| contributor author | Juan de Oña | |
| contributor author | Laura Garach | |
| contributor author | Francisco Calvo | |
| contributor author | Teresa García-Muñoz | |
| date accessioned | 2017-05-08T22:02:37Z | |
| date available | 2017-05-08T22:02:37Z | |
| date copyright | March 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29up%2E1943-5444%2E0000035.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/69655 | |
| description abstract | According to different studies, speed reduction is considered one of the major factors in contributing road safety. For that reason, several guidelines have been recommended for maximum desirable speed reductions from tangents to horizontal curves and for maximum differentials between design and operating speeds on horizontal curves. The Interactive Highway Safety Design Model (IHSDM) Design Consistency Module presents an analysis of the relationship between speed reduction and crashes for horizontal curves on U.S. two-lane rural highways. This paper presents the relationship between speed reduction and crashes for horizontal curves on Spanish two-lane rural roads. A model for using regression analysis to predict crashes is presented. Exposure, curve length (CL), and difference in 85th-percentile speeds ( | |
| publisher | American Society of Civil Engineers | |
| title | Relationship between Predicted Speed Reduction on Horizontal Curves and Safety on Two-Lane Rural Roads in Spain | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 3 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)TE.1943-5436.0000624 | |
| tree | Journal of Transportation Engineering, Part A: Systems:;2014:;Volume ( 140 ):;issue: 003 | |
| contenttype | Fulltext | |
