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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%