Skid Resistance Of Asphalt Mixture Research Articles

Study on the Attenuation of Long-Term Skid Resistance of Asphalt Mixtures under Aeolian Sand Conditions

In this work, the long-term skid resistance attenuation law of asphalt mixtures in the presence of aeolian sand was studied. Four types of asphalt mixtures underwent skid resistance abrasion tests using an accelerated loading tester. The pendulum value (BPN) and structure depth (MTD) of these four mixtures were determined under various conditions of sand density and abrasion times. The correlation between the BPN and density and the number of times of abrasion were investigated, respectively, to analyze the skid resistance attenuation law at the microscopic and macroscopic levels. Our results indicate that the skid resistance of the four types of asphalt mixtures initially decreased and subsequently reached a stable state. Sand density primarily influences skid resistance during the initial stage, while the number of abrasions becomes the dominant factor affecting skid resistance in the later stages.

Using bauxite as alternative for coarse aggregate in asphalt mixture: Improving skid resistance

The depletion of natural resources promotes to search for alternative of virgin pavement materials with the aim of ensuring the performance of pavement especially skid resistance, which is often linked to financial and health services of the country. To solve the issues, the paper attempts to employ bauxite as alternative for coarse aggregate of surface layer to improve skid resistance. To this end, the performance of calcined bauxite aggregate was characterized on the basis of some laboratory tests. Thereafter, radar chart method was used to evaluate the comprehensive skid resistance of different aggregates, followed by preparing asphalt mixture based on optimization results. Currently, the skid resistance of asphalt mixture composed of different aggregate was examined by the three-wheel polishing device (TWPD) combined with dynamic friction tester (DFT). After the process, the multiple linear regression model was performed considering the morphological, mineral and chemical characteristics of aggregate with the aim of predicting the long-term skid resistance. As for physical and mechanical properties, the different grades of calcined bauxites show an increase about 20%∼200% compared with limestone. From the radar chart method, it was observed that calcined bauxite, especially 88# calcined bauxite, was found to exist highest comprehensive skid resistance. It is obvious that the model involving mineral and chemical properties is able to exist higher accuracy, adjusted R2 having values even exceed 0.9. In addition, it was found that the cost-benefit of 88# calcined bauxite and 75# calcined bauxite were 22.82 and 12.70 respectively. Herein, the study allows us a feasible approach to ensure the demand of pavement and mitigate the challenge for environment.

Effect of temperature and water conditioning on noise and skid resistance of dense-graded, open-graded and gap-graded asphalt mixes

With the rapid development of the transportation industry, permeable asphalt pavement has become widely used in the construction of expressways and urban roads due to its safety, comfort, and environmental protection characteristics. However, water-temperature coupling can damage the mechanical properties of permeable asphalt mixtures. The use of high-viscosity modified asphalt can improve the water damage resistance of the mixture to a certain extent, resulting in better mechanical properties. This paper focuses on the preparation of PAC-13 mixture specimens using high-viscosity modified asphalt and the study of its noise reduction and anti-skidding properties under water-temperature coupling. SMA-13 and AC-13 are used for comparative research. The influence of water-temperature coupling on the functional characteristics of permeable asphalt mixture is analyzed through standing wave tube test and pendulum test. The results show that PAC-13 exhibits better noise reduction and anti-skidding characteristics than SMA-13 and AC-13. As the temperature increases, the skid resistance of asphalt mixtures weakens, but the noise reduction properties are less affected. Furthermore, the noise reduction and anti-skidding properties of the three mixtures are significantly damaged by the action of water, with PAC-13 being the most affected. Nevertheless, PAC-13 still exhibits the best noise reduction and anti-skidding properties.

Investigations on the long-term skid resistance of epoxy asphalt mixture based on accelerated loading test

Under long-term vehicle loads and large attenuation degrees, asphalt pavements are expected to have reduced slip resistance that does not meet the code requirements, thus impacting driving safety. Epoxy asphalt mixture has been widely used in road construction throughout recent years. Accordingly, it is necessary to explore the long-term skid resistance of epoxy asphalt mixture. Therefore, based on the indoor accelerated loading testing methodology, this paper investigates the anti-skidding performance attenuation of epoxy asphalt and SBS-modified asphalt mixtures at room and high temperatures. The rule of skidding resistance of asphalt mixture with loading times is analyzed, and the feasibility of epoxy asphalt in improving the long-term skid resistance of asphalt pavement is also explored. In general, the study results have shown that the decay rates of British Pendulum Number (BPN), the mean texture depth (MTD), and mean profile depth (MPD) epoxy asphalt mixtures are lower than those of SBS-modified asphalt ones under normal and high temperature loading conditions. Moreover, the fractal dimension of the epoxy asphalt mixture is larger and decays more slowly, and its section texture can be preserved to a greater extent during the loading process. Besides, it is observed that epoxy asphalt mixtures have better long-term skid resistance and greater retention of section texture than the SBS-modified asphalt ones.

