Title: Saving Your Asphalt
1Saving YourAsphalt!
36th Annual Rocky Mountain Asphalt Conference
Equipment Show February 18-20, 2009
2The Bad News
3The Good News
Lets not get caught off-guard next time!
4The Bad News
Natural Disasters
Unnatural Disasters
5Five Ways to Save Your Asphalt
- Up the RAP
- Rock the Asphalt
- Thinner Overlays
- The Right Asphalt for the Right Occasion
- Raise the Roof with Shingles
- Perpetuate Asphalt Pavements
6Up the RAP
- Reuse what you have.
- Characterize it like it was any other component
of your product. - Process it properly.
- Advantages
- Economics
- Environment
- Performance
7RAP Guides
8RAP Example
- Virgin mix requires 5.5 AC
- RAP has 4.0 AC
- Use 30 RAP Reduce virgin AC 1.2
- RAP Processing - 6.00/ton
- AC price 650/ton Aggr. price 10/ton
- On 1 ton HMA reduce AC by 0.012 tons
- Reduce aggregate by 0.28 tons
- SAVE 8.80/ton!
9AASHTO Survey of States
- Objectives
- Find extent of RAP usage
- Find the roadblocks to usage
10RAP Use in Base
Allowed
Used
11RAP Use in Binder
Allowed
Used
12RAP Use in Surface
Allowed
Used
13The Survey Says. . .
- We can do more recycling under the existing
specs. Need to consider how its handled. - Need to consider availability.
- Not much consistency between states on whats
allowed. - We need to work with agencies to get RAP
percentages increased, especially in surface
mixes.
14What is limiting RAP?
- Specification limits Superpave
- Specification limits surface
- Lack of knowledge by specifiers
- Specification limits PMA
- Binder Issues
15Rock the Asphalt!
- Use Large Stone Mixes where possible.
- Larger aggregate mixes need less asphalt to
provide the same coating. - Applications
- Heavy duty pavements
- Base mixes
16Surface Area
10 Cube of 1/2 Balls Surface Area 6,280 in2
10 Cube of 1 Balls Surface Area 3,142 in2
10
10
10
10
10
10
17Larger Stone Mixes
18Large Stone Example
- Compare 1-3/4 mix to 5/8 mix
- LSM uses 1.7 less asphalt
- Save 0.017 tons AC per ton HMA
- Save 11.05 per ton HMA!
19Issues with LSM
- Segregation
- Equipment wear
- Sampling
- Permeability
- Noise
20Thinner Overlays
- If overlay placed to correct functional
deficiency (smoothness) rather than structural,
consider a thinner overlay. - Lift thickness related to aggregate size.
- Fine aggregate mixes do not rut more than coarse
aggregate mixes. NCHRP Report 539
21Thin Overlay Example
- Say NMAS/lift is 4
- For 12.5 mm mix 50 mm
- AC content 6.0
- 217 lbs/sy 8.14/sy _at_ 75/ton
- For 9.5 mm mix 37.5 mm
- AC content 6.5
- 163 lbs/sy 6.93/sy _at_ 85/ton
- Thinner overlay 18 less asphalt
- Thinner overlay 1.21/sy less
22When not to use Thin Overlays
- When large NMAS is specified.
- When structural improvement is needed.
23Dont Be Gauche Use the Right Asphalt
- Polymer modified asphalt has many uses
- Reduce rutting
- Reduce thermal cracking
- Reduce fatigue cracking
- Improve overall durability
- Can also be misused
- Low volume roads
- Overlays of cracked pavements
- Base layers
24PMA Economics
- Can be 60 to 80/ton higher than unmodified
asphalt - Can raise HMA price by 4.80/ton
25Raise the Roof with Shingles
- Roofing shingles comprised of
- Polymer modified asphalt
- Fiberglass or felt fibers
- Grit angular fine aggregate
- Mineral filler
26Example
- Roofing shingles contain 20 asphalt
- Use 5 shingles in HMA, reduce 1 asphalt
- Reduce 0.01 ton AC/ton HMA
- Reduce cost by 6.50/ton HMA
27Issues with Shingles
- Tear-off shingles require more processing than
manufacturing waste. - Be careful using tear-offs and RAP in same mix.
Make sure there is enough virgin asphalt. - Sizing of shingle particles is important should
be minus ½ inch.
28Not What Were Looking For!
29Perpetual Pavements
- The sixth of five ways to save asphalt!
- Save asphalt and aggregate over the long term.
Its sustainable. - Lower Life Cycle Cost
- Lower User Cost
30Concept
40-75 mm SMA,
OGFC or Superpave
100 mm to 150 mm
Zone Of High Compression
High Modulus Rut Resistant Material (Varies As
Needed)
Flexible Fatigue Resistant Material 75 - 100 mm
Max Tensile Strain
Pavement Foundation
31Perpetual PavementversusConventional Design
32Comparison of Structures
Perpetual
Conventional
33(No Transcript)
34Material Usage
Save 31
Save 28
Save 28
Save 32
35Costs
Save 44
36Summary
- Possible to save both asphalt and aggregate.
- Need to apply proper solutions.
- Need to apply engineering principles.
- DONT SACRIFICE QUALITY!
37Other Ideas
- Get Pavement considered as part of solution to
road noise Lower Noise Barriers by 3 ft! - Use Rubblization with Overlay rather than Remove
and Replace PCC Save 60 to 70 of Total Cost!