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Texturing of Concrete Pavements

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  • Saadedin
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    • Sep 2018 
    • 35739 
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    Texturing of Concrete Pavements





    SUMMARY

    The objective of the research performed under NCHRP Project 10-67 was to recommend

    appropriate methods for texturing concrete pavements for specific applications and ranges

    of climatic, site, and traffic conditions. To accomplish this objective, several sequential tasks

    were performed.

    First, information was collected, reviewed, and analyzed to establish the state of the practice

    in concrete pavement texturing and to identify innovative technologies. Next, a field investigation

    of pavement surfaces was conducted to identify concrete surface textures appropriate

    for

    construction and evaluation in a test site. The test site featured nine sections with “formed”

    textures

    (i.e., drag or tine finishes created in fresh concrete) and three sections with “cut” textures

    (i.e., ground or grooved finishes created in hardened concrete) that were tested

    for texture, friction, and noise shortly after construction.

    Analysis of data obtained from both the in-place and newly constructed texture test sections

    was combined with information on the state of the practice to develop a process and guidelines

    for selecting textures for a range of applications and to prepare sample specifications for

    texturing

    concrete pavements.

    Background

    It has long been recognized that the texture of portland

    cement concrete (PCC) pavement surfaces directly influences

    friction and safety characteristics (American Concrete Institute

    [ACI], 1988). Prior to 1967, most PCC surface textures

    were constructed using a burlap drag process. However, at

    that time, this texturing method did not provide a minimum

    frictional coefficient of 0.30, as was required by at least one

    state—California (Neal, 1985). Consequently, other texturing

    methods were developed to improve frictional/safety characteristics,

    the most common of which is transverse tining (grooving

    the PCC surface perpendicular to the traffic direction prior

    to curing). The uniform narrow grooves provide water drainage

    and increase the macro-texture of the surface, resulting

    in good wet-weather pavement–tire friction and reportedly

    a good safety record.


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