rizaldi, Vinayak Dixit, Anurag Pande, Rizky Adelwin Junirman
Format: Artikel
Sprache:English
Veröffentlicht: KeAi Communications Co., Ltd. 2017-09-01
Schriftenreihe:International Journal of Transportation Science and Technology
Schlagworte:
Online Zugang:http://www.sciencedirect.com/science/article/pii/S2046043017300187
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author Arief Rizaldi
Vinayak Dixit
Anurag Pande
Rizky Adelwin Junirman
author_facet Arief Rizaldi
Vinayak Dixit
Anurag Pande
Rizky Adelwin Junirman
author_sort Arief Rizaldi
collection DOAJ
description Compliance to standard has been the main doctrine in highway design, but its relationship with accident count has not been widely scrutinized. One of the key programs in road safety in Indonesia is road-worthiness test which assesses the compliance of a road to national design specifications and criteria. In light of current improvements in the crash data system in Indonesia, this study is carried out to develop a model to predict the accident count per type of crashes and to identify significant road features based on their compliance to a national standard. 272,200 km of arterial road in East Java North Corridor (EJNC) is selected as case study and 2012–2014 crash data is analyzed. Zero-Inflated Negative Binomial (ZINB) Model is preferred to develop crash prediction model with significant variables. This study has several findings. First, the constant values of the prediction model are relatively close to the average number of accident which implies that the mere compliance to current standard cannot warrant the safeness of Indoensian highways. Second, the number of median opening per unit length and disturbance level to pedestrian and road reserve area are the features that having positive relationships with total accident count. Meanwhile, the ROW disturbance, conformance of intersection and of road marking also show significant value but negative relationship with total accident count. Third, significant variables for each type of crash may have different sign. For example, in right angle crash, median width has positive relation with the number of accident, while in run off and rear end crash, median width compliance is shown to have negative relation.
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spelling doaj.art-9fb675f39a6a47a0b8a66c60a31bb0cf2023-09-02T18:13:09ZengKeAi Communications Co., Ltd.International Journal of Transportation Science and Technology2046-04302017-09-016317418310.1016/j.ijtst.2017.07.005Predicting casualty-accident count by highway design standards complianceArief Rizaldi0Vinayak Dixit1Anurag Pande2Rizky Adelwin Junirman3Ministry of Public Works of Indonesia, Jl. Pattimura No.20, Kebayoran Baru, Jakarta Selatan, IndonesiaSchool of Civil and Environmental Engineering, UNSW, Sydney, NSW 2052, AustraliaCivil & Environmental Engineering, Cal Poly State University, San Luis Obispo, CA 93407, United StatesInstitute of Road Engineering, Ministry of Public Works and Housing, Bandung 40163, IndonesiaCompliance to standard has been the main doctrine in highway design, but its relationship with accident count has not been widely scrutinized. One of the key programs in road safety in Indonesia is road-worthiness test which assesses the compliance of a road to national design specifications and criteria. In light of current improvements in the crash data system in Indonesia, this study is carried out to develop a model to predict the accident count per type of crashes and to identify significant road features based on their compliance to a national standard. 272,200 km of arterial road in East Java North Corridor (EJNC) is selected as case study and 2012–2014 crash data is analyzed. Zero-Inflated Negative Binomial (ZINB) Model is preferred to develop crash prediction model with significant variables. This study has several findings. First, the constant values of the prediction model are relatively close to the average number of accident which implies that the mere compliance to current standard cannot warrant the safeness of Indoensian highways. Second, the number of median opening per unit length and disturbance level to pedestrian and road reserve area are the features that having positive relationships with total accident count. Meanwhile, the ROW disturbance, conformance of intersection and of road marking also show significant value but negative relationship with total accident count. Third, significant variables for each type of crash may have different sign. For example, in right angle crash, median width has positive relation with the number of accident, while in run off and rear end crash, median width compliance is shown to have negative relation.http://www.sciencedirect.com/science/article/pii/S2046043017300187Highway standardAccident predictionArterialZero-Inflated Negative Binomial
spellingShingle Arief Rizaldi
Vinayak Dixit
Anurag Pande
Rizky Adelwin Junirman
Predicting casualty-accident count by highway design standards compliance
International Journal of Transportation Science and Technology
Highway standard
Accident prediction
Arterial
Zero-Inflated Negative Binomial
title Predicting casualty-accident count by highway design standards compliance
title_full Predicting casualty-accident count by highway design standards compliance
title_fullStr Predicting casualty-accident count by highway design standards compliance
title_full_unstemmed Predicting casualty-accident count by highway design standards compliance
title_short Predicting casualty-accident count by highway design standards compliance
title_sort predicting casualty accident count by highway design standards compliance
topic Highway standard
Accident prediction
Arterial
Zero-Inflated Negative Binomial
url http://www.sciencedirect.com/science/article/pii/S2046043017300187
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