Characterization of glass beads by image methods for pavement marking retroreflectivity
DOI:
https://doi.org/10.14295/transportes.v30i2.2584Keywords:
Shape characterization, CamSizer, AIMS, Test siteAbstract
Road safety is a worldwide concern. Traffic injuries are the main cause of death for children and young people. One alternative to improve traffic safety is the enhancement of pavement markings visibility. Pavement marking efficiency depends on day and night visibility. Nighttime visibility (retroreflectivity) occurs due to the presence of glass beads. This paper compares the performance of two glass beads: G1 – Brazilian glass bead produced with recycled glass; and G2 – imported glass bead produced with new material. The research evaluated the retroreflectivity decrease of a test deck using two water-based paints from different manufacturers. The glass beads characterization process used the Computerized Optical Equipment (COE), CamSizer, and the Aggregate Image Measurement System (AIMS) to evaluate the shape, size, and gradation. Results indicated different retroreflectivity decrease trends for pavement markings with distinct glass beads, which could be associated with their shape characteristics and grain size distribution. The glass beads G1 presented the worst shape properties which lead to the poorest retroreflectivity at the test site. Thus, image characterization is helpful in estimating markings retroreflectivity prior to its application. Therefore, G1 cannot be used to substitute G2, regarding the retroreflectivity requirements in Brazil.
Downloads
References
AASHTO (2012) TP 81-12 - Standard Method of Test for Determining Aggregate Shape Properties by Means of Digital Image Analysis. American Association of State Highway and Transportation Officials, Washington, D.C., USA.
AASHTO (2013a) M247 – Standard Specification for Glass Beads Used in Pavement Markings. Association of State Highway and Transportation Officials, Washington, D.C., USA.
AASHTO (2013b) PP74 – Standard Practice for Determination of Size and Roundness of Glass Beads Used in Traffic Markings by Means of Computerized Optical Method. Association of State Highway and Transportation Officials, Washington, D.C., USA.
ABNT (2013) NBR 16184 – Horizontal roadmarking – Glass spheres and glass microspheres – Requirements and test methods. Associação Brasileira de Normas Técnicas, Rio de Janeiro, Brazil.
Al-Rousan, T. M. (2004) Characterization of Aggregate Shape Properties Using a Computer Automated System. PhD Dissertation. Texas A&M University. USA. DOI: https://hdl.handle.net/1969.1/1485
ASTM (2011) E1710 - Standard Test Method for Measurement of Retroreflective Pavement Marking Materials with CEN-Prescribed Geometry Using a Portable. American Society for Testing Materials, West Conshohocken, PA, USA.
ASTM (2012) D713 - Standard Practice for Conducting Road Service Tests on Fluid Traffic Marking Materials. American Society for Testing Materials, West Conshohocken, PA, USA.
ASTM (2015) D1155 – Standard Test Method for Roundness of Glass Spheres. American Society for Testing Materials, West Conshohocken, PA, USA.
Babic, D.; T. E. Burghardt and D. Babic (2015) Application and Characteristics of Waterborne Road Marking Paint. International Journal for Traffic and Transport Engineering, n.5, v.2, p. 150–169. DOI: dx.doi.org/10.7708/ijtte.2015.5(2).06 DOI: https://doi.org/10.7708/ijtte.2015.5(2).06
Bosso, M.; K. L. Vasconcelos; L. L. Ho and L. L. B. Bernucci (2019) Use of Regression Trees to Predict Overweight Trucks from Historical Weigh-in-Motion Data. Journal of Traffic and Transportation Engineering (English Edition). n.7, v.6, p. 843-859. DOI: doi.org/10.1016/j.jtte.2018.07.004 DOI: https://doi.org/10.1016/j.jtte.2018.07.004
Carlson, P. J.; E. S. Park and C. K. Andersen (2009) Benefits of Pavement Markings. Transportation Research Record: Journal of the Transportation Research Board, n. 2107, v. 1, p. 59–68. DOI: doi.org/10.3141/2107-06 DOI: https://doi.org/10.3141/2107-06
Diógenes, L. M.; I. S. Bessa; V. T. F. Castelo Branco and E. Mahmoud (2018) The Influence of Stone Crushing Processes on Aggregate Shape Properties. Road Materials and Pavement Design, n.20, v.4, p.877–894. DOI: doi.org/10.1080/14680629.2017.1422792 DOI: https://doi.org/10.1080/14680629.2017.1422792
Fatemi, S.; M. K. Varkani; Z. Ranjbar and S. Bastani (2006) Optimization of The Water-Based Road-Marking Paint by Experimental Design, Mixture Method. Progress in Organic Coatings, n.55, v.4, p.337–344. DOI: doi.org/10.1016/j.porgcoat.2006.01.006 DOI: https://doi.org/10.1016/j.porgcoat.2006.01.006
FHWA (2007) Manual on Uniform Traffic Control Devices for Streets and Highways. Federal Highway Administration, Washington, D.C., USA.
Garboczi, E. and H. Azari (2011) Evaluating the Parameters of the Computerized Optical Method for Size and Roundness Measurement of Pavement Marking Glass Beads using X-ray Microtomography. In: 90th Annual Meeting of Transportation Research Board. Washington DC, USA.
