Skip to main content

Chip Seal Best Practices (2005) / Chapter Skim
Currently Skimming:

Appendix D - Innovative Chip Seal Case Studies
Pages 109-110

The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.


From page 109...
... Project Specific Data The Tai Tapu trial in 2000 had the following results: • First trial -- included three short trial lengths within a 700-m reseal; • Site -- a straight section of two-lane state highway; • Average annual daily traffic -- 2000; • Design adjusted for 5% heavy trucks; • Target application rate -- 1.90 L/m2 of binder; • Lowest application rate in wheelpath -- 1.47 L/m2; • Highest application rate on shoulder -- 2.46 L/m2; • Highest application rate between wheelpaths and centerline application rate -- 2.1 L/m2; • Chip used -- Grade 3 single-sized 16-mm to 13-mm chip, with an average least dimension of 8.61 mm; and • Average sand circle before sealing -- 177 mm. Performance of Practice The traditional design method calculates an average application rate for the whole road surface, which is not applicable to any particular area.
From page 110...
... Considering the width of the surface cracks on roadway surfaces in Borrego Springs, San Diego County found chip sealing over fabric to be more cost-effective than chip sealing with ground rubber/paving asphalt binder, or chip sealing without fabric. Plans for This Best Practice San Diego County plans to routinely use this practice in the desert community where thermal surface cracks on the asphalt concrete pavement are present.


This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More information on Chapter Skim is available.