Download or read book Collection and Examination of Lab Test and Field Performance Data on Friction and Polishing of Hot Mix Asphalt Surface written by Omid Ghaemi and published by . This book was released on 2011 with total page 127 pages. Available in PDF, EPUB and Kindle. Book excerpt: As serious concerns have risen about management of highway safety and decreasing vehicle accidents there is regular effort undertaken by most highway agencies including the Ohio Department of Transportation (ODOT). ODOT usually monitors frictional properties of the surface pavement by way of routine measuring of skid number (SN) by using Lock Wheel Skid Trailer (LWST). Through that effort they are able to monitor the polishing and friction behavior of the different types of aggregate and specific types of Hot Mix Asphalt design. There is a desire to develop a new laboratory accelerated polishing machine to simulate the polishing and abrasion behavior of hot mix asphalt in the field. The abrasion that happened in the field by interaction vehicle tires and asphalt pavement is mimicked by rotating the rubber on HMA cylindrical specimens in the lab. The short term tests were conducted in the lab to monitor the realistic field abrasion. A long term field work study has been ongoing since 2008 to establish correlations between laboratory measured polishing and friction behavior and field measured friction properties that is including SN64 (kmph), BPN, DFT and MPD in the same spot in eight identified road pavement sections in the State of the Ohio. In the summary required criteria by using results obtained from the new device were recommended to screen aggregate sources and optimize HMA. The capability of HMA is intended to provide high polishing resistance and high friction value for the expected life duration of asphalt pavement surfaces. The principal objective of the research is exploring time-dependent relationships between lab data and field data to develop of correlation between BPN in the lab and measured SN and BPN in the field for the monitored pavement sections and time series analysis techniques. Additionally, curve fitting techniques were examine to look for potential correlation between the time dependant polishing and friction behavior monitored in the accelerated polishing machine and field long-term measurement data.
Download or read book Development of a Friction Performance Test for Compacted Asphalt Mixtures written by Rebecca S. McDaniel and published by . This book was released on 2018-03 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: In a previous JTRP project published in 2010, Identification of Laboratory Techniques to Optimize Superpave HMA Surface Friction Characteristics, a laboratory procedure to polish and test the frictional properties of asphalt mixtures was developed. Subsequently, the procedure has been used in other research efforts to evaluate the frictional properties of recycled asphalt pavement (RAP) and local (possibly marginal) aggregate blends and for other testing purposes. Most notably, the procedure has been developed into Indiana Test Method (ITM) 221, "Acceptance Procedures for HMA Surface Mixture Coarse Aggregates for ESAL ¿10,000,000." The method requires compaction, polishing and testing of 500 mm by 500 mm (20 in. by 20 in.) square slabs of asphalt mix. This research project was initiated based to explore the possibility of expanding use of the lab polishing/testing procedure to test gyratory specimens or field cores. It was envisioned that such a method could be used during mix design as a check on potential frictional properties and/or as a quality acceptance test. A means of fabricating a circular test ring from seven cylindrical specimens was developed and used to test five different plant produced mixtures. Comparisons of ITM 221 slabs, gyratory specimens compacted to different air void contents and field cores showed cylindrical specimens could yield similar results to the accepted slab test method.
Download or read book Long Term Validation of an Accelerated Polishing Test Procedure for HMA Pavements written by Robert Y. Liang and published by . This book was released on 2013 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Ohio Department of Transportation (ODOT) has set strategic goals to improve driving safety by maintaining smooth pavement surfaces with high skid resistance. ODOT has taken the initiative to monitor pavement friction on Ohio roadways and remedy the pavement sections with low skid resistance. However, this is a passive and reactive approach toward the problem. A more proactive approach would be to test hot mix asphalt (HMA) in the laboratory during the mix design stage to ensure that the aggregates used will provide adequate friction over the life of the pavement. With the validity of a research-grade polishing machine established in a previous study, ODOT has initiated this project to conduct a long-term field study to collect field performance data over a longer time period. The research effort was aimed at further validating the applicability of the previously developed laboratory test protocol and acceptance criteria through a correlation and comparison study with long-term field performance data. This research has produced the following deliverables: (a) a new commercial grade accelerated polishing machine called "The Polisher," (b) models for predicting the field performance of asphalt pavement friction under traffic, and (c) supplemental notes with draft specifications for polishing HMA samples and for testing friction properties. The commercial grade polishing machine and the supplemental notes were recommended for ODOT implementation.
