Repeatability in Crack Data Collection on Flexible Pavements: Comparison between Surveys Using Video Cameras, Laser Cameras, and a Simplified Manual Survey-Reference-Cited by-同舟云学术

Repeatability in Crack Data Collection on Flexible Pavements: Comparison between Surveys Using Video Cameras, Laser Cameras, and a Simplified Manual Survey

Published:2005-07 Issue:7 Volume:131 Page:552-562
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Offrell Petra¹²³,Sjögren Leif¹²³,Magnusson Rolf¹²³

Affiliation:

1. Ramboll RST, Isbergs Gata 3, SE-211 19, Malmö, Sweden. E-mail:

2. Swedish Road and Transport Research Institute (VTI), SE-581 95 Linköping, Sweden. E-mail:

3. Dalarna Univ., SE-781 88 Borlänge, Sweden. E-mail:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282005%29131%3A7%28552%29

Reference19 articles.

1. Arnberg P. W. Burke M. W. Magnusson G. Oberholtzer R. Råhs K. and Sjögren L. (1991). “The laser RST: Current status.” Rep. 372A:6 Swedish Road and Transport Research Institute (VTI) Linköpine Sweden 161–203.

2. Burke M. W. Arnberg P. W. and Råhs K. (1991). “PAVUE: A real-time pavement distress analyzer.” Rep . 372A:6 Swedish Road and Transport Research Institute (VTI) Linköping Sweden 161–203.

3. European Commission Directorate General Transport. (1997a). “Long term performance of road pavements—final report of the action.” COST 324 Brussels Belgium.

4. European Commission Directorate General Transport. (1997b). “New pavement monitoring equipment and methods—final report of the action.” COST 325 Brussels Belgium.

5. Goodman S. N. (2001). “Assessing variability of surface distress surveys in Canadian Long-Term Pavement Performance Program.” Transp. Res. Rec. 1764 Transportation Research Board Washington D.C.

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