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WSB <br />Pavement Management Report <br />Page X10 <br />Chip Seal <br />Chip sealing process involves an application of a uniform layer of emulsified asphalt followed immediately by a <br />layer of cover aggregate across the pavement surface. Pre -sweeping and filling of all cracks shall be done prior to <br />the chip seal application. Chip sealing creates a waterproof surface membrane to the existing membrane, which <br />helps to slow down the deterioration of the pavement from oxidation as well as to prevent the intrusion of water. <br />Chip sealing is typically completed one year after crack sealing. Normally, a good chip seal placed on a newer road <br />can last 5 to 10 years. This assumes the chip seal is protected during placement to allow proper time to cure. <br />Other factors which affect a chip seals performance include the type of binder that is used, the condition of the <br />underlying road and external factors such as plow damage. It is the responsibility of the owner to ensure that <br />these external factors do not contribute to premature failure of a chip seal. It is important to note that chip seals <br />can be effective if constructed properly and if placed on a road that is a good candidate for chip seal. Field surveys <br />will assist in determining which roads are candidates for a chip seal. <br />WSB would recommend the City to reference MnDOT Spec 2356 or the 2006 Minnesota Chip Seal Handbook for <br />guidelines to use when chip sealing. It would be our recommendation that on residential streets, the City use CRS - <br />2 oil with 1/8" Dresser Trap Rock at a rate of .24 to .26 gallons per square yard. On arterials with no bike traffic, it <br />would be our recommendation to use FA -2 aggregate with CRS -2P emulsion at a rate of .26 to .28 gallons per <br />square yard. On heavy commercial streets, it would be our recommendation to use FA -3 aggregate with CRS -2P <br />emulsion at a rate of .35 to .4 gallons per square yard. The larger size aggregate will withstand the heavier vehicle <br />traffic. <br />Fog Seal <br />WSB would recommend the City reference MnDOT Spec 2355 for more information on fog sealing guidelines. Fog <br />sealing is typically completed one year after crack sealing. Typically, a fog seal will last 3 to 5 years. It is important <br />to note that while the color of a fog seal may fade as early as a year after its application, a fog seal remains <br />effective for as many as 2 to 4 years. Fog sealing is another type of preventative maintenance in which only the <br />asphalt emulsion is applied to the roadway to protect the roadway surface from environmental aging, moisture <br />damage, and oxidation. This preventative maintenance technique will not add any strength to the pavement. <br />Micro surfacing <br />WSB would recommend the City reference MnDOT Spec 2354 for more information on micro surfacing guidelines. <br />Micro surfacing is a mix of crushed aggregate, mineral filler, and latex -modified emulsified asphalt. It is applied by <br />a truck equipped with a squeegee or spreader box. Micro surfacing can be applied in multiple layers. It is effective <br />at sealing low -severity cracks, including fatigue cracking, longitudinal cracking, and transverse cracking. It also <br />addresses raveling, friction loss, moisture infiltration, bleeding, and roughness. Micro surfacing is often selected to <br />inhibit raveling and oxidation, as well as improving surface friction and filling minor irregularities and rutting in a <br />roadway. A micro surfacing treatment can be expected to extend a roadway's life by 3 to 6 years, depending on <br />the number of layers applied. <br />