Prepared by Kory Keller of Allen Keller Company, this presentation discusses the process and issues involved in widening highway shoulders. Please remember to cite this research if the information you find here is used.
4. Safety slopes – the enemy
• Work that is not gainful to the progress
of the project.
• Quality Control issues
• Permeates Runoff
5. Slopes (cont)
• While safety slopes are an obvious and
necessary hazard abatement, the
elimination of the hazard is even
better.
6. How can we avoid the safety slope hazard?
• Avoid the use of multiple layers in
pavement design
• Multilayer Example: 6 in flex base, prime,
and 2”hmac
7. How can we avoid the safety slope hazard (cont)?
• Consider using a single layer, or
“monolithic” approach.
• Monolithic example, 6 or 8” of flex
base over subgrade, or 4-8’’ of hmac
that fills to final surface.
• The need for the safety slope is
eliminated.
8. Flex base vs. hot mix
• Flex base is considerably cheaper,
especially as we move farther away
from the hmac plants.
• HMAC is seasonal
• Unsuitable subgrade risk
9. Benefits of aggregate prime
• Quick and reliable protective cover
• Finished base under Traffic
• Adheres very well to base course
• Low maintenance under traffic in
comparison
• Protects ride quality on finished base
10. Benefits of aggregate prime (cont)
• Traffic uses the widened road
immediately
• Cheap base slope protection
• All season application