Density, Permeability, Infiltration, and Absorption Used to Assess Quality of Hot-Mix Asphalt Longitudinal Joints

被引:5
|
作者
Williams, Stacy G. [1 ]
机构
[1] Univ Arkansas, Dept Civil Engn, Fayetteville, AR 72701 USA
关键词
D O I
10.3141/2228-14
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Longitudinal joint quality is critical to the successful performance of hot-mix asphalt pavements. The implementation of longitudinal joint quality specifications is gaining momentum in many states, with density being the most common quality parameter. However, distress at the joint is caused by the ability of air and water to enter the pavement structure, an ability that may be more compatible with a measure of permeability. The objective of this study was to provide guidance for the implementation of joint quality specifications by compiling information that more completely describes the relationships of density, absorption, permeability, and infiltration. On two resurfacing projects, eight joint construction techniques were used, and the ability of each to improve joint quality was assessed. In addition, joint quality was evaluated with regard to proximity to the joint. In general, the joint heater, joint stabilizer, and notched wedge construction methods were the best performers in regard to density and permeability. Traditional rolling methods exhibited lesser quality, indicating that additional measures may be necessary to generate acceptable levels of joint quality. For the most appropriate measure of quality, permeability and infiltration adequately discriminated between varying levels of joint quality, as did nuclear density. Reasonable relationships were developed between density, permeability, infiltration, and absorption. Thus, density measurements can be used for assessing joint quality and simultaneously protecting against excessive levels of permeability.
引用
收藏
页码:120 / 127
页数:8
相关论文
共 49 条
  • [1] Towards a mix design model for the prediction of permeability of hot-mix asphalt
    Blaauw, Sheldon A.
    Maina, James W.
    Horak, Emile
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 221 : 637 - 642
  • [2] Initial ride quality of hot-mix asphalt pavements
    Stroup-Gardiner, M
    Carter, A
    Das, T
    Bowman, B
    CONSTRUCTION 2005, 2005, (1907): : 105 - 112
  • [3] Seismic testing to determine quality of hot-mix asphalt
    Celaya, Manuel
    Nazarian, Soheil
    CONSTRUCTION 2006, 2006, (1946): : 113 - 122
  • [4] Quality verification of polymer-modified asphalt binder used in hot-mix asphalt pavement construction
    Wang, Yuhong
    Chong, Dan
    Wen, Yong
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 150 : 157 - 166
  • [5] Comparison of Density Tests for Thin Hot-Mix Asphalt Overlays
    Wilson, Bryan T.
    Sebesta, Stephen
    TRANSPORTATION RESEARCH RECORD, 2015, (2504) : 148 - 156
  • [6] Asphalt Pavement Analyzer Used to Assess Rutting Susceptibility of Hot-Mix Asphalt Designed for High Tire Pressure Aircraft
    Rushing, John F.
    Little, Dallas N.
    Garg, Navneet
    TRANSPORTATION RESEARCH RECORD, 2012, (2296) : 97 - 105
  • [7] Simple method for predicting laboratory and field permeability of hot-mix asphalt
    Masad, Eyad
    Al-Omari, Aslam
    Lytton, Robert
    BITUMINOUS PAVING MIXTURES 2006, 2006, (1970): : 55 - 63
  • [8] Implementation of Quality Management of Hot-Mix Asphalt with Seismic Methods
    Celaya, Manuel
    Nazarian, Soheil
    TRANSPORTATION RESEARCH RECORD, 2008, 2057 (2057) : 99 - 106
  • [9] Sample size requirements for field permeability measurements of hot-mix asphalt pavements
    Williams, Stacy G.
    TRANSPORTATION RESEARCH RECORD, 2007, (2001) : 56 - 62
  • [10] Analytical derivation of permeability and numerical simulation of fluid flow in hot-mix asphalt
    Masad, E
    Birgisson, B
    Al-Omari, A
    Cooley, A
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2004, 16 (05) : 487 - 496