08fall_sustainmgtpracs_jimhuddleston
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Sustainable PavementManagement practices
NWPMA FALL CONFERENCEJim Huddleston, P.E.
Executive Director
Asphalt Pavement Association of
Oregon
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Asphalt Sustainability Asphalt Sustainability
Perpetual Pavements
Porous Pavements
Recycle
Warm MixMill and Fill
Thinner Lifts
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Perpetual Pavements
Perpetual Pavement
› Structure Lasts “forever”
» Bottom-Up Design and Construction
» Indefinite Fatigue Life
› Renewable Pavement Surface.
» High Rutting Resistance
» Tailored for Specific Application
› Consistent, Smooth and Safe Driving Surface.
› Environmentally Friendly
› Avoids Costly Reconstruction
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Perpetual Pavements
Max Tensile Strain
Pa v em e n t Fo u n d a t i o n
High ModulusRut Resistant Material (Varies As Needed)
Flexible Fatigue ResistantMaterial 3 - 4”
1.5 - 3” SMA, OGFC or Superpave
}2” to4”
ZoneOf High
Compression
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Perpetual Pavements
Performance Goals - Avoid These
RepeatedBending
Leads toFatigue Cracking
RepeatedDeformation
Leads toRutting
HMA
BaseBase
Subgrade
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Perpetual Pavements
High Strain = Short LifeHigh Strain = Short Life
Low Strain = UnlimitedLow Strain = UnlimitedLifeLife
StrainStrain
Fatigue Theory for Thick PavementsFatigue Theory for Thick Pavements
UnlimitedUnlimitedFatigueFatigue
LifeLife
Fatigue LifeFatigue Life
S t r a
i n
S t r a
i n
100100
MICROSTRAINSMICROSTRAINS
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ExampleExample
Material Cost for each ~ 2.0Material Cost for each ~ 2.0 – – 2.15 ft2.15 ft22
540,000540,000100,000100,000 ++~ 2.5~ 2.555”” Asphalt Asphalt
66”” AB AB
245,000245,000100,000100,000 ++~ 2.5~ 2.544”” Asphalt Asphalt
99”” AB AB
110,000110,000100,000100,000 ++~ 2.5~ 2.533”” Asphalt Asphalt
1212”” AB AB
MechanisticMechanistic
Fatigue LifeFatigue Life
AASHTO AASHTO
ESALESAL’’ss
AASHTO AASHTO
Structural Number Structural Number SectionSection
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Perpetual Pavements
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Pringle Creek CommunityPringle Creek Community – – PorousPorous Asphalt Streets Asphalt Streets
PerformancePerformancein wet weatherin wet weatherhas beenhas beenoutstandingoutstanding
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Common Recycled Materials inCommon Recycled Materials in
Asphalt Pavements Asphalt Pavements
Shingles
RAP
Crumb / Tire Rubber
GlassSlag
All are in different stages of utilization /evaluation
recycled pavementrecycled pavement
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Raise the Roof with ShinglesRaise the Roof with ShinglesRoofing shinglesRoofing shingles
comprised of:comprised of: – – Polymer modified asphaltPolymer modified asphalt
– – Fiberglass or felt fibersFiberglass or felt fibers
– – GritGrit – – angular fineangular fineaggregateaggregate
– – Mineral filler Mineral filler
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ExampleExampleRoofing shingles contain ~ 20% asphaltRoofing shingles contain ~ 20% asphalt
Use 5% shingles in HMA, reduce 1%Use 5% shingles in HMA, reduce 1%asphaltasphalt
Reduce 0.1 ton AC/ton HMAReduce 0.1 ton AC/ton HMAReduce cost by $5.00/ton HMAReduce cost by $5.00/ton HMA
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Issues with ShinglesIssues with ShinglesTear Tear --off shingles require more processingoff shingles require more processing
than manufacturing waste.than manufacturing waste.Tear Tear --offs have aged asphaltoffs have aged asphalt – – may requiremay require
adjustments.adjustments.Be careful using tear Be careful using tear --offs and RAP inoffs and RAP insame mix.same mix.
Sizing of shingle particles is importantSizing of shingle particles is important – – should be minusshould be minus ½½ inch.inch.
