Quality Assessment of Milling Pavement Surface Using 3D Line Laser Technology
To ensure that a regular milled surface texture provides good bonding without residual distress, a new specification of milling surface assessment has been established for quantitatively evaluating the milled surface quality. This research explores the possibility of using three-dimensional (3D) las...
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Hindawi Limited
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doaj-e460749b8da04173a565c2172e4c95ff2020-11-25T01:43:05ZengHindawi LimitedJournal of Sensors1687-725X1687-72682018-01-01201810.1155/2018/13437521343752Quality Assessment of Milling Pavement Surface Using 3D Line Laser TechnologyBing Hui0Mu Guo1Xiaofang Liu2School of Highway, Chang’an University, Middle Section of Nan Erhuan Road, Xi’an City, Shaanxi Province, ChinaSchool of Highway, Chang’an University, Middle Section of Nan Erhuan Road, Xi’an City, Shaanxi Province, ChinaSchool of Highway, Chang’an University, Middle Section of Nan Erhuan Road, Xi’an City, Shaanxi Province, ChinaTo ensure that a regular milled surface texture provides good bonding without residual distress, a new specification of milling surface assessment has been established for quantitatively evaluating the milled surface quality. This research explores the possibility of using three-dimensional (3D) laser scanning technology to develop an algorithm to obtain a milled surface model that can measure evaluating indicators, milling depth and texture depth, and identify poorly milled areas. A case study was conducted by using a laser scanning vehicular system to collect 3D continuous pavement transverse profiles data in a 500 m long segment of Highway S107. The results show that the proposed method is very promising and can measure the milling depth and texture depth to effectively and quantitatively differentiate between good- (milling depth between 47 mm and 53 mm and texture depth exceeding 2 mm) and poor-quality work. Moreover, the poorly milled areas such as those with residual distress and unmilled areas that will lead to premature failure can also be identified using the proposed method. The proposed method can effectively support remilling work and ensure the quality of the overlay pavement.http://dx.doi.org/10.1155/2018/1343752 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Bing Hui Mu Guo Xiaofang Liu |
spellingShingle |
Bing Hui Mu Guo Xiaofang Liu Quality Assessment of Milling Pavement Surface Using 3D Line Laser Technology Journal of Sensors |
author_facet |
Bing Hui Mu Guo Xiaofang Liu |
author_sort |
Bing Hui |
title |
Quality Assessment of Milling Pavement Surface Using 3D Line Laser Technology |
title_short |
Quality Assessment of Milling Pavement Surface Using 3D Line Laser Technology |
title_full |
Quality Assessment of Milling Pavement Surface Using 3D Line Laser Technology |
title_fullStr |
Quality Assessment of Milling Pavement Surface Using 3D Line Laser Technology |
title_full_unstemmed |
Quality Assessment of Milling Pavement Surface Using 3D Line Laser Technology |
title_sort |
quality assessment of milling pavement surface using 3d line laser technology |
publisher |
Hindawi Limited |
series |
Journal of Sensors |
issn |
1687-725X 1687-7268 |
publishDate |
2018-01-01 |
description |
To ensure that a regular milled surface texture provides good bonding without residual distress, a new specification of milling surface assessment has been established for quantitatively evaluating the milled surface quality. This research explores the possibility of using three-dimensional (3D) laser scanning technology to develop an algorithm to obtain a milled surface model that can measure evaluating indicators, milling depth and texture depth, and identify poorly milled areas. A case study was conducted by using a laser scanning vehicular system to collect 3D continuous pavement transverse profiles data in a 500 m long segment of Highway S107. The results show that the proposed method is very promising and can measure the milling depth and texture depth to effectively and quantitatively differentiate between good- (milling depth between 47 mm and 53 mm and texture depth exceeding 2 mm) and poor-quality work. Moreover, the poorly milled areas such as those with residual distress and unmilled areas that will lead to premature failure can also be identified using the proposed method. The proposed method can effectively support remilling work and ensure the quality of the overlay pavement. |
url |
http://dx.doi.org/10.1155/2018/1343752 |
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