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Title: Bituminous emulsions for highway pavements. National Cooperative Highway Research Program, synthesis of highway practice 30

Technical Report ·
OSTI ID:7075104

Bituminous emulsions are used widely in the construction and maintenance of pavements ranging from high-traffic-volume highways and airports to low-volume rural roads and city streets. The use of emulsions can reduce energy requirements through reduction or elimination of the petroleum distillates that are used in liquid asphalts and through lower heating requirements compared to hot plant-mix asphalt concrete. The elimination of distillates also reduces air pollution. Three pavement design methods primarily applicable to dense-graded mixes are discussed briefly. Spray applications of emulsified asphalt are widely used. Applications without cover material include: tack coats, to promote bond between layers; fog seals, to seal existing surfaces; and curing seals, to seal cement- or lime-treated bases. Surface treatments and seal coats are spray applications of asphalt followed by an application of aggregate embedded by rolling. Slurry seals consist of a mixing of slow-setting or quick-setting mixing-type emulsion, fine aggregate, mineral filler, and water applied to a surface to serve as a crack filler and wearing course. For emulsion mixes the important properties of aggregates are mineralogical composition, hardness, abrasion resistance, porosity, durability, particle shape, surface texture, surface chemistry, and gradation. For quality construction, proper controls and good workmanship are required. Construction with emulsified asphalt involves different procedures from those used with cutbacks and asphalt cements. Care should be exercised in the storage and handling of emulsions to avoid breaking them. Emulsion mixes preferably are prepared in a central plant using a pugmill or drum mixer. Some of the important hints for quality construction with asphalt emulsions are included. Emulsions are also used for maintenance operations, such as crack repairs, pothole filling, skin patching, and overlays for skid resistance.

Research Organization:
Transportation Research Board, Washington, D.C. (USA)
OSTI ID:
7075104
Report Number(s):
PB-246844
Country of Publication:
United States
Language:
English