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Not What WeNot What We’’re Looking For!re Looking For!
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Reclaimed Asphalt PavementReclaimed Asphalt Pavement ““ RAPRAP””
Removed and/or reprocessed pavement
materials containing asphalt and aggregates
Over 80 percent of the asphalt pavement,
removed each year for widening and
resurfacing, is re-usedRepresents close to 100 mill ion tons / year
RAP is the Nation’s No. 1 recycled material inboth total amount and percentage recycled
recycled pavementrecycled pavement
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Benefits of usingBenefits of using ““ RAPRAP””
Sustainable-reduces demand for new
materials
Saves energy
Reduces carbon outputImproves performance
Saves money
recycled pavementrecycled pavement
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RAP: sustainable & carbon neutral RAP: sustainable & carbon neutral
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RAP: sustainable & carbon neutral RAP: sustainable & carbon neutral
The entire annual CO2 / greenhouse gas emissions /
carbon footprint from a typical hot-mix plant (~ 2,500 tons)could be totally offset by using 20 - 25% RAP in pavement
mix designs -- accomplished by minimizing acquisition of
energy intensive (natural) raw materials such as aggregate
and petroleum asphalt.
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RAP: Save money RAP: Save money
30,000 tons of RAP contains 1,800 tons of asphalt worth
$1,000,000 and aggregate worth over $300,000. If acontractor gives a 50% “ credit” in their bid the
owner/agency will save $6-7 per ton of mix over the price
of 100% virgin mix
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RAP Standard of PracticeRAP Standard of PracticeODOT allows 30% in all Level 2 and 3ODOT allows 30% in all Level 2 and 3
mixesmixesLocal agencies should not establish moreLocal agencies should not establish morerestrictive RAP practicerestrictive RAP practice
ODOT working on specs to allow higherODOT working on specs to allow higherRAP contentRAP content
May require softer binder grade, separatedMay require softer binder grade, separatedsizessizes
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RAP PerformanceRAP PerformanceMany studies show RAP mixes improveMany studies show RAP mixes improve
Rut resistanceRut resistanceSome studies show slight increase inSome studies show slight increase incrackingcracking
When softer binder used crack resistanceWhen softer binder used crack resistanceis found to be equal to or better than newis found to be equal to or better than newmixmix
RAP mixes generally improve resistanceRAP mixes generally improve resistanceto moisture damageto moisture damage
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Maximizing RAP contentMaximizing RAP contentSignificant successful experience at 40Significant successful experience at 40--
50% RAP content50% RAP contentBarriers include technical productionBarriers include technical productionissues, RAP availability, agencyissues, RAP availability, agencyacceptance, control technologyacceptance, control technology
May require softer binder grade, separatedMay require softer binder grade, separated
sizessizesWarm mixWarm mix
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SUPERPAVE MIX WITH 1/2 RAP
White Rock4-0
AA%
White Rock3/8 - 4
C%
X%
White Rock1/2 - 3/8
B%
RAP1/2 - 0
A%
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sizing RAP sizing RAP
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PROCESSED RAP SCREENED TO ORIGINAL INGREDIENTS
RAPBlack Rock
1-0
AA%
Black Rock
1/2 - 3/8
DD%
Black Rock3/8 - 4
CC%
Black Rock4 - 0
BB%
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sizing RAP sizing RAP
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Benefits of Separated SizesBenefits of Separated SizesIncreased controlIncreased control
Can use in more mix types including openCan use in more mix types including opengradedgraded
Allows higher RAP content Allows higher RAP content
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Warm Mix Asphalt ( Warm Mix Asphalt ( “ “ WMAWMA” ”
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Hot Mix Asphalt 275-325oF
Cold Mix Asphalt 60oF
Warm Mix Asphalt 250-275oF
What is Warm Mix Asphalt?
