Visibility of new centerline and edge line pavement markings

被引:0
|
作者
Zwahlen, HT [1 ]
Schnell, T [1 ]
机构
[1] Ohio Univ, Dept Ind & Syst Engn, Human Factors & Ergon Lab, Athens, OH 45701 USA
来源
RESEARCH ON TRAFFIC CONTROL DEVICES | 1997年 / 1605期
关键词
D O I
暂无
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
The objective of the presented two-parr study was to provide nighttime pavement-marking visibility data obtained under automobile low-beam illumination conditions in the field for further calibration of the Ohio University pavement-marking visibility model CARVE (Computer Aided Road Marking Visibility Evaluator). A total of 10 subjects participated in Part 1 of the study. The goal of Part 1 was to determine the end-detection distance of finite-length, new, medium-retroreflectivity, yellow pavement marking tape centerlines without edge lines as a function of the centerline configuration (single dashed, single solid, and double solid) and width. The results of Part 1 confirm that an increase in the average end-detection distance of about 55 percent represents the approximate upper limit of what can be achieved by adding more retroreflective area to a yellow centerline. Part 2 consisted of four main experiments involving 10 subjects each and two follow-up experiments involving a total of 10 subjects. The goal of Part 2 was to provide pavement-marking end-detection distance data for fully marked roads consisting of left and right white edge lines with either a yellow double solid or single dashed centerline. The main effects of width, retroreflectvity, and centerline configuration were found to be statistically significant. A fully marked road consisting of both edge lines and a centerline generally appears to provide end-detection distances that are on average about twice as long as the end-detection distances that can be achieved with a centerline alone, without edge lines.
引用
收藏
页码:49 / 61
页数:13
相关论文
共 50 条
  • [41] Performance Evaluation of Green Pavement Markings for Bicycle Infrastructure
    Fanijo, Ebenezer O. O.
    Kassem, Emad
    Mohamed, Maged
    Lowry, Michael
    JOURNAL OF TRANSPORTATION ENGINEERING PART B-PAVEMENTS, 2023, 149 (01)
  • [42] Current Asset Management Practices Applied to Pavement Markings
    Markow, Michael J.
    TRANSPORTATION RESEARCH RECORD, 2008, (2055) : 78 - 86
  • [43] Repeatability of Mobile Retroreflectometer Unit for Measurement of Pavement Markings
    Holzschuher, Charles
    Choubane, Bouzid
    Fletcher, James
    Sevearance, Joshua
    Lee, Hyung Suk
    TRANSPORTATION RESEARCH RECORD, 2010, (2169) : 95 - 106
  • [44] Assessment of Presence Conditions of Pavement Markings with Image Processing
    Zhang, Yunlong
    Ge, Hancheng
    TRANSPORTATION RESEARCH RECORD, 2012, (2272) : 94 - 102
  • [45] Modeling Retroreflectivity Performance of Thermoplastic Pavement Markings in Alabama
    Ozelim, Luana
    Turochy, Rod E.
    JOURNAL OF TRANSPORTATION ENGINEERING, 2014, 140 (06)
  • [46] Research in Layout of Pavement Markings in Freeway Merging Area
    Dai, Junchen
    Xiang, Qiaojun
    PROCEEDINGS OF THE 2016 INTERNATIONAL FORUM ON MANAGEMENT, EDUCATION AND INFORMATION TECHNOLOGY APPLICATION, 2016, 47 : 968 - 975
  • [47] Special signs and pavement markings improve pedestrian safety
    Retting, RA
    VanHouten, R
    Malenfant, L
    VanHouten, J
    Farmer, CM
    ITE JOURNAL-INSTITUTE OF TRANSPORTATION ENGINEERS, 1996, 66 (12): : 28 - &
  • [48] Tollway sign and pavement markings - Recommended design guidelines
    Stammer, RE
    McDonald, DR
    TRANSPORTATION QUARTERLY, 2000, 54 (03): : 67 - 84
  • [49] Leveraging LiDAR Intensity to Evaluate Roadway Pavement Markings
    Mahlberg, Justin A.
    Cheng, Yi-Ting
    Bullock, Darcy M.
    Habib, Ayman
    FUTURE TRANSPORTATION, 2021, 1 (03): : 720 - 736
  • [50] Color performance of yellow pavement markings at night in the field
    Schnell, Thomas
    Aktan, Fuat
    Miller, Cameron
    TRAFFIC CONTROL DEVICES, VISIBILITY, AND RAIL-HIGHWAY GRADE CROSSINGS 2006, 2006, (1973): : 120 - +