The Development and Verification of a New Accelerated Polishing Machine

The Development and Verification of a New Accelerated Polishing Machine PDF Author: Mohammad Ali Khasawneh
Publisher:
ISBN:
Category : Asphalt
Languages : en
Pages : 230

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Book Description
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.

The Development and Verification of a New Accelerated Polishing Machine

The Development and Verification of a New Accelerated Polishing Machine PDF Author: Mohammad Ali Khasawneh
Publisher:
ISBN:
Category : Asphalt
Languages : en
Pages : 230

Get Book Here

Book Description
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.

Dissertation Abstracts International

Dissertation Abstracts International PDF Author:
Publisher:
ISBN:
Category : Dissertations, Academic
Languages : en
Pages : 840

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Standard Practice for Accelerated Polishing of Aggregates or Pavement Surfaces Using a Small-Wheel, Circular Track Polishing Machine

Standard Practice for Accelerated Polishing of Aggregates or Pavement Surfaces Using a Small-Wheel, Circular Track Polishing Machine PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

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Summary of Progress

Summary of Progress PDF Author: National Cooperative Highway Research Program
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 652

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Book Description


An Interim Report Covering a 17-country Inventory

An Interim Report Covering a 17-country Inventory PDF Author: International Road Federation
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 230

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Book Description


Federal Register

Federal Register PDF Author:
Publisher:
ISBN:
Category : Administrative law
Languages : en
Pages : 1168

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Summary of Progress - National Cooperative Highway Research Program

Summary of Progress - National Cooperative Highway Research Program PDF Author: National Cooperative Highway Research Program
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 212

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National Bank of Poland

National Bank of Poland PDF Author: Mr.Piero Ugolini
Publisher: International Monetary Fund
ISBN: 9781557756022
Category : Business & Economics
Languages : en
Pages : 62

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Book Description
Poland was the first centrally planned economy in Eastern Europe to leave the Soviet bloc and introduce systemic reforms in all sectors of the economy. The transformation of the National Bank from a monobank to an institution of a market-based system and the Polish financial sector into a market-oriented banking system was an important element of the reform process and received strong support from the IMF and the international community. This paper describes the steps taken by the National Bank, analyzes the monetary situation, and makes recommendations.

Bibliography of Agriculture

Bibliography of Agriculture PDF Author:
Publisher:
ISBN:
Category : Agriculture
Languages : en
Pages : 1922

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Book Description


Paving Materials and Pavement Analysis

Paving Materials and Pavement Analysis PDF Author: American Society of Civil Engineers
Publisher: Amer Society of Civil Engineers
ISBN: 9780784411049
Category : Technology & Engineering
Languages : en
Pages : 592

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Book Description
Pavement Design And Paving Material Selection are important for efficient, cost effective, durable, and safe transportation infrastructure Paving Materials and Pavement Analysis contains 73 papers examining bound and unbound material characterization, modeling, and performance of highway and airfield pavements. The papers in this publication were presented during the GeoShanghal 2010 International Conference held in Shanghai, China, June 3-5, 2010.