Download or read book The Development and Verification of a New Accelerated Polishing Machine written by Mohammad Ali Khasawneh and published by . This book was released on 2008 with total page 230 pages. Available in PDF, EPUB and Kindle. Book excerpt: During the entire life cycle of a pavement, highway agencies are expected to monitor and maintain an adequate surface roughness (texture) to facilitate friction between car tires and pavement surface. Skid resistance is a measure of the resistance of pavement surface to sliding or skidding of the travelling vehicles. Maintaining adequate texture and proving resistance to polishing due to the effects of traffic are of prime importance in providing skidding resistance. Polishing of the aggregate is the reduction in microtexture, resulting in the smoothing and rounding of exposed aggregates. This process is caused by particle wear on a microscopic scale. It is a well recognized fact that the lower the skid resistance value, the higher the percentage of the traffic accidents, especially during the wet seasons. Traditionally the repair method for a surface friction-deficient or texture-deficient pavement surface, once the friction falls below certain threshold value, is the application of a new surfacing layer. The practice of monitoring and remedying the low skid resistance pavement sections is important; however, it is a passive approach toward the problem. A more proactive approach would be to test the hot mix asphalt in the laboratory during its initial mix design stage to ensure that aggregate combinations used in the asphalt pavement will provide adequate friction as expected over the life of the pavement. To achieve the screening task for polishing and friction behavior of the HMA during its mix design stage, a laboratory-scale accelerated polishing device that can mimic the actual abrasion and polishing behavior between the vehicle rubber tire and the HMA surface has been developed. The developed polishing device possesses some practical characteristics. These included the versatility of testing HMA specimens that can be prepared with the conventional compaction methods, the specimens can be prepared as part of mix design procedure, test duration is reasonably short, test procedure including test specimen preparation and friction measurements are relatively simple and repetitive, the developed test procedure requires minimum labor efforts, and finally, the test results can provide realistic indication of the polishing and friction behavior of the hot mix asphalt specimens. The validation of the developed accelerated polishing device included positive comparisons between the HMA polishing behavior from the new test device with the aggregate polishing behavior from the standard accelerated British Polishing Wheel tests. Furthermore, a total of eight pavement sections in service were identified for long-term friction and texture measurements, which will afford data correlation between field performance and laboratory obtained behavior. The laboratory tests on the HMA samples prepared with the job mix formula for the eight sections were completed and analyzed to confirm test repeatability of the new device. The laboratory test results, together with statistical correlation analyses, have resulted in the development of useful empirical predictive equations for the Skid Number (SN) measured by the Locked Skid Trailer from the DFT (dynamic Friction Tester) measured skid number. Finally, the British Pendulum number (BPN) from the British Pendulum Tester (BPT) were found to be strongly correlated with the surface texture (MTD: Mean Texture Depth) measured by the sand patch method.
Download or read book Friction Surface Treatment Selection written by Shuo Li and published by . This book was released on 2017-12 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: This study aimed to evaluate the long term performance of the selected surface friction treatments, including high friction surface treatment (HFST) using calcined bauxite and steel slag, and conventional friction surfacing, in particular pavement preservation treatments such as chip seal, microsurfacing, ultrathin bonded wearing course (UBWC), and diamond grinding. This study also attempted to determine the correlation between vehicle crash and pavement surface friction, which makes it possible to quantitatively establish the so-called crash modification factors (CMFs) that are extremely useful in selecting a cost-effective solution to reduce wet pavement vehicle crashes.In-depth reviews were conducted to identify the aspects of the properties for aggregates used in HFST, including aggregate abrasion value (AAV), Los Angeles abrasion (LAA), Micro-Deval abrasion, and polished stone value (PSV). Extensive laboratory testing was conducted to examine the LAA, Micro-Deval abrasion, and PSV, and to provide first-hand data on the calcined bauxite and steel slag that may be used for HFST and friction surfacing in Indiana. Laboratory accelerating polishing was carried out to evaluate the effect of aggregate gradation and identify the HFST systems with satisfactory friction performance with respect to surface macro-texture and friction. Test strips were installed in the pavement on a real-world road to further evaluate the friction performances of the promising HFST systems under the true traffic polishing and assess the potential effect of winter and snow plow. Pull-off testing was also conducted to examine the bonding between the proposed HFST systems and the substrate surface. Field friction test data was utilized to evaluate the long-term friction performances of pavement preservation treatments, including chip seal, microsurfacing, UBWC, and diamond grinding. Statewide vehicle crash data between 2010 and 2014 was examined to determine the crash statistics associated with pavement friction. The crash data was also matched to the annual pavement inventory friction data to quantify the probabilistic association between vehicle crash and pavement friction with respect to interstate, US, and state highways, respectively.
Download or read book Evaluation of Low Temperature Cracking in Asphalt Pavement Mixes written by Khaled Ksaibati and published by . This book was released on 1998 with total page 134 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report examines the feasibility of using the thermal stress restrained specimen test to evaluate low temperature cracking in asphalt pavement mixes. Data were collected from laboratory and field evaluations. Various mixing, aging, and compaction methods were used to prepare test samples with materials obtained from two Wyoming Department of Transportation (WYDOT) highway projects. Field data were obtained from two recently built test sections and compared with laboratory test results. Pavement condition surveys quantified low temperature cracking of both test sections after one winter. Temperature data for the project sites also were collected. Pavement condition and temperature data were compared to results from the thermal stress restrained specimen test. The thermal stress restrained specimen test was effective in testing asphalt pavement mixes. However, test results indicated that lab prepared samples did not closely simulate field samples. Also, comparisons of lab results with field conditions were performed. However, it is recommended that a more comprehensive analysis be performed after test sections have been in service for a few years.
