作者: Heriberto Pérez-Acebo , Alaitz Linares-Unamunzaga , Eduardo Rojí , Hernán Gonzalo-Orden
关键词: Surface finish 、 International Roughness Index 、 Pavement management 、 Coefficient of determination 、 Civil engineering 、 Materials science 、 Work (physics) 、 Dummy variable 、 Asphalt 、 Subbase (pavement)
摘要: Pavement performance models play a vital role in any pavement management system. The Regional Government of Biscay (RGB) (Spain) manages 1200 km road network and conducts data collections, including the International Roughness Index (IRI) values. aim paper is to develop an IRI model for two-lane roads with flexible until first maintenance and/or rehabilitation activity performed. Due huge amount available information, deterministic was selected. A literature review showed that, apart from age traffic volumes, structure key factor. Therefore, it decided analyze only stretches whose entire section known (surface layer + base subbase). Various variables related age, volumes employed materials were introduced as possible factors. multiple linear regression highest coefficient determination all significant included real cumulated heavy total thickness bituminous layers. As material surface could affect roughness progression, qualitative variable consider various materials. improved its accuracy, indicating that also influencing factor on evolution.