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Advantages of Lower
Temperatures
• Lower fumes and emissions• Lower energy consumption
• Lower plant wear • Decreased binder aging
• Early site opening• Cool weather paving
• Compaction aid for stiff mixes
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warm mix asphalt warm mix asphalt
Many different technologies
Additives such as waxes and zeolites
Emulsions and water foaming processes
Costs differ; some higher, some lower
End-result: to lower mix temperatures
from 300 oF
~ 250 oF (or lower)Less energy demand / fuel consumption
lower emissions: plant and field
Quantifying energy and emissions
~ 15% less fuel consumption
~ 20% less CO2 emissions
Lower NOx, particulate, other emissions
States, Producers, Contractors, FHWA all interestedTRB funding @ ~ $2MM; performance/ emissions
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– Light oils are either put in asphalt orleft in asphalt during refining
– These light oils boil at above 285o
F
– By mixing at below 285oF, the boiling
point is never reached…eliminatingsmoke (vapor) and corresponding
smell
No Smoke – No Smell…Why?
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Warm Mix in OregonWarm Mix in OregonKnife RiverKnife River – – Medford first plantMedford first plant
Uses foaming technologyUses foaming technologyTest sections for City of MedfordTest sections for City of Medford
Technology is well developedTechnology is well developed
Lower temperature by 25Lower temperature by 25--3030’’
Improve/extend workability andImprove/extend workability and
compactioncompaction Allow higher RAP percentage Allow higher RAP percentage
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WARM MIX Foaming systemWARM MIX Foaming system
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– To achieve compaction (density)…run 275oF
and foam virgin liquid – By using a standard liquid 64-22, you
produce a much softer product than with
virgin mix due to:
• Lower temperature results in lessoxidation
• Light oil remains in liquid
• Steam produced from drying the RAP
creates an inert atmosphere
High Percentage Recycle Mix withStandard Grade of Asphalt
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Benefits of High RAP &
Warm Mix
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• Improved Workability
•
No Smoke – No Smell• High Percentage
Recycle Mix withStandard Grade of
Asphalt• 14% Less Fuel
• 14% HigherProduction
• Reduces Cost
For theProducer/Contractor
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• Comfort & Safety
For the Worker
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• Comfort & Safety ofworkers
• Improve Mixes
For the DOT/Public
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– Less oxidation of mix
– More uniformity of compaction
– With fractionating RAP…more uniform
Why will we have aLonger Life Pavement?
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VIRGIN AGGREGATE
HARDER LIQUIDTRANSFERRED FROM
RAP PREVENTSSTRIPPING
NEWHOT FOAM AC
HELPS DURABILITY
Longer Life
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• Comfort & Safety of
workers
• Improve mixes
• Sustainability
For the DOT/Public
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– By Milling & Recycling – 100% of the
material can be re-used – Reduce new aggregate requirement by
245,000,000 tons/year…annually(from 15% to 50%)
–
Reduce oil consumption by 80,000,000bbl/year…approximately 7 days of
imported oil
Why Sustainability?
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• Comfort & Safety of
workers
• Improve mixes
• Sustainability
• Green
For the DOT/Public
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– Use 14% less fuel due to 50oF lower
temperature
– No volatiles
– Use more recycle
It’s Green!
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• Comfort & Safety of
workers• Improve mixes
• Sustainability
•
Green• Reduce Cost
For the DOT/Public
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Warm Mix in OregonWarm Mix in Oregon Allow use when available with Allow use when available with ““permissivepermissive””
specsspecsEncourage local producers to invest inEncourage local producers to invest inwarm mix technology, consider incentiveswarm mix technology, consider incentives
Warm mix is the future and will becomeWarm mix is the future and will becomestandard practice owing to economic,standard practice owing to economic,
environmental and operational benefitsenvironmental and operational benefits
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Rehab StrategiesRehab StrategiesThin Lift with finer mixesThin Lift with finer mixes
Mill and FillMill and Fill
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Thinner OverlaysThinner OverlaysMany overlays placed to correct functionalMany overlays placed to correct functional
deficiency (smoothness) rather thandeficiency (smoothness) rather thanstructural,structural,
By using smaller aggregate this can beBy using smaller aggregate this can be
done with thinner liftsdone with thinner liftsLift thickness related to aggregate size.Lift thickness related to aggregate size.
