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Pavement Maintenance - Cornell Local Roads Program - Cornell ...

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<strong>Pavement</strong> <strong>Maintenance</strong><br />

Table 10 - Distresses repaired by selected thin wearing courses<br />

Waterproofs<br />

the pavement<br />

Restores skid<br />

resistance<br />

48 <strong>Cornell</strong> <strong>Local</strong> <strong>Roads</strong> <strong>Program</strong><br />

Restores an<br />

oxidized surface<br />

Trues & levels<br />

minor ruts<br />

Sand seal Yes Yes Yes No<br />

Chip seal Yes Yes Yes No<br />

Slurry seal Yes Yes Yes No<br />

Micropaving Yes Yes Yes Up to 3/4"<br />

NovaChip Yes Yes Yes Up to 1/2"<br />

Thin overlay Yes Yes Yes No<br />

Overlays (up to one inch thick) are a type of thin wearing course. Until almost one and a half<br />

inches are placed, there is not a significant strength increase provided by the asphalt concrete<br />

overlay. A thin overlay will not correct minor ruts. Unless a separate true and leveling course is<br />

applied first, traffic will recompact a single lift of asphalt back in the existing ruts. Micropaving<br />

and Novachip, on the other hand, were designed to fill minor ruts.<br />

Sand seal<br />

A sand seal is a layer of asphalt emulsion covered by a layer of fine aggregate (sand). It is not as<br />

durable as a chip seal. Sand seal has an expected lifespan of four to five years, if placed at the<br />

right time, and in the right place.<br />

Chip seal<br />

Also known as a surface treatment, a chip seal is a<br />

layer of asphalt emulsion covered by a layer of<br />

single-sized aggregate. Timing of the construction,<br />

and the weather during construction, have major<br />

influences upon the success or failure of a chip<br />

seal. Chip seals will be discussed in more detail<br />

later in this chapter. Figure 30 shows the proper<br />

spacing between the laying of the emulsion and the<br />

chip spreader during a chip sealing operation.<br />

Figure 30 – Proper spacing of<br />

emulsion and chip spreader

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