Evaluation of Pavement Smoothness with a Digital Surface Model (DSM)

被引:0
作者
Chang, Jia-Ruey [1 ]
Jhan, Jyun-Ping [2 ]
Lin, Kun-Hu [3 ]
Tseng, Chun-Chieh [4 ]
Yang, Po-Sen [5 ]
Wang, Chih-De [6 ]
Yu, Hsun-Chiao [7 ]
机构
[1] Natl Ilan Univ, Grad Inst Architecture & Sustainable Planning, Yilan, Taiwan
[2] Natl Taiwan Univ Sci & Technol, Taiwan Bldg Technol Ctr, Taipei, Taiwan
[3] Taipei City Govt, Publ Work Dept, New Construct Off, Taipei, Taiwan
[4] Taipei City Govt, Publ Work Dept, Taipei, Taiwan
[5] Surpass Technol Co Ltd, Hangzhou, Peoples R China
[6] St Dong Bldg Prod & Serv Inc, Beijing, Peoples R China
[7] Sunrise Geomat Co Ltd, Tainan, Taiwan
来源
13TH INTERNATIONAL CONFERENCE ON ROAD AND AIRFIELD PAVEMENT TECHNOLOGY 2023 | 2023年
关键词
smoothness; international roughness index; digital surface model; intelligent road survey vehicle; dense point-cloud; orthoimage; ProVAL;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The evaluation of pavement smoothness and the calculation of smoothness index require the pavement profile. Among the techniques to obtain the profile, those with high profile accuracy are poor in efficiency; those with high profile efficiency is poor in accuracy. Furthermore, if the correct three-dimensional profile of the overall pavement can be obtained by photogrammetry, the smoothness can be assessed in a more comprehensive and efficient manner. This study reviewed smoothness measurement and digital surface models (DSM), and developed an intelligent road survey vehicle (IRSV). Firstly, a 100-m standard section was established by road and level. Then, the developed IRSV was driven to obtain images of the overall pavement within the three-lane width range including the left and right lanes of the vehicle's lane. After dense point-cloud matching of the images, a DSM was obtained. Three survey profiles of the standard section were extracted from the DSM, and ProVAL 3.60 was used to calculate the international roughness index (IRI) of these three survey profiles. Then, an institution accredited by Taiwan Accreditation Foundation used a walking profiler to obtain the profiles and IRIs for the three survey profiles for comparison purposes. The findings show that the ability of the IRSV to obtain the pavement profile is successfully verified.
引用
收藏
页码:321 / 337
页数:17
相关论文
共 19 条
[1]  
ARRB Systems, 2022, Walking Profiler G3
[2]  
ASTM, 2020, Standard Terminology Relating to Vehicle-Pavement Systems
[3]  
Chang JR, 2006, J TEST EVAL, V34, P83
[4]  
Chatti K., 2012, NCHRP Report 720
[5]   A FEASIBILITY STUDY ON USE OF GENERIC MOBILE LASER SCANNING SYSTEM FOR DETECTING ASPHALT PAVEMENT CRACKS [J].
Chen, Xingu ;
Li, Jonathan .
XXIII ISPRS CONGRESS, COMMISSION I, 2016, 41 (B1) :545-549
[6]   Assessing of the Road Pavement Roughness by Means of LiDAR Technology [J].
De Blasiis, Maria Rosaria ;
Di Benedetto, Alessandro ;
Fiani, Margherita ;
Garozzo, Marco .
COATINGS, 2021, 11 (01) :1-19
[7]  
Federal Highway Administration (FHWA), 2006, Priority, Market-Ready Technologies and Innovations: Pavement Smoothness Methodologies
[8]  
Federal Highway Administration (FHWA), 2016, FHWAHIF- 16-032
[9]  
[高仁强 Gao Renqiang], 2018, [应用基础与工程科学学报, Journal of Basic Science and Engineering], V26, P681
[10]  
Hsieh Y. Z., 2003, Taiwan Geoscience Portal