Study of the Sand Patch and Outflow Meter Methods of Pavement Surface Texture Measurement

2009 ◽  
pp. 42-42-20 ◽  
Author(s):  
RN Doty
Keyword(s):  
Surface Texture ◽  
Texture Measurement ◽  
Pavement Surface ◽  
Sand Patch

High-Speed Noncontact Profiling of Pavement Surface Texture and Its Significance

1986 ◽  
Vol 108 (3) ◽  
pp. 455-461
Author(s):  
J. C. Wambold ◽  
J. J. Henry
Keyword(s):  
Surface Texture ◽  
High Speed ◽  
Large Scale ◽  
Vision System ◽  
Small Scale ◽  
Skid Resistance ◽  
Texture Measurement ◽  
Pavement Surface ◽  
Texture Characteristics ◽  
Regression Techniques

It is generally agreed that the friction between a tire and a wet pavement (skid resistance) is controlled by the surface texture characteristics. Therefore, by measuring the relevant parameters describing texture, or by measuring a physical process dependent on texture, regression techniques can be used to relate skid resistance to the chosen texture parameter or process. Two scales of texture are of particular importance: microtexture (small-scale asperities) and macrotexture (large-scale asperities). This paper describes work performed to: (1) review candidate macrotexture and microtexture measurement methods that can be made at highway speeds (at or about 64 km/h [40 mph]), which are presently used or have potential for use in pavement texture measurement; (2) design and build a prototype of the most promising method; and (3) evaluate the effects of pavement surface texture on skid resistance. A prototype noncontact vision system that makes texture measurements at highway speeds was developed, and several improvements were made to upgrade the system to provide an improved prototype. Both hardware and software enhancements have yielded a texture measurement system that can obtain pavement macrotexture data in a fast, efficient, and reliable way.

scholarly journals Korelasi Skid Resistance dengan Kedalaman Tekstur pada Permukaan Perkerasan Lentur

2016 ◽  
Vol 22 (2) ◽  
pp. 109
Author(s):  
Indra Jaya Pandia ◽  
Adina Sari Lubis ◽  
Andy Putra Rambe
Keyword(s):  
Surface Texture ◽  
Coefficient Of Determination ◽  
Skid Resistance ◽  
Textured Surface ◽  
Positive Correlation ◽  
The Road ◽  
Pavement Surface ◽  
Significant Yield ◽  
Sand Patch ◽  
Resistance Value

Skid Resistance is the force generated between the pavement surface and vehicle’s tires to resist the vehicle advance motion when braking. In this research the correlation between skid resistance value and texture depth on the pavement surface will be determined. The skid resistance value determined by using the British Pendulum Tester (BPT) and to determine the texture depth used Sand Patch Method. The research is conducted directly on a macro textured surface with two methods. The first method is applied on Ngumban Surbakti Road where the samples tested with the same distance from the edge of the pavement along the road; The second method is applied on Jend. Sudirman Road where the samples tested with specific distances from the edge of the pavement until the median. From the results of the analysis, there are some conclusions: (1) there is a positive correlation between the texture depth and skid resistance with a coefficient of determination (R2) = 0.028 on Ngumban Surbakti Road and (R2) = 0.191 on  Jend. Sudirman Road;(2) the increase of skid resistance value is directly proportional to the increase of surface texture depth value; and (3) the different methods did not cause significant yield differences.

Surface Texture Measurement with Profile Method Using Six-Axis Coordinate Measuring Machine

2021 ◽  
Vol 410 ◽  
pp. 872-877
Author(s):  
Andrey V. Kochetkov ◽  
Andrey A. Troshin ◽  
Oleg V. Zakharov
Keyword(s):  
Surface Texture ◽  
Measurement Errors ◽  
Coordinate Measuring Machine ◽  
Texture Measurement ◽  
Analytical Geometry ◽  
Complex Shapes ◽  
Measurement Results ◽  
Measuring Machine ◽  
Cartesian Coordinate ◽  
Filtering Effect

Currently the measurement of surface texture in mechanical engineering is traditionally carried out using profilometers. Modern profilometers do not allow measuring of surfaces with complex shapes. This is due to the different sensitivity of the sensor and the discreteness of the movements along the axes of the Cartesian coordinate system. Coordinate Measuring Machines are devoid of such a drawback. However, stylus of the coordinate measuring machine has a diameter many times larger than the diamond stylus of the profilometer. Therefore, there is a mechanical filtering effect, that affects the results of measuring the parameters of the surface texture. In this paper a mathematical model of the contact of the spherical stylus and a rough surface based on analytical geometry is proposed. Influence of the diameter of the spherical stylus on the maximum measurement errors of a amplitude parameters are investigated. Seven amplitude parameters Rp, Rv, Rz, Ra, Rq, Rsk, Rku of the surface texture are modeled. Coordinate measuring machine and profilometer with stylus diameter of 2 μm measurement results are compared. it was concluded that the stylus diameter of the coordinate measuring machine when measuring the surface texture should be no more than 20 μm.

Evaluation of pavement surface texture at the network level

2018 ◽  
Vol 34 (1) ◽  
pp. 87-98
Author(s):  
Shuvo Islam ◽  
Mustaque Hossain ◽  
Richard Miller
Keyword(s):  
Surface Texture ◽  
Pavement Surface

Comparison of Sand Patch Test and Multi Laser Profiler in Pavement Surface Measurement

2014 ◽  
Vol 70 (4) ◽  
Author(s):  
Haryati Yaacob ◽  
Norhidayah Abdul Hassan ◽  
Mohd Rosli Hainin ◽  
Muhammad Fudhail Rosli
Keyword(s):  
Regression Analysis ◽  
Patch Test ◽  
Measurement Techniques ◽  
Test Methods ◽  
Measurement Methods ◽  
Surface Measurement ◽  
Test Analysis ◽  
Pavement Surface ◽  
Road Pavement ◽  
Sand Patch

Pavement surface texture has been assessed with variety of test methods such as sand patch test and multi laser profiler. In recent years, road administrations face the issues of handling data acquired by totally different methods and the inconsistent correlation between different methods. Therefore, the objective of this study is to determine and compare the texture depth value of road pavement measured by different methods namely sand patch test and multi laser profiler. This paper compares the results of two measurement methods for pavement surface macro texture which referred as mean texture depth (MTD). Tests were conducted along North–South Expressway, between km 110.5 and km 107.2 (Southbound). T-test analysis shows that there is statistically significance difference on the result obtained between these methods along emergency lane. However for slow lanes,it was found that there is no significance between sand patch test and laser based measurement. Regression analysis shows that the coefficient of correlation, R obtained from emergency lane is 0.3719 and slow lane is 0.4579. These results generally conclude that there were weak correlations between the result of these two measurement techniques.

An Average Wavelength Parameter for Surface Metrology

1972 ◽  
Vol 5 (3) ◽  
pp. 95-101 ◽  
Author(s):  
R C Spragg ◽  
D J Whitehouse
Keyword(s):  
Quality Control ◽  
Surface Texture ◽  
Surface Metrology ◽  
Average Height ◽  
Additional Parameter ◽  
Texture Measurement ◽  
International Standard ◽  
Arithmetic Average ◽  
Average Wavelength

The new International Standard for the assessment of surface texture is based on the Arithmetic Average Height Index Ra. This parameter, although extremely valuable for quality control in manufacture, takes little or no account of the openness or closeness of the texture. Recently an additional parameter, the Average Wavelength Λa has been defined which is wavelength conscious and which supplements the information given by Ra. This paper shows how this new parameter can be derived and measured, and gives some practical examples of the application to surface texture measurement.

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