Difference between revisions of "Chipseal"

Latest revision as of 09:23, 20 September 2010

Chip seal is a pavement surface treatment that combines a layer(s) of asphalt with a layer(s) of fine aggregate. In the United States, chip seals are typically used on rural roads carrying lower traffic volumes, and the process is often referred to as "asphaltic surface treatment". In Australia and New Zealand, chip sealing is referred to as a "sprayed seal" or "tarseal" and is used on a larger percentage of roads, both rural and urban.^[1]

Uses

Chip seal is cheaper than resurfacing an asphalt concrete or a Portland Cement Concrete pavement, but not as long lasting. In some states of the United States, chip sealing is used in conjunction with new road construction to make the road bed more durable and longer lasting.

Installation

Chip seals are constructed by evenly distributing a thin base of hot bitumen or asphalt onto an existing pavement and then embedding finely graded aggregate into it. The aggregate is evenly distributed over the seal spray, then rolled into a smooth pavement surface. A chip seal surfaced pavement can optionally be sealed with a top layer which is referred to as a fog seal or cape seal.

The introduction of polymer-modified bitumen and emulsion binder has increased the chip seal's ability to prevent crack reflection and improve stone retention by improving the properties of the bitumen binder. Newer techniques use asphalt emulsion (a mixture of liquid asphalt, surfactant, and water) instead of asphalt. This has been shown to help reduce aggregate loss and reduce cost of installation, but can increase the occurrence of stripping. It reduces emissions of volatile organic compounds (VOCs) due to the lower solvent content.

It can keep good pavement in good condition by sealing out water, but provides no structural strength and will only repair minor cracks. While the small stones used as surface yield a relatively even surface without the edges of patches, it also results in a very rough surface that leads to significantly louder rolling noises of automobile wheels.

Although chip seal is an effective low cost way to repair road, it has some drawbacks. Loose crushed stone is often left on the surface, due to under-application of emulsion or over application of stone. If not removed, this can cause safety and environmental problems such as cracked windshields, loss-of-control crashes (especially for motorcyclists and bicyclists), and deposition of foreign material into drainage courses. Therefore, it is very important to sweep the road after the emulsion sets.

Bitumen, as it is known everywhere but the United States and Canada, is the actual binder used in chip seal applications. It is referred to as asphalt (binder) in the United States and Canada.

Noise and vibration effects

The rough wearing surface of the chipseal generates more roadway noise at any operating speed than does typical asphalt or concrete surfaces. This typically is not a major concern at very low operating speeds, moreover, chipseals are typically used on low volume rural and urban roadways. These sound intensities increase with higher vehicle speeds.^[2] There is a considerable range in acoustical intensities produced depending upon the specific tire tread design and its interaction with the roadway surface type.

The rough surface causes noticeable increases in vibration and rolling resistance for bicyclists, and increased tire wear in all types of tires.

Vehicle speed can affect the set up time with chipseal. Shortly after construction (depending on weather conditions) the set speed for chip seal is 10-15 MPH for the first 24h-48h after construction.^{[citation needed]}

References

See also

Bituminous Surface Treatment under Pavement (material)

External links

• More chip seal information

1. ↑ Sprayed Seal, Local Government & Municipal Knowledge Base, accessed January 29, 2010
2. ↑ C.Michael Hogan, Analysis of highway noise, Journal of Water, Air, & Soil Pollution, Volume 2, Number 3, Biomedical and Life Sciences and Earth and Environmental Science Issue, Pages 387-392, September, 1973, Springer Verlag, Netherlands ISSN 0049-6979