Download or read book Laboratory and Field Evaluation of Hot Mix Asphalt with High Contents of Reclaimed Asphalt Pavement written by Clinton Isaac Van Winkle and published by . This book was released on 2014 with total page 39 pages. Available in PDF, EPUB and Kindle. Book excerpt: Currently in Iowa, the amount of RAP materials allowed for the surface layer is limited to 15% by weight. The objective of this project was to develop quality standards for inclusion of RAP content higher than 15% in asphalt mixtures. To meet Superpave mix design requirements, it was necessary to fractionate the RAP materials. Based on the extensive sieve-by-sieve analysis of RAP materials, the optimum sieve size to fractionate RAP materials was identified. To determine if the higher percentage of RAP materials than 15% can be used in Iowa's state highway, three test sections with 30.0%, 35.5% and 39.2% of RAP materials were constructed on Highway 6 in Iowa City. The construction of the field test sections was monitored and the cores were obtained to measure field densities of test sections. Field mixtures collected from test sections were compacted in the laboratory in order to test the moisture sensitivity using a Hamburg Wheel Tracking Device. The binder was extracted from the field mixtures with varying amounts of RAP materials and tested to determine the effects of RAP materials on the PG grade of a virgin binder. Field cores were taken from the various mix designs to determine the percent density of each test section. A condition survey of the test sections was then performed to evaluate the short-term performance.
Download or read book Guide for Pavement Friction written by and published by AASHTO. This book was released on 2008 with total page 87 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report contains guidelines and recommendations for managing and designing for friction on highway pavements. The contents of this report will be of interest to highway materials, construction, pavement management, safety, design, and research engineers, as well as others concerned with the friction and related surface characteristics of highway pavements.
Download or read book Quality Management of Hot Mix Asphalt written by ASTM Committee D-4 on Road and Paving Materials and published by ASTM International. This book was released on 1996 with total page 147 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Hot Mix Asphalt Materials Mixture Design and Construction written by and published by . This book was released on 2009 with total page 720 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Continuing Investigation of Polishing and Friction Characteristics of Limestone Aggregates in Ohio written by Robert Y. Liang and published by . This book was released on 2009 with total page 270 pages. Available in PDF, EPUB and Kindle. Book excerpt: Due to increased focus on maintaining highway operating safety and reducing wet weather accidents, the Ohio Department of Transportation has initiated a research to develop a laboratory scale accelerated polishing device that can mimic the actual abrasion and polishing actions between the vehicle rubber tires and the HMA (Hot Mix Asphalt) surface.
Download or read book Performance Survey on Open graded Friction Course Mixes written by Gerald Huber and published by Transportation Research Board. This book was released on 2000 with total page 124 pages. Available in PDF, EPUB and Kindle. Book excerpt: This synthesis will be of interest to pavement construction, maintenance, design, and materials engineers; pavement contractors; and others interested in the use of open-graded friction course (OGFC) mixes. It describes the current state of the practice on the use of OGFC mixes, including information regarding design, materials, construction, maintenance, and rehabilitation strategies. Alternative treatments to traditional OGFC are also identified and discussed. Information was collected by surveying U.S. and Canadian transportation agencies and by conducting a literature search to gather additional insight into North American and European practices. This TRB report describes the recent performance of North American OGFC mixes and European porous asphalt by identifying benefits and stress indicators. A new generation of OGFC mixes has evolved over the last 5 years with changes that have been reported to dramatically improve performance. This synthesis describes new materials and design methods being used, as well as the applicability of the new generation of open-graded mixtures to North American use.
Download or read book Investigation of Low Temperature Thermal Cracking in Hot Mix Asphalt written by Timothy Aschenbrener and published by . This book was released on 1995 with total page 98 pages. Available in PDF, EPUB and Kindle. Book excerpt: A study was performed to determine the influence of material properties on the thermal cracking performance of hot mix asphalt (HMA), and to determine the ability to predict thermal cracking from pavements of known field performance. The testing device used to measure the HMA properties was the thermal-stress, restrained-specimen test (TSRST), and the device used to measure the binder properties was the bending beam rheometer (BBR). The laboratory study was conducted to determine the variability of test results as an influence of 1) asphalt cement stiffness, 2) asphalt cement quantity, 3) mixes with various aggregate qualities, 4) aging, and 5) the presence of hydrated lime. The influence of the asphalt cement stiffness was the single largest factor that controlled the test results.
Download or read book Warm mix Asphalt Study written by David Jones and published by . This book was released on 2009 with total page 136 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Laboratory Pavement Polishing Device wear Machine Vs Field Friction Test Unit written by H. F. Godwin and published by . This book was released on 1978 with total page 42 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Superpave Mix Design written by Asphalt Institute and published by . This book was released on 2001-01-01 with total page 102 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Warm mix Asphalt Study written by David John Jones and published by . This book was released on 2013 with total page 68 pages. Available in PDF, EPUB and Kindle. Book excerpt:
