Tips for Success with RAP
- Consider recycling as an option during design stages of all
rehabilitation projects.
- Evaluate RAP and report its composition in plans, specifications
and estimates to successfully use greater percentages of RAP in HMA
mixtures.
- Perform enough pavement sampling to estimate variability of
material properties.
- Decrease the handling and hauling of RAP to maximize its value.
- Separate and identify by source large quantities of RAP obtained
from different sources.
- Produce a homogenous RAP product from a composite pile by first
blending it thoroughly with a front-end loader or bulldozer. Then
crush the largest RAP stone size to one smaller than the top-size in
the hot mix being produced (e.g., 0.625 in. for a 0.75 in. top-size
mix). This ensures the asphalt bond is broken as much as possible
and eliminates oversized stones.
- Fractionate RAP material into two or more stockpiles, dividing
the RAP into coarse and fine fractions using either a 3/8-inch
screen or a ½-inch screen.
- Avoid low, horizontal RAP piles, which have a tendency to hold
water. Large cone- shaped stockpiles, originally thought to cause
re-agglomeration, are now thought to be better. Experience has
proven that RAP tends to form a crust over the exterior that is
eight to 10 inches thick.
- Avoid driving front-end loaders and bulldozers directly on RAP
stockpiles to minimize compaction.
Cover RAP stockpiles when feasible because RAP doesnt shed water or
drain like other aggregates. However, tarps should not be used
because they cause condensation.
- Place RAP on a solid paved surface to improve drainage and reduce
soil contamination during loading.
For more information
RAP Stockpile Management and Processing in Texas: State of the
Practice and Proposed Guidelines, Texas A&M University, Texas
Transportation Institute, 2009, 6092-1