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MODULE 3-8MODULE 3-8
HMA Pavement HMA Pavement Recycling and Recycling and ReconstructionReconstruction
Learning ObjectivesLearning Objectives
Identify options when pavement is Identify options when pavement is near the end of its service lifenear the end of its service life
Identify considerations associated with Identify considerations associated with reconstructionreconstruction
IntroductionIntroduction
Recycling - A rehabilitation alternativeRecycling - A rehabilitation alternative
Essentially all 50 states use some Essentially all 50 states use some form of recyclingform of recycling
73 million tons recycled annually73 million tons recycled annually
Recycling is not a new conceptRecycling is not a new concept
IntroductionIntroduction
Reconstruction – used less and lessReconstruction – used less and less
Cost Cost
Traffic disruptionTraffic disruption
Recycling vs. Recycling vs. ReconstructionReconstruction
Condition of existing pavementCondition of existing pavement
Traffic levelsTraffic levels
Expected life after treatmentExpected life after treatment
Costs and budgetCosts and budget
Time required for constructionTime required for construction
Purpose and Purpose and Application Recycling Application Recycling
Reduced costReduced cost
Preservation of existing pavement Preservation of existing pavement geometricsgeometrics
Conservation of aggregates and bindersConservation of aggregates and binders
Preservation of the environmentPreservation of the environment
Energy conservationEnergy conservation
DefinitionsDefinitions
Recycled asphalt pavement (RAP)Recycled asphalt pavement (RAP)
Reclaimed aggregate material (RAM)Reclaimed aggregate material (RAM)
Recycled hot-mix asphaltRecycled hot-mix asphalt
Asphalt recycling agentAsphalt recycling agent
Asphalt modifierAsphalt modifier
Types of HMA Types of HMA Pavement RecyclingPavement Recycling
Cold in-place recycling (CIPR)Cold in-place recycling (CIPR)
Hot in-place recycling (HIPR)Hot in-place recycling (HIPR)
Hot central plant recycling (HCPR)Hot central plant recycling (HCPR)
Cold In-Place Cold In-Place Recycling (CIPR)Recycling (CIPR)
Used by cities, counties, states and Used by cities, counties, states and countries around the world for countries around the world for rehabilitationrehabilitation
Primarily used on lower volume roadsPrimarily used on lower volume roads
Substantial savings possible compared Substantial savings possible compared to hot recycling or reconstructionto hot recycling or reconstruction
CIPRCIPRPurpose and Purpose and ApplicationApplication
Correcting asphalt pavement distress Correcting asphalt pavement distress No heatNo heat In-placeIn-place Combined withCombined with
Stabilizing agentStabilizing agent Recycling agentRecycling agent AggregateAggregate
CIPRCIPREquipment TrainEquipment Train
Hot In-place Hot In-place Recycling (HIPR) Recycling (HIPR)
Soften top 50 mm (2 in) of existing Soften top 50 mm (2 in) of existing asphalt pavement with heatasphalt pavement with heat
Mechanically removing the pavementMechanically removing the pavement
Mixing with asphalt binder and/or new Mixing with asphalt binder and/or new mixturemixture
Replacing recycled pavement on Replacing recycled pavement on surfacesurface
HIPRHIPRPurpose and Purpose and ApplicationApplication
Corrects HMA surface distressCorrects HMA surface distress
RuttingRutting
CrackingCracking
RavelingRaveling
BleedingBleeding
RoughnessRoughness
HIPR – ConstructionHIPR – ConstructionMethods and Methods and EquipmentEquipment
Heater scarificationHeater scarification
RepavingRepaving
RemixingRemixing
HIPR - What Are HIPR - What Are Potential Problems Potential Problems Here?Here?
HIPR HIPR Equipment Equipment Development Early Development Early LimitationsLimitations In-place air voidsIn-place air voids
OverheatingOverheating Air qualityAir quality SafetySafety DepthDepth Production / costProduction / cost VegetationVegetation
HIPR - Needs Identified HIPR - Needs Identified To Further To Further Implementation Implementation
Higher mixture temperaturesHigher mixture temperatures
Greater depthsGreater depths
Improved air qualityImproved air quality
Variable widthsVariable widths
Reduced noiseReduced noise
HIPR - Needs Identified HIPR - Needs Identified to Further to Further ImplementationImplementation
Larger amounts of new materialLarger amounts of new material
Climb steep gradesClimb steep grades
Better uniformityBetter uniformity
QC/QA guidelinesQC/QA guidelines
HIPRHIPRPerformancePerformance
Improved penetration of asphalt cementImproved penetration of asphalt cement
Improved rideImproved ride
Edge, transverse, and midlane cracking Edge, transverse, and midlane cracking no improvementno improvement
HIPRHIPRLimitationsLimitations
Structurally sound existing pavementStructurally sound existing pavement
HIR limited to 50 mm (2 in) depthHIR limited to 50 mm (2 in) depth
Prefer dry and warm weatherPrefer dry and warm weather
Manholes and utility vaultsManholes and utility vaults
Surface treatmentsSurface treatments
Air qualityAir quality
Economics may constrain on short Economics may constrain on short sectionssections
Hot Central Plant Hot Central Plant Recycling (HCPR)Recycling (HCPR)
RAP useRAP use Tens of millions of tons usedTens of millions of tons used Everyday occurrenceEveryday occurrence Over 40 million tons generated/yearOver 40 million tons generated/year 80 percent of all HMA removed is 80 percent of all HMA removed is
recycled into HMArecycled into HMA Severe limitations in some areasSevere limitations in some areas
HCPR – Construction HCPR – Construction Methods and Methods and EquipmentEquipment
Construction sequenceConstruction sequence
Pavement removalPavement removal
Crushing and stockpilingCrushing and stockpiling
Mixing in central plantMixing in central plant
Laydown and compactionsLaydown and compactions
HCPRHCPRGenerating RAPGenerating RAP
HCPRHCPRMilled RAPMilled RAP
Little additional processing requiredLittle additional processing required
Uniform properties in layerUniform properties in layer
GradationGradation
Asphalt contentAsphalt content
Asphalt propertiesAsphalt properties
Usually stored in separate stockpileUsually stored in separate stockpile
HCPRHCPRRAP PerformanceRAP Performance
FHWA survey of 17 statesFHWA survey of 17 states RAP mixes comparable to virgin mixesRAP mixes comparable to virgin mixes
Proper designProper design Process controlProcess control
Louisiana studyLouisiana study No significant differences in RAP mix No significant differences in RAP mix
and controland control
HCPRHCPRQuality Control Quality Control
Similar tests used for virgin asphalt Similar tests used for virgin asphalt cementcement
Additional tests requiredAdditional tests required
More frequent testingMