Evaluation and Comparison of Real-Time Laser and Electric Sand-Patch Pavement Texture-Depth Measurement Methods

被引:20
作者
Hao, Xueli [1 ]
Sha, Aimin [2 ]
Sun, Zhaoyun [1 ]
Li, Wei [1 ]
Zhao, Haiwei [1 ]
机构
[1] Changan Univ, Sch Informat Engn, Xian 710061, Peoples R China
[2] Changan Univ, Minist Educ, Key Lab Special Area Highway Engn, Xian 710061, Peoples R China
基金
中国国家自然科学基金;
关键词
Asphalt pavement; Correlation; Real-time laser pavement texture meter; Sand patch method; Texture depth; STRUCTURED LIGHT; SURFACE; MACROTEXTURE;
D O I
10.1061/(ASCE)TE.1943-5436.0000842
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In order to measure the texture depth of asphalt pavement automatically and accurately, a data set generated by a real-time laser pavement texture meter (RLPTM) was realized, and a calculation method was developed. Three groups of experiments were designed and conducted to calibrate the measure results of the electric sand patch method (ESPM) to the ASTM sand patch method and compare the performance of the RLPTM with the ESPM. Experimental results showed that the correlation coefficient of the ESPM and sand patch method have reached up to 0.9830, indicating a good correlation. The RLPTM method had higher resolution (more significant figures) and better repeatability (lower coefficients of variation) than ESPM. The correlation coefficient between RLPTM and ESPM was 0.9207, demonstrating the good repeatability of the overall measurements. The absolute errors of the results obtained by RLPTM and ESPM were within 0.3mm. Further analysis indicated that results of RLPTM were slightly over predicted (slope value 1.0141) compared to that of ESPM, whereas results of ESPM were slightly under predicted (slope value 0.9823) to that of sand patch. Thus, results of RLPTM may come closer to ASTM sand patch data than ESPM data, indicating the high accuracy of RLPTM.
引用
收藏
页数:9
相关论文
共 34 条
[1]   Asphalt pavements surface texture and skid resistance - exploring the reality [J].
Ahammed, M. Alauddin ;
Tighe, Susan L. .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2012, 39 (01) :1-9
[2]  
[Anonymous], 2009, E2157 ASTM
[3]   Evaluating skid resistance of different asphalt concrete mixes [J].
Asi, Ibrahim M. .
BUILDING AND ENVIRONMENT, 2007, 42 (01) :325-329
[4]  
ASTM, 2006, E9651996 ASTM
[5]  
ASTM, 2009, E2380E2380M ASTM
[6]  
ASTM, 2009, E1845 ASTM
[7]   LASER AND SOUND SCANNER FOR NONCONTACT 3D VOLUME MEASUREMENT AND SURFACE TEXTURE ANALYSIS [J].
BHAT, SS ;
SMITH, DJ .
PHYSIOLOGICAL MEASUREMENT, 1994, 15 (01) :79-88
[8]   Influence of pavement macrotexture on PM10 emissions from paved roads: A controlled study [J].
China, Swarup ;
James, David E. .
ATMOSPHERIC ENVIRONMENT, 2012, 63 :313-326
[9]   Comparison of Laser-Based and Sand Patch Measurements of Pavement Surface Macrotexture [J].
China, Swarup ;
James, David E. .
JOURNAL OF TRANSPORTATION ENGINEERING, 2012, 138 (02) :176-181
[10]   Laser-triangulation device for in-line measurement of road texture at medium and high speed [J].
Cigada, Alfredo ;
Mancosu, Federico ;
Manzoni, Stefano ;
Zappa, Emanuele .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2010, 24 (07) :2225-2234