Polishing behaviour of asphalt surface course containing recycled materials

Skid resistance is a key road safety factor indicating the provided friction of a pavement’s surface, which deteriorates over its service life mainly due to traffic polishing. Hence, the polishing behaviour of a pavement’s surface course is important for the provided road safety. For this reason, there have been many studies related to the assessment of polishing behaviour of asphalt mixtures. Besides, during the last decades the introduction of recycled materials in pavements has increased in order to face environmental challenges. However, investigations regarding the surface course are mainly centred around aspects of structural performance of the recycled materials. Contrariwise, it appears that the investigation for the provided skid resistance of asphalt mixtures containing recycled materials is limited. On these grounds, the present study investigates skid resistance performance through the polishing behaviour of asphalt mixtures containing recycled materials under the effect of traffic, simulated by the Wehner/Schulze machine. The investigated mixtures include conventional Hot-Mix Asphalt (HMA), as well HMA containing varying contents of Reclaimed Asphalt Pavement (RAP) material or recycled rubber in the form of Crumb Rubber (CR) originating from waste tyres. Analysis results demonstrate that the friction level of the tested asphalt mixtures containing RAP or CR is slightly lower than the conventional ones, but their overall performance seems to present an almost similar trend under the polishing effect. Generally, the study suggests a methodological approach towards the assessment of the skid resistance potentials for asphalt mixtures of a surface course that contain the investigated recycled materials, in an effort to act as a precursor for the enrichment of the related knowledge gap.

Skid Resistance Performance of Asphalt Mixtures Containing Recycled Pavement Materials under Simulated Weather Conditions

One of the challenges of using recycled materials in road structures is to maintain safe and durable pavements. A multitude of research has been conducted over the years on various recycled materials, with a focus on the structural performance of pavements. Another crucial, but almost overlooked, aspect is the pavement’s ability to provide adequate skid resistance for road users under different climatic conditions. With this in mind, the present study aimed to investigate the skid resistance of asphalt mixtures containing two different types of recycled materials under laboratory-simulated weather conditions. Conventional hot-mix asphalt (HMA) and mixtures containing either reclaimed asphalt pavement (RAP) for aggregate replacement or crumb rubber (CR) as a bitumen additive were prepared and tested at different temperatures and different surface conditions (i.e., dry/wet) following a wetting protocol. Skid resistance was measured using a British Pendulum Tester (BPT). The results showed that the recycled mixtures performed similarly to conventional ones in terms of the skid resistance when the temperature was varied and under variable simulated surface conditions too. In some cases, they performed even better than conventional mixtures. Overall, a promising potential is demonstrated towards the use of the investigated recycled materials in asphalt surface courses.

Evaluation of Long-term Skid Resistance of Asphalt Mixture with Multi-content Basic Oxygen Furnace (BOF) Steel Slag Using the Circular Vehicle Simulator (CVS)

Long-term anti-skid performance plays a vital role on the road life cycle and driving safety. Therefore, the CVS was proposed, which can perform full-size polishing on the rutting slabs. The CVS system was used to simulate the long-term anti-skid attenuation law of five kinds of asphalt mixture with different BOF steel slag contents, and the influence of different BOF steel slag contents on the road anti-skid performance was comprehensively analyzed by using pendulum friction value. With the increase of BOF steel slag volume, the long-term anti-skid performance of asphalt mixture increases first and then decreases. Especially, the asphalt mixture with 50% BOF steel slag content has the best long-term anti-skid performance.

Effect of Aggregate Properties on Long-Term Skid Resistance of Asphalt Mixture

AbstractThis research aimed to evaluate the impact of aggregate characteristics on the skid resistance of pavement. Firstly, the mineral composition, wear-resistance property, angularity, and textu...

Research Progress on Skid Resistance of Basic Oxygen Furnace (BOF) Slag Asphalt Mixtures.

In order to ensure the safety of traffic, asphalt pavement is commonly required to utilize aggregates with excellent anti-abrasion property. This results in the lack of high-quality aggregates. The incorporation of solid waste in the aggregates is regarded as a high potential alternative for solving this problem. Since its material properties, such as rough surface, high Polished Stone Value (PSV) and the excellent adhesion property of asphalt, Basic Oxygen Furnace (BOF) slag can effectively improve the skid resistance of asphalt mixtures. First, the material properties of BOF slag are reviewed in this study. Then, the skid resistance of asphalt mixtures and aggregates are commendably evaluated by the Polished Stone Value test, Wehner/Schulze Tester, Aachen Polishing Machine, British Pendulum Test and Sand Patch test. The physical and mechanical properties of BOF slag play a key role in asphalt mixtures. This review found that the skid resistance mechanism of the BOF slag asphalt mixture is governed by factors such as BOF slag properties, incorporation methods and gradation types. Finally, the economic and environmental benefits of BOF slag asphalt mixtures were discussed. In addition, the function of gas catalysis and the melting of ice and snow can be added to the BOF slag asphalt mixture for a cleaner development in engineering. Furthermore, the existing problems, research directions and corresponding measures in this field are directed towards more durable and functional asphalt pavement construction.