Hummer, J. E.; W. Rasdorf and G. Zhang (2011) Linear Mixed-Effects Models for Paint Pavement-Marking Retroreflectivity Data. Journal of Transportation Engineering, n.137, v.10, p.705–716. DOI: doi.org/10.1061/(ASCE)TE.1943-5436.0000283 DOI: https://doi.org/10.1061/(ASCE)TE.1943-5436.0000283
Ibiapina, D. S.; L. M. Diógenes; V. T. F. Castelo Branco; S. M. Freitas; L. M. G. Motta. and D. F. Diógenes (2020) Análise estatística da qualidade das medidas das propriedades de forma de agragados com o uso do Processamento Digital de Imagens (PDI). Transportes, v. 28, n. 5, p. 1-12. DOI: doi.org/10.14295/transportes.v28i1.1865 DOI: https://doi.org/10.14295/transportes.v28i1.1865
Kalchbrenner, J. (1989) Large Glass Beads for Pavement markings. Transportation Research Record: Journal of the Transportation Research Board, n.1230, p. 28–36. DOI: onlinepubs.trb.org/Onlinepubs/ trr/1989/1230/1230-004.pdf
Masad, E.; D. Olcott; T. White and L. Tashman (2001) Correlation of Fine Aggregate Imaging Shape Indices with Asphalt Mixture Performance. Transportation Research Record: Journal of the Transportation Research Board, n.1757, p. 148–156. DOI: doi.org/10.3141/1757-17. DOI: https://doi.org/10.3141/1757-17
Migletz, J.; J. K. Fish and J. L. Graham (1994) Roadway Delineation Practices Handbook. Federal Highway Administration, Washington, D.C., USA.
Migletz, J.; J. L. Graham; D. W. Harwood and K. M. Bauer (2001) Service Life of Durable Pavement Markings. Transportation Research Record: Journal of the Transportation Research Board, (1749), 13–21. DOI: doi.org/10.3141/1749-03 DOI: https://doi.org/10.3141/1749-03
Mizera, C.M. (2008) Improving Pavement Marking Performance Through Contrasting New Methods to Quantify Marking Presence and Increasing Installation efficiencies through an Evaluation of Prototype Bead Guns. Master Thesis. Iowa State University. Iowa, USA. DOI: doi.org/10.31274/rtd-180813-16415
NTPEP (2004) NTPEP Best Practices. National Transportation Product Evaluation Program, Washington DC, USA.
Pike, A. M. and P. Songchitruksa, P (2015) Predicting Pavement Marking Service Life with Transverse Test Deck Data. Transportation Research Record: Journal of the Transportation Research Board, n. 2482, p. 16–22. DOI: doi.org/10.3141/2482-03 DOI: https://doi.org/10.3141/2482-03
Rich, M.J.; R. E. Maki and M. J. Morena (2002) Development of a pavement marking management system: measurement of glass sphere loading in retroreflectivity pavement paints. Transportation Research Record: Journal of the Transportation Research Board, v. 1794, n. 1, p. 49-54. DOI: doi.org/10.3141/1794-06 DOI: https://doi.org/10.3141/1794-06
Salles, L. S.; D. S. Pereira; D. L. K. Teixeira and L. P. Specht (2015) Avaliação retrorrefletiva de pintura de demarcação horizontal: peculiaridades e considerações sobre a norma e os requisitos mínimos nacionais. Transportes, v. 23, n. 3, p. 6-17. DOI: doi.org/10.14295/transportes.v23i3.886 DOI: https://doi.org/10.14295/transportes.v23i3.886
Sathyanarayanan, S.; V. Shankar and E. T. Donnell (2008) Pavement Marking Retroreflectivity Inspection Data: A Weibull Analysis. Transportation Research Record: Journal of the Transportation Research Board, n. 2055, p. 63–70. DOI: doi.org/10.3141/2055-08 DOI: https://doi.org/10.3141/2055-08
Smadi, O.; N. Hawkins; B. A. Bektas; P. Carlson; A. Pike and C. Davies (2014) Recommended Laboratory Test for Predicting the Initial Retroreflectivity of Pavement Markings from Glass Bead Quality. Transportation Research Record: Journal of the Transportation Research Board, n. 2440, p. 94–102. DOI: doi.org/10.3141/2440-12 DOI: https://doi.org/10.3141/2440-12
Texas DOT (2004). Pavement Marking Handbook. Texas Department of Transportation, Texas, USA.
Thamizharasan, A.; W. A. Sarasua and D. B. Clarke. (2003) A Methodology for Estimating the Lifecycle of Interstate Highway Pavement Marking Retroreflectivity. In: 83th Annual Meeting of Transportation Research Board. Washington DC, USA.
United Nations (2015) The 2030 Agenda for Sustainable Development. DOI: doi.org/10.1201/ b20466-7.
WHO (2015) Global Status Report on Road Safety 2015. World Health Organization. Genebra, Switzerland. DOI: doi.org/http://www.who.int/violence_injury_prevention/
WHO (2018) Global Status Report on Road Safety 2018. World Health Organization, Genebra, Switzerland.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2022 Laura Nascimento Mazzoni, Deise D. N. Machado, Kamilla L. Vasconcelos, Liedi L. B. Bernucci, Guilherme R. Linhares, Verônica T. F. Castelo Branco
This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors who submit papers for publication by TRANSPORTES agree to the following terms:
- Authors retain copyright and grant TRANSPORTES the right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors may enter into separate, additional contractual arrangements for the non-exclusive distribution of this journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in TRANSPORTES.
- Authors are allowed and encouraged to post their work online (e.g., in institutional repositories or on their website) after publication of the article. Authors are encouraged to use links to TRANSPORTES (e.g., DOIs or direct links) when posting the article online, as TRANSPORTES is freely available to all readers.
- Authors have secured all necessary clearances and written permissions to published the work and grant copyright under the terms of this agreement. Furthermore, the authors assume full responsibility for any copyright infringements related to the article, exonerating ANPET and TRANSPORTES of any responsibility regarding copyright infringement.
- Authors assume full responsibility for the contents of the article submitted for review, including all necessary clearances for divulgation of data and results, exonerating ANPET and TRANSPORTES of any responsibility regarding to this aspect.