The Development of Safety Performance Functions for Roundabouts in Amman, Jordan

It is now well established that crash occurrences at roadway segments or intersections are associated with a large variety of factors. Safety Performance Functions (SPF) are statistical models developed to predict crash frequencies for various design variables. In Jordan, almost half of all road cra...

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Main Authors: AL- Nabulsi Diana, Jadaan Khair
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2019/45/matecconf_ictle19_01006.pdf
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spelling doaj-dad4d62469604655adc63135f91cd8ec2021-04-02T09:42:25ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012960100610.1051/matecconf/201929601006matecconf_ictle19_01006The Development of Safety Performance Functions for Roundabouts in Amman, JordanAL- Nabulsi Diana0Jadaan Khair1Research Assistant, Civil Engineering Department, University of JordanProfessor, Civil Engineering Department, University of JordanIt is now well established that crash occurrences at roadway segments or intersections are associated with a large variety of factors. Safety Performance Functions (SPF) are statistical models developed to predict crash frequencies for various design variables. In Jordan, almost half of all road crashes occur at intersections, mostly in urban areas. There is a significant number of roundabouts throughout Amman which is increasing without evaluating their safety performance. To assess safety benefits of this kind of intersections, transportation professionals need the powerful statistical tool; the SPF. This study aims to develop SPFs for roundabouts in Amman. The models consider the crash frequency, traffic volume and geometric features of all the studied 20 roundabouts. The developed SPFs were statistically significant (R^2 = 0.91) .The findings of the study revealed that crash frequency has a strong relation with the AADT, roundabout entry angle-degrees, entry path radius, splitter radius, pedestrian crossing structure, inscribed diameter, central diameter, circulating width, entry width, number of circle legs. The developed SPFs are evaluated through a comparison with others from developed countries.https://www.matec-conferences.org/articles/matecconf/pdf/2019/45/matecconf_ictle19_01006.pdf
collection DOAJ
language English
format Article
sources DOAJ
author AL- Nabulsi Diana
Jadaan Khair
spellingShingle AL- Nabulsi Diana
Jadaan Khair
The Development of Safety Performance Functions for Roundabouts in Amman, Jordan
MATEC Web of Conferences
author_facet AL- Nabulsi Diana
Jadaan Khair
author_sort AL- Nabulsi Diana
title The Development of Safety Performance Functions for Roundabouts in Amman, Jordan
title_short The Development of Safety Performance Functions for Roundabouts in Amman, Jordan
title_full The Development of Safety Performance Functions for Roundabouts in Amman, Jordan
title_fullStr The Development of Safety Performance Functions for Roundabouts in Amman, Jordan
title_full_unstemmed The Development of Safety Performance Functions for Roundabouts in Amman, Jordan
title_sort development of safety performance functions for roundabouts in amman, jordan
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2019-01-01
description It is now well established that crash occurrences at roadway segments or intersections are associated with a large variety of factors. Safety Performance Functions (SPF) are statistical models developed to predict crash frequencies for various design variables. In Jordan, almost half of all road crashes occur at intersections, mostly in urban areas. There is a significant number of roundabouts throughout Amman which is increasing without evaluating their safety performance. To assess safety benefits of this kind of intersections, transportation professionals need the powerful statistical tool; the SPF. This study aims to develop SPFs for roundabouts in Amman. The models consider the crash frequency, traffic volume and geometric features of all the studied 20 roundabouts. The developed SPFs were statistically significant (R^2 = 0.91) .The findings of the study revealed that crash frequency has a strong relation with the AADT, roundabout entry angle-degrees, entry path radius, splitter radius, pedestrian crossing structure, inscribed diameter, central diameter, circulating width, entry width, number of circle legs. The developed SPFs are evaluated through a comparison with others from developed countries.
url https://www.matec-conferences.org/articles/matecconf/pdf/2019/45/matecconf_ictle19_01006.pdf
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