Friends link: C2010-590 C2010-599 C2090-913 CA0-001 CTFL-001 E20-324 HH0-130 JN0-101 JN0-692 M2020-622 1D0-525 1Y0-250 1Y0-350 1Z0-510 200-001 200-530 225-030 250-316 352-001 4A0-103 4A0-105 700-104 70-177 70-416 70-432 70-450 70-452 70-668 920-183 9A0-125 9A0-127 A00-260 A2010-570 A4040-224 ASC-029 C_TADM51_70 C2010-502 C2010-538 C2010-564 C2010-577 HP0-S41 640-722 JN0-102 300-208 070-483 1Y0-253 1Z0-478 640-461 1Z0-591 400-101
• Thursday, January 05th, 2012

Micro Surfacing

What:  Micro surfacing is a high performance enhanced slurry seal composed of a mixture of polymer modified emulsified asphalt, dense-graded crushed fine aggregate, mineral filler, break control additives and water.  The emulsifiers and additives allow micro surfacing to be placed at thicknesses up to 1.5 inches and the surface to cure in less than an hour. (Slurry seals are applied at the thickness of the largest aggregate, and can take up to 8 hours to cure sufficiently for traffic return.)  Micro surfacing requires a special machine with an attached spreader box with a double strike-off blade design.  The micro surfacing unit can be truck-mounted or self-propelled.  A special rut box is used for filling ruts over ½”.  Micro surfacing is used to fill non-working ruts, to restore skid resistance and as a preventive maintenance treatment for both flexible (asphalt) and rigid (Portland Cement Concrete) pavements.  It is available in two types, determined by the maximum aggregate size.  Type II, with slightly smaller average aggregate size, is used to fill surface voids, address surface distresses, seal, and provide a durable wearing surface on airports and city streets.  Type III, with a larger average aggregate size, provides maximum skid resistance and an improved wearing surface, and is used for heavily traveled highway, collectors and interstates pavements, for rut filling, or for placement on highly textured surfaces requiring larger size aggregate to fill voids.

Where:  Flexible or rigid pavements in good structural condition with loss of friction, non-working ruts, and/or low to medium severity surface distresses such as cracking and raveling.  Any cracks greater than ¼ inch should be sealed prior to micro surfacing.  Micro surfacing is an effective pavement preservation treatment for very high volume roadways where quick traffic return is important.  It has been successfully used on all types of pavements including airports, parking lots, residential streets, city streets and interstates.

Why (advantages):  High quality materials, strict specifications and performance-based design procedures yield a high performance surface that corrects minor surface profile irregularities, fills ruts, cures quickly for traffic return in less than an hour, lasts longer than some other surface treatments such as slurry seals, and can be constructed at night (or cooler temperatures).  It protects the pavement structure from moisture and the surface from further deterioration.  Micro surfacing is a cost-effective alternative to hot mix asphalt overlays for pavement preservation of concrete pavements as well as asphalt pavements.

Why not (disadvantages):  Micro surfacing requires special equipment that is heavier than a slurry machine.  The cost is higher than a slurry or chip seal treatment.

When:  Micro Surfacing should be applied when the pavement structure is in good condition, but there are minor to moderate surface distresses.

Estimated life extension: 6-8 years over pavements in good condition; 5-7 years on pavements in fair condition; 2-5 years for pavements in poor condition.

For more information on successful micro surfacing, consult the Micro Surfacing Checklist put together by FP2 Inc. and FHWA.


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