Correlate aggregate angularity characteristics to the skid resistance of asphalt pavement based on image analysis technology

The impact of aggregate morphological characteristics plays a key role in the skid resistance of road surface due to driving safety and cost benefits. The 2nd generation of the Aggregate Imaging Measurement System (AIMS II) and X-ray Computed Tomography (CT) were utilized to evaluate the shape of particles and capture the change in their morphological characteristics. The Los Angeles Abrasion (LAA) Test was also conducted in this paper to investigate the influence of variations in aggregate angularity on the resistant performance of asphalt mixtures. Before and after 100, 300, 500, and 1000 rotations of LAA polishing process, 48 particles from each different size were adopted and measured using AIMS II and XCT to obtain the value of their morphological properties. The parameter gradient angularity (GA) with AIMS II and three-dimensional angularity (3DA) with XCT of aggregate surface area were proposed from these tests. Analysis of Variance (ANOVA) was employed to compare these two image analysis systems. Conventional experiments including the sand patch test and British pendulum test, were applied using the prepared aggregates to establish a correlation between the morphological properties of grains and the parameters related to the skid resistance of asphalt mixtures. It was found that the resistance performance of asphalt mixtures can be well described with a function using the value of morphological properties through regression analysis. The efficacy of the X-ray CT analyzing system was verified to evaluate the performance of asphalt mixture pavement precisely. The changes in morphological characteristics of particles are the main causes for degradation in the skid resistance of asphalt pavement.

Function investigation of stone mastic asphalt (SMA) mixture partly containing basic oxygen furnace (BOF) slag.

In this paper, the effect of the size gradations of basic oxygen furnace (BOF) slag on the functional performances of stone mastic asphalt (SMA) mixture including skid and deformation resistances was investigated. The industrially produced BOF slag coarse aggregates (BSCA) with size gradations of 4.75-9.5 mm and 9.5-16 mm were used. SMA mixtures were designed according to Marshall procedure. British pendulum number (BPN), indicating the skid resistance of asphalt mixture, was measured by a British pendulum skid resistance device. Flow number (FN) and Marshall quotient (MQ), reflecting the deformation resistance of asphalt mixture, were determined, respectively, based on the results of dynamic creep test and Marshall test (stability and flow value). Showed that BSCA with a size gradation of 9.5-16 mm performed better in improving the skid and deformation resistance of SMA mixture than BSCA with a size gradation of 4.75-9.5 mm. Furthermore, BSCA with combined size gradations, namely, 4.75-16 mm, worked the best. These conclusions would benefit the future extensive utilization of BSCA in asphalt pavement.

Assessment of Skid Resistance of Asphalt Mixtures in Laboratory Conditions

AbstractThe aggregate applied for the wearing course has a significant influence on skid resistance of road surfaces. However, it is difficult to evaluate the behaviour of road surface in use on the basis of the Polished Stone Value (PSV) determined for the aggregate according to the so called ‘British method’. The British method, which is currently used in many countries, does not allow to determine the influence of neither the grain size of the aggregate nor the type of the wearing course on skid resistance of road surface. The present paper suggests a method for evaluation of the British Pendulum Number (BPN) for road surfaces in laboratory conditions. The authors assumed the BPN for polished slabs, made from asphalt mixtures, as the criterion. The index was measured with the British Pendulum Tester. The simulation of the process was conducted on research stand (called slab polisher) built at Bialystok University of Technology (BUT). The results of laboratory tests indicate that surfaces from asphalt concrete (AC) have slightly higher values of BPN in comparison with the values determined for surfaces made from stone mastic asphalt (SMA).

Predicting Asphalt Mixture Skid Resistance by Aggregate Characteristics and Gradation

The objective of this study was to investigate the influence of aggregate characteristics and gradation on the skid resistance of various asphalt mixtures. Asphalt mixture slabs with different combinations of aggregate sources and gradations were fabricated in the laboratory. These slabs were polished with a wheel-polishing device developed by the National Center for Asphalt Technology. The frictional characteristics of each slab were then measured by the sand patch method, British pendulum, dynamic friction tester, and circular texture meter. Aggregates used in these mixtures were characterized by petrographic analysis, conventional test methods (acid insolubility, magnesium soundness, Micro-Deval, and British polish value), and the aggregate imaging system (AIMS). In addition, the aggregate gradation of each mixture was described by the two-parameter cumulative Weibull distribution function. Statistical analysis of test results led to the development of a function for predicting the International Friction Index, which is a measure of skid resistance of asphalt mixtures, after different intervals of polishing. The parameters of this function were found to be related to ( a) initial and terminal aggregate texture measured by using AIMS, ( b) rate of change in aggregate texture measured by using AIMS after different polishing intervals in the Micro-Deval, and ( c) the Weibull distribution parameters describing aggregate gradation. This function can be useful for estimating the frictional characteristics of an asphalt mixture surface during the mixture design stage.