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Author: J.C. Nicholls Publisher: Thomas Telford ISBN: 9780727727947 Category : Motor vehicles Languages : en Pages : 48
Book Description
- Executive summary - Abstract - Introduction - Test Methods - Test programme - Conclusion - Acknowledgements - References - Appendix A: Requirements for Asphalt slabs - Appendix B: Requirements for Concrete slabs - Appendix C: Procedure for applying High-friction surfaces and the measurement of the surfacing thickness - Appendix D: Test procedure for determination of texture depth - Appendix E: Test procedure for determination of skid resistance value - Appendix F: Test procedure for determination of the degree of erosion and visual observations - Appendix G: Test procedure for scuffing - Appendix H: Test procedure for wear - Appendix J: Test procedure for tensile adhesion - Appendix K: Procedure for heat-ageing conditioning - Appendix L: Procedure of freeze-thaw conditioning - Appendix M: Procedure for diesel susceptibility conditioning - Appendix N: Test procedure for determination of thermal movement - Appendix P: Test procedure for optional tests - Appendix Q: Test procedure for determination of resistance to peeling - Appendix R: Procedure for visual assessment of trial sites
Author: J.C. Nicholls Publisher: Thomas Telford ISBN: 9780727727947 Category : Motor vehicles Languages : en Pages : 48
Book Description
- Executive summary - Abstract - Introduction - Test Methods - Test programme - Conclusion - Acknowledgements - References - Appendix A: Requirements for Asphalt slabs - Appendix B: Requirements for Concrete slabs - Appendix C: Procedure for applying High-friction surfaces and the measurement of the surfacing thickness - Appendix D: Test procedure for determination of texture depth - Appendix E: Test procedure for determination of skid resistance value - Appendix F: Test procedure for determination of the degree of erosion and visual observations - Appendix G: Test procedure for scuffing - Appendix H: Test procedure for wear - Appendix J: Test procedure for tensile adhesion - Appendix K: Procedure for heat-ageing conditioning - Appendix L: Procedure of freeze-thaw conditioning - Appendix M: Procedure for diesel susceptibility conditioning - Appendix N: Test procedure for determination of thermal movement - Appendix P: Test procedure for optional tests - Appendix Q: Test procedure for determination of resistance to peeling - Appendix R: Procedure for visual assessment of trial sites
Author: J.C. Nicholls Publisher: Thomas Telford ISBN: 9780727728050 Category : Pavements Languages : en Pages : 32
Book Description
High-friction surface systems are used to support the DETR`s skidding standard on high stress sites. Until recently an epoxy resin was used as a binder to obtain the necessary skid resistance, but with increased demand for high-friction surface systems, alternative systems have come onto the market using different resins as binders. This report describes a series of road trials, set up to compare the performance of a range of resin systems (epoxy-resin, polyurethane-resin, acrylic-resin and rosin-ester). Systems are ranked in terms of maintained skid resistance, texture depth and longevity. Consideration of the different laying techniques employed for different resins indicates that the choice of resin type may be influenced by constraints imposed while laying as well as the performance requirements in service. The results from a series of laboratory tests which have been devised to simulate accelerated wear under trafficking support the road trial conclusions. The results have been used to develop performance-related criteria for a Highway Authorities Product Approval Scheme (HAPAS) certification procedure which can be used to assess existing systems and systems that may be developed in future.
Author: Publisher: AASHTO ISBN: 1560514280 Category : Pavements Languages : en Pages : 87
Book Description
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.
Author: Omid Ghaemi Publisher: ISBN: Category : Civil engineering Languages : en Pages : 127
Book Description
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.
Author: J Cliff Nicholls Publisher: CRC Press ISBN: 9780419231103 Category : Architecture Languages : en Pages : 662
Book Description
Asphalt Surfacings has been written as a reference to the various asphalt course materials and surfacing treatments that are currently available to engineers, enabling them to select the materials and/or treatment that are appropriate for use on specific sites. Appropriate reference is made to the lower structural layers as the properties of all layers interact in producing the required pavement. The current established position in the UK and the emerging developments throughout the UK and Europe are covered. The contributors are all acknowledged authorities on their particular topics selected from every part of the highway engineering industry to achieve a balance between the various approaches required by the different functions they perform.
Author: Shuo Li Publisher: ISBN: 9781622604784 Category : Languages : en Pages :
Book Description
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.