scholarly journals Evaluating the Friction Characteristics of Pavement Surface for Major Arterial Road

2021 ◽  
Vol 7 (12) ◽  
pp. 2011-2029
Author(s):  
Diana Jumah Mohammad ◽  
Mohammed Qadir Ismael
Keyword(s):  
Traffic Flow ◽  
Surface Friction ◽  
Road Surface ◽  
Skid Resistance ◽  
Friction Behavior ◽  
Friction Resistance ◽  
The Road ◽  
Pavement Surface ◽  
Asphalt Mix ◽  
Sand Patch

The performance of the pavement in terms of vehicle safety and tire wear is affected by the friction behavior of the pavement. To highlight the main characteristics that affect the production of better friction resistance of the pavement surface in this work. The micro-texture and macro-texture of the asphalt surface of Baghdad Airport highway were studied using two methods: (sand patch method and the British pendulum test). The sand patch was examined by drawing sand grains of a specific volume, while the micro-texture was analyzed using a BPT under dry and wet surface conditions. All data obtained from the two examinations were analyzed and modelled statistically using SPSS 25 software. Results show that skid resistance of pavement surface increase with the increase of MTD, this increase may be due to the increase of coarse aggregate which lead to increase the roughness of the pavement surface, this increase ranged between (96 - 91%). MTD decreases with the increase of traffic flow due to the friction between the road surface and the vehicle tires leading to increase of smoothness of the road surface. This is mean that MTD is highly affected by the traffic flow and this effectiveness ranged between (84-97%). Skid resistance also is highly affected by the traffic flow with an effectiveness ranged between (81-94%) for both pavement conditions. According to the regression analysis for friction and other parameters, it can be concluded that surface friction values are highly affected by cumulative traffic (asphalt mix deterioration) over time. Doi: 10.28991/cej-2021-03091775 Full Text: PDF

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.

scholarly journals Method of Acoustic Calculation of Traffic Noise Barriers

2020 ◽  
Vol 320 ◽  
pp. 00034
Author(s):  
Tikhon Dudiev ◽  
Vladimir Tupov
Keyword(s):  
Traffic Flow ◽  
Calculation Method ◽  
Traffic Noise ◽  
Road Surface ◽  
Residential Areas ◽  
Noise Barriers ◽  
Method Of Calculation ◽  
The Road ◽  
Comprehensive Method

Installation of noise barriers is an efficient and relatively cheap way of protecting residential areas from traffic noise. This paper proposes a comprehensive method of calculation of noise barriers. The method allows determining the optimal sizes of the barrier meeting acoustic and cost requirements. The calculation method takes into account the noise coming from the both parts of the traffic flow shielded and not shielded by the barrier, as well as sound reflected from the road surface, the opposite barrier, if present, and both barriers.

scholarly journals Ensemble Mode and Singular Value Based Road Texture-Skid Study

Coatings ◽  
2021 ◽  
Vol 11 (8) ◽  
pp. 947
Author(s):  
Tuo Fang ◽  
Runhua Guo ◽  
Youqiang Si
Keyword(s):  
Goodness Of Fit ◽  
Traffic Accidents ◽  
Surface Friction ◽  
Singular Value ◽  
Road Surface ◽  
Data Matrix ◽  
Mean Deviation ◽  
Intrinsic Mode Functions ◽  
Important Indicator ◽  
The Road

