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Mix design for slurry surfacing

Mix design procedure for slurry surfacing is provided by ASTM D 3910 (2011) for slurry seal and ASTM D 6372 (2010) for micro-surfacing. [Pg.311]

However, they specify performance-related technical requirements based on visual assessment of defects, which will be covered in subsequent sections. The determination of the target mix is left to the producer/manufacturer. [Pg.311]

Nevertheless, the draft EN (CEN prEN 16333 2014) related to slurry surfacing specifications for airfields suggests a mix design procedure, very similar to ASTM D 6372 (2010). [Pg.311]

For slurry seal, when the pavement surface is in relative good condition and surface texture does not change significantly, according to ISSAAIOS (2010). [Pg.312]


See other pages where Mix design for slurry surfacing is mentioned: [Pg.311]    [Pg.316]   


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Mix design for slurry surfacing on airfields

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