Construction and performance of an ultrathin bonded hot-mix asphalt wearing course

被引:0
|
作者
Hanson, D.I. [1 ]
机构
[1] National Ctr. for Asphalt Technology, 277 Technology Parkway, Auburn, AL 36830, United States
关键词
Adhesion - Asphalt - Asphalt pavements - Bonding - Cracks - Surface properties - Thickness measurement - Ultrathin films - Wear of materials;
D O I
10.3141/1749-08
中图分类号
学科分类号
摘要
In recent years, the need for preserving the investment in the U.S. high-way system has received increased emphasis. An effective pavement preservation program includes several maintenance strategies that are applied in cost-effective and efficient manner. Several new technologies have been developed to address these problems. One of the more promising technologies is the use of an ultrathin bonded hot-mix asphalt (HMA) wearing course (UTBWC). It consists of a layer of HMA laid over a heavy asphalt emulsion layer or membrane. The thickness of the ultrathin surface ranges from 9.5 to 19 mm (3/8 to 3/4 in.). The system is placed on a structurally sound rigid or flexible pavement, which may exhibit minor surface distresses. The process was developed in France in 1986 and has been in use in the United States since 1992. Published experimental project reports and inspections of recently completed projects in many locations indicate good performance of the UTBWC. It provides a surface with excellent macro texture qualities, good aggregate retention, and excellent bonding of the very thin surfacing to the underlying pavement.
引用
收藏
页码:53 / 59
相关论文
共 50 条
  • [31] Investigation of In-Place Asphalt Film Thickness and Performance of Hot-Mix Asphalt Mixtures
    Li, Xinjun
    Williams, R. Christopher
    Marasteanu, Mihai O.
    Clyne, Timothy R.
    Johnson, Eddie
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2009, 21 (06) : 262 - 270
  • [32] Evaluation of friction performance of coarse aggregates and hot-mix asphalt pavements
    INDOT, Division of Research, 1205 Montgomery Street, West Lafayette, IN 47906, United States
    J Test Eval, 2007, 6 (571-577):
  • [33] Performance of Recycled Hot-Mix Asphalt Overlays in Rehabilitation of Flexible Pavements
    Carvalho, Regis L.
    Shirazi, Hamid
    Ayres, Manuel, Jr.
    Selezneva, Olga
    TRANSPORTATION RESEARCH RECORD, 2010, (2155) : 55 - 62
  • [34] Online tools for hot-mix asphalt monitoring
    White, GC
    Mahoney, JP
    Turkiyyah, GM
    Willoughby, KA
    Brown, ER
    CONSTRUCTION 2002: MATERIALS AND CONSTRUCTION, 2002, (1813): : 124 - 132
  • [35] Effect of superpave defined restricted zone on hot-mix asphalt performance
    Zhang, JN
    Cooley, LA
    Hurley, G
    Parker, F
    BITUMINOUS PAVING MIXTURES 2004, 2004, (1891): : 103 - 111
  • [36] Mechanical Performance of Hot-Mix Asphalt Modified with Porous Nanosilica Aerogels
    Jahromi, Mohammad Namavar
    Sarkar, Alireza
    Mansourian, Ahmad
    Zaghi, Armin Esmaeil
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2025, 37 (01)
  • [37] Construction and performance of ultrathin asphalt friction course
    Kandhal, PS
    Lockett, L
    FLEXIBLE PAVEMENT REHABILITATION AND MAINTENANCE, 1998, (1348): : 81 - 95
  • [38] Effectiveness of lime in hot-mix asphalt pavements
    Sebaaly, PE
    Hitti, E
    Weitzel, D
    BITUMINOUS PAVING MIXTURES 2003: MATERIALS AND CONSTRUCTION, 2003, (1832): : 34 - 41
  • [39] The state of practice in hot-mix asphalt sampling
    Elseifi, M. A.
    Trepanier, J.
    Wakefield, H.
    Pine, W. J.
    Dahhan, A.
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2011, 12 (02) : 111 - 119
  • [40] Construction and performance of ultrathin asphalt friction course
    Kandhal, Prithvi S.
    Lockett, Larry
    ASTM Special Technical Publication, 1999, (1348): : 81 - 95