Fine aggregate mixes do not rut more thanFine aggregate mixes do not rut more than
coarse aggregate mixes.coarse aggregate mixes. – – NCHRP ReportNCHRP Report539539
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Thinner OverlaysThinner OverlaysThin lift overlays/inlays will provide smoothThin lift overlays/inlays will provide smooth
surface, a seal, and 15 plus years of lifesurface, a seal, and 15 plus years of lifeUse less materialUse less material
Save money and resourcesSave money and resources
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Thin Overlay ExampleThin Overlay ExampleSay NMAS/lift is 4Say NMAS/lift is 4
For 12.5 mm mix ~ 50 mmFor 12.5 mm mix ~ 50 mm
– – AC content 6.0% AC content 6.0%
– – 217 lbs/217 lbs/sysy = $4.88/sy @ $45/ton= $4.88/sy @ $45/ton
For 9.5 mm mix ~ 37.5 mmFor 9.5 mm mix ~ 37.5 mm
– – AC content 6.5% AC content 6.5%
– – 163 lbs/163 lbs/sysy = $3.99/sy @ $49/ton= $3.99/sy @ $49/ton
Thinner overlay = 18% less asphaltThinner overlay = 18% less asphalt
Thinner overlay = $0.89/sy lessThinner overlay = $0.89/sy less
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Rehab StrategiesRehab StrategiesThe most cost effective sustainableThe most cost effective sustainable
approach involves mill and fill forapproach involves mill and fill forpavement rehabpavement rehab
Removes surface distressRemoves surface distress
Prepares surface for overlayPrepares surface for overlay
Maintains gradeMaintains grade
Generates RAP for future useGenerates RAP for future use
Existing roads and streets are a material source
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milling asphalt pavement milling asphalt pavement
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Washington DOT bond studyWashington DOT bond studyGenerally, milling provided a significantly betterbond at the interface between the existingsurface and the new overlay. Curing time had a
minimal effect on the bond strength. The resultsindicated that the absence of tack coat did notsignificantly affect the bond strength at theinterface for the milled sections, whereas it
severely decreased the strength for the non-milled sections. The results also showed thatincreasing the residual rate of tack coat did notsignificantly change the bond strength at the
interface.
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Economics of Mill and FillEconomics of Mill and Fill2 inch mill and fill2 inch mill and fill – – 30% RAP $7.95/SY30% RAP $7.95/SY
11”” level, 2level, 2”” overlayoverlay – – 30% RAP $10.85/SY30% RAP $10.85/SY
Mill and fill is cheaper, better and moreMill and fill is cheaper, better and moresustainable (net gain in RAP for futuresustainable (net gain in RAP for future
use)use)For road with gravel shoulders savings isFor road with gravel shoulders savings isgreater greater
If you add value of extra RAP generatedIf you add value of extra RAP generatedsavings is greater savings is greater
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Sustainable Pavement ManagementSustainable Pavement Management
ASPHALT ASPHALT::thethe environmentally sustainable pavementenvironmentally sustainable pavement
ASPHALT ASPHALT::
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thethe environmentally sustainable pavementenvironmentally sustainable pavementPorous pavements manage stormwater Build all new pavements to manage at the surface(Perpetual)
Asphalt pvmts accept recycled goods / are recycled (RAP)HMA pavements are environmentally preferred
Less energy to construct, low carbon footprint,speed of construction, very low emissions
Warm Mix lowers energy consumption & emissions
Mill and fi ll with high RAP content is most sustainableapproach to providing high quality pavement
RAP can offset the entire annual HMA GHG emissions
greening the blacktop greening the blacktop
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BEES: econ. &BEES: econ. & env env . impacts . impacts
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BEES BEES
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BEES BEES
White Rock4-0
White Rock3/8 - 4
White Rock1/2 - 3/8
Black Rock3/8 - 4
Black Rock4-0
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SUPERPAVE MIX WITH PROCESSED RAP - CHOICE #1
Black Rock1/2 - 3/8
B%C%
BB%
X%
Black Rock4-0
Black Rock3/8 - 4
White Rock4-0
White Rock3/8 - 4
White Rock1/2 - 3/8
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Black Rock1/2 - 3/8
SUPERPAVE MIX WITH PROCESSED RAP - CHOICE #2
BB%
DD%
CC%
B%
C%
X%