Chip Sealing Essay

1936 Words4 Pages

1.1 Chip Sealing Chip seals have been used since the year 1920’s in the United States when they were used as a stratum for low volume gravel roads. Since then it has been used proudly both as a new paving process and as a precautionary handling treatment for existing pavements. In Iceland, chip sealing was first used in 1978 when a 15 km section was paved in southern Iceland. Chip seals are mostly used on low volume roadways with ADT<5,000 although some nations like South Africa and Australia use it on higher volume roads with ADT up to 50,000. The main factor most agencies have a limit on traffic volume for chip seals is because of traffic control. If speed can be limited for adequate amount of time, there are no limits on traffic volume. Prior to there is any opinion of design methodology, it must be unequivocal that the selection of those roads that will advantage from the pavement preservation technique vested with chip sealing is the first and most elemental step in the design method. Chip seals are not meant to develop the structural competence of the pavement section. The formula for chip seal success is articulate framed by the following extract: …show more content…

It is most commonly applied on top of an existing pavement to protect it from wearing of tire, to inhibit water penetrating through it, and to armature it from the sun. Chip sealing also entrust the roadway a macrotexture that rises skid counteraction of the stratum. The underlying pavement has to be in fair or good stipulation for the chip sealing to work effectively. Large rift or exorbitant hazard in the current pavement will minimize the service life of the chip seal. If present pavement is in bad condition with potholes, deep wheel path rutting or large cracks, it must be repaired before applying the chip seal. Chip sealing is merely a surface treatment and does not add to the structural efficiency of the

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