The effect of aggregate type, size and polishing levels to skid resistance of chip seals

被引:24
|
作者
Uz, Volkan Emre [1 ]
Gokalp, Islam [1 ]
机构
[1] Adana Sci & Technol Univ, Dept Civil Engn, TR-01180 Adana, Turkey
关键词
Pavement; Skid resistance; Surface texture; Chip seal; Slag; STONE MASTIC ASPHALT; STEEL SLAG; PERFORMANCE; ABRASION;
D O I
10.1617/s11527-017-0998-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objective of this study was to investigate skid resistance performance of chip seal samples, which were produced at laboratory conditions, with different aggregate types, sizes and polishing levels. Three different origins such as limestone, basalt and boulder and four by-products including electric arc furnace and Ferrochrome slags were supplied to prepare chip seals. Physical, mechanical and chemical properties of each aggregate were determined. Micro-Deval test device was utilized to obtain polished aggregates at different levels with five different revolutions changing from 5250 to 52,500. Following the polishing process, aggregates were sieved into four different particle sizes ranged from 4.00 to 12.50 mm to manufacture single size chip seals. The aggregate surface at certain polishing levels was monitored via scanning electron microscope. Sand patch method and British Pendulum Test method were used to measure the surface macro-textures and skid resistance performance of each chip seal sample according to ASTM E 965 and ASTM E 303, respectively. In this study, skid resistance performance of each chip seal sample was evaluated with macro and micro textures. The results showed that micro-texture is more significant feature than the macro-texture in skid resistance. The chip seal samples produced with slags show better skid resistance than those produced with natural aggregates. Dependently, utilizing slags in surface coating applications does not only ensure environmental and economic benefits, but also provides high skid resistant pavement.
引用
收藏
页数:14
相关论文
共 50 条
  • [1] The effect of aggregate type, size and polishing levels to skid resistance of chip seals
    Volkan Emre Uz
    İslam Gökalp
    Materials and Structures, 2017, 50
  • [2] Effect of Aggregate Microtexture Losses on Skid Resistance: Laboratory-Based Assessment on Chip Seals
    Ergin, Basri
    Gokalp, Islam
    Uz, Volkan Emre
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (04)
  • [3] Effect of aggregate type and polishing level on the long-term skid resistance of thin friction course
    Zong, Youjie
    Li, Song
    Zhang, Jinbao
    Zhai, Jiahui
    Li, Chuang
    Ji, Kuo
    Feng, Baozhu
    Zhao, Hua
    Guan, Bowen
    Xiong, Rui
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 282
  • [4] Study on micro-texture and skid resistance of aggregate during polishing
    Zhenyu Qian
    Lingjian Meng
    Frontiers of Structural and Civil Engineering, 2017, 11 : 346 - 352
  • [5] Study on micro-texture and skid resistance of aggregate during polishing
    Qian, Zhenyu
    Meng, Lingjian
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2017, 11 (03) : 346 - 352
  • [6] Development of aggregate micro-texture during polishing and correlation with skid resistance
    Wang, Dawei
    Zhang, Zeyu
    Kollmann, Jonas
    Oeser, Markus
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2020, 21 (05) : 629 - 641
  • [7] Effect of aggregate spacing on skid resistance of asphalt pavement
    Fwa, TF
    Choo, YS
    Liu, YR
    JOURNAL OF TRANSPORTATION ENGINEERING, 2003, 129 (04) : 420 - 426
  • [8] Directional characteristics of traffic polishing effect on pavement skid resistance
    Chu, L.
    Zhou, B.
    Fwa, T. F.
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2022, 23 (09) : 2937 - 2953
  • [9] Thermal Exchange and Skid Resistance of Chip Seal with Various Aggregate Types and Morphologies
    Wei, Minghua
    Wu, Shaopeng
    Cui, Peide
    Yang, Tianyuan
    Lv, Yang
    APPLIED SCIENCES-BASEL, 2020, 10 (22): : 1 - 12
  • [10] Effect of aggregate graining compositions on skid resistance of Exposed Aggregate Concrete pavement
    Wasilewska, Marta
    Gardziejczyk, Wladyslaw
    Gierasimiuk, Pawel
    RESILIENT AND SAFE ROAD INFRASTRUCTURE, 2018, 356