Use of Digital Image Modeling for Evaluation of Concrete Pavement Macrotexture and Wear

被引:10
作者
Amarasiri, Saumya [1 ,2 ]
Gunaratne, Manjriker [1 ]
Sarkar, Sudeep [3 ]
机构
[1] Univ S Florida, Dept Civil & Environm Engn, Tampa, FL 33620 USA
[2] Radise Int, Riviera Beach, FL 33404 USA
[3] Univ S Florida, Dept Comp Sci & Engn, Tampa, FL 33620 USA
基金
美国国家航空航天局;
关键词
BRDF; Texture; Skid-resistance; Reflection; Pavement;
D O I
10.1061/(ASCE)TE.1943-5436.0000347
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Modeling of the pavement image formation process by using reflection properties of macrotexture showed that digital images of concrete pavements can be used to monitor pavement wear. The specific optical characteristics of images and the optimum camera settings that can be used for this purpose were determined by theoretically formulating the Bidirectional Reflection Distribution Function (BRDF) of surface texture with uniform color. In the analytical phase of the study, desired levels of pavement texture were generated by combining a series of 3D sine surfaces of varying wavelengths and amplitudes. The optimum specular settings of the overhead point light source and the digital area-scan camera for effective highlighting of the imaged wheel path macrotexture were determined with an analytical formulation on the basis of a simplistic and physically meaningful BRDF model. It was also shown that the images obtained by the theoretical formulation closely resemble those captured from a similarly textured experimental surface under identical lighting and imaging conditions. In particular, the pavement image formation model revealed that quantifiable changes in the brightness of images do occur because of changes in texture depth and spacing (wavelength). In the next phase of the study, the traffic-induced pavement wearing process was simulated by gradual smoothening of the modeled surfaces, and then images corresponding to each wearing stage were generated. The theoretically predicted variation of the image brightness resulting from wear was experimentally verified by using images from a gradually worn-out concrete specimen. Finally, it was illustrated how the brightness evaluation of wheel path images has the potential to be a screening tool to monitor the degradation of macrotexture and, hence, the skid-resistance of pavements at the network-level. DOI: 10.1061/(ASCE)TE.1943-5436.0000347. (C) 2012 American Society of Civil Engineers.
引用
收藏
页码:589 / 602
页数:14
相关论文
共 34 条
[1]  
Amarasiri S. P., 2010, P 89 TRANSP RES BOAR
[2]  
Amarasiri S. P., 2008, P 87 TRANSP RES BOAR
[3]  
[Anonymous], 2008, DSC111
[4]  
ASTM, 2009, E215701 ASTM
[5]  
ASTM, 2009, E27406 ASTM
[6]  
*ASTM, 2008, E30393 ASTM
[7]  
ASTM, 2009, E191109A ASTM
[8]  
ASTM, 2009, E184501 ASTM
[9]  
ASTM, 2009, E196003 ASTM
[10]  
Balmer G. G., 1978, TRANSPORT RES REC, V666, P1