Traffic accidents occur frequently every year. Skid-resistance performance is an important indicator in evaluating road safety. In this paper, the road surface texture information is obtained by a line laser scanner. The original two-dimensional (2D) signal is decomposed into eight intrinsic mode functions by complementary ensemble empirical mode decomposition (CEEMD). Eight intrinsic mode functions compose an 800 × 8 data matrix. The matrix is decomposed by singular value decomposition (SVD), and singular value vectors are obtained. The singular values are summed and linearly fitted to the friction value measured by the British pendulum friction meter. The study finds that the singular value sum of one to five has a good linear correlation with the friction value with the goodness of fit greater than 0.8. At the same time, contour arithmetic mean deviation Ra is applied for verification. The results show that the singular value sum has a strong correlation with Ra. When the number of Intrinsic Mode Function (IMF) decomposition is greater than eight, there is a good correlation between the number of IMF and the friction value from IMF2 to IMF6. When the number of IMF decomposition is less than eight, the singular value sum numbers with R2 more than 0.8 gradually decrease. It is suggested that the road surface friction performance can be estimated by solving the singular value of the 2D signal. It provides new technical support for the detection and evaluation of anti-skid performance.

scholarly journals Influence of traffic flow intensity on environmental noise pollution

2021 ◽  
Vol 2021 (1) ◽  
pp. 39-49
Author(s):  
Maksym Kaleniuk ◽  
◽  
Oleg Furman ◽  
Taras Postranskyy ◽  
◽  
...  
Keyword(s):  
Traffic Flow ◽  
Negative Impact ◽  
Traffic Noise ◽  
Noise Pollution ◽  
Well Being ◽  
Road Surface ◽  
Common Source ◽  
The Road ◽  
On The Road ◽  
Network Speed

The modern urban environment, with the development of industry, the growth of the vehicle's number on the roads, and the increase in the density of buildings, is increasingly capable of negatively affect the health and well-being of the city's population. Among the factors influencing the environment is noise pollution, namely man-made noise - unwanted and harmful sounds created as a result of human activities. Today, noise is one of the most common factors of pollution among all others. The most common source of noise pollution is transport, including cars and trucks, buses, railways, airplanes, etc. The negative phenomenon of traffic noise is that almost everyone is greatly affected. This can often be accompanied by other harmful factors, such as vibration. According to scientific researches, noise can cause irritation under constant acoustic exposure. As a result, there are sleep disorders, decreased mental capacity, and the development of stress, and stress development in humans. Traffic noise is created from the operation of engines, the friction of wheels with the road surface, brakes, and aerodynamic features of vehicles, etc. In general, the level of traffic noise depends on such basic indicators as the intensity, speed, and composition of the traffic flow. Therefore, an important task is the study of traffic noise, its measurement, the establishment of appropriate dependencies, and further evaluation of the results. Knowing the level of noise generated by vehicles, further measures to reduce it are possible, such as redistribution of traffic flows on the road network, speed limits, improving the quality of the road surface, the use of basic means of reducing noise pollution, the use of noise protection devices, etc. Based on this, the negative impact of this phenomenon on the human body and the environment, in general, can be reduced.

The influence of road surface texture on the skid resistance under wet conditions

2018 ◽  
Vol 234 (3) ◽  
pp. 313-319
Author(s):  
Rebekka Kienle ◽  
Wolfram Ressel ◽  
Tobias Götz ◽  
Markus Weise
Keyword(s):  
Friction Coefficient ◽  
Film Thickness ◽  
Water Depth ◽  
Surface Texture ◽  
Water Film ◽  
Road Surface ◽  
Skid Resistance ◽  
Water Film Thickness ◽  
Pavement Surface ◽  
Wet Friction

Due to their influence on traffic safety, skid resistance and drainage are important surface properties of a road and their optimization and durability is still focus of ongoing research. Under wet conditions, these two characteristics are connected as a wetted road cannot provide a sufficient skid resistance without a working drainage system. The wet friction is mainly affected by the road surface geometry and the water depth. Herein, we describe a novel numerical approach to study the influence of the surface texture – mainly the microtexture – on the wet friction coefficient. This method is based on the hysteresis effect, which is the main friction force on rough surfaces under wet conditions. We therefore use an already established friction model for dry surfaces and extend its range of application by an additional consideration of water films. A drainage model has been developed to calculate the water film thickness for a given road surface and geometry (pavement surface runoff model) as systematic measurements of water film thicknesses in situ are difficult. The water depth determines the number of contact points between the pavement and the tyre. Based on three-dimensional measurements of a surface texture, the friction coefficient is calculated. By this newly developed model approach, it is possible to identify the main factors influencing wet skid resistance in regard to the pavement surface microtexture and the water film thickness.

scholarly journals The Influence of a Field-Aged Asphalt Binder and Aggregates on the Skid Resistance of Recycled Hot Mix Asphalt

2021 ◽  
Vol 13 (19) ◽  
pp. 10938
Author(s):  
Nathanyawat Sedthayutthaphong ◽  
Peerapong Jitsangiam ◽  
Hamid Nikraz ◽  
Suriyavut Pra-ai ◽  
Sarintip Tantanee ◽  
...  
Keyword(s):  
Hot Mix Asphalt ◽  
Asphalt Binder ◽  
Frictional Resistance ◽  
Road Surface ◽  
Skid Resistance ◽  
Recycled Asphalt ◽  
Reclaimed Asphalt ◽  
The Road ◽  
Road Pavement ◽  
Aged Asphalt

The application of asphalt hot mix recycling is one challenge in sustainable road pavement research. In addition to the vast amount of research on the performance of recycled asphalt–concrete, the research on the frictional resistance of recycled hot mix asphalt is still limited. The effects of aged asphalt and aged aggregates on the skid resistance of recycled hot mix asphalt were investigated in this research. The aged asphalt and aged aggregates were carefully extracted from the field-reclaimed asphalt pavement, and the engineering and mechanical properties of aged and virgin aggregates were measured. The degradation of recycled hot mix asphalt was simulated using an accelerated polishing machine to mimic road surface abrasion. Accordingly, the initial and final skid resistances of the recycled hot mix asphalt were determined and correlated with the properties of the aged asphalt and aggregates. The initial skid resistance of recycled hot mix asphalt decreased with reductions in penetration and ductility of the blended asphalt. However, the changes in the blended asphalt properties contributed only small variations to the final skid resistances of the recycled hot mix asphalt. The gradations of recycled hot mix asphalt correlated only with the final skid resistances. The aggregate gradations controlled the characteristics of the final skid resistance since the covered binder was partially polished off from the road surface at this stage.

Monitoring Pavement Surface Macrotexture and Friction

2015 ◽  
Vol 2525 (1) ◽  
pp. 111-117 ◽  
Author(s):  
Nima Kargah-Ostadi ◽  
Andrew Howard
Keyword(s):  
Surface Friction ◽  
Vehicle Speed ◽  
The Road ◽  
Pavement Surface ◽  
Friction Testing ◽  
Profile Depth ◽  
Friction Measurements ◽  
On The Road ◽  
The Relationship

The amount of available friction and texture depth are primary concerns in the evaluation of pavement surface safety characteristics. The two components of microtexture and macrotexture provide pavement surface friction. Macrotexture properties are collected with laser-based devices at highway speeds, but a proper evaluation of microtexture is available only with stationary devices or laboratory experimental methods. The industry is trying to develop practical methods for monitoring microtexture at the network level. Pertinent quantification for both friction components is valued because the common locked-wheel testing of skid resistance depends on surface temperature, presence of dirt and oil on the road surface, and vehicle speed. This case study examined the relationship between laser-based mean profile depth (MPD) and the friction number (FN) collected with a locked-wheel skid trailer on Louisiana highways. The analysis showed that quantified microtexture data were required in conjunction with the macrotexture to establish a significant correlation with friction measurements. However, the correlation between MPD and FN appeared to be significantly stronger at higher speeds of friction testing. Lower and higher threshold values were determined from the first and third quartiles of MPD and FN data. At speeds of about 50 mph, 71% of the pavement sections with MPD of less than the lower texture threshold also had FN values of less than the lower friction threshold. This lower MPD threshold of 0.036 in. can be implemented in network-level monitoring operations to determine areas of concern that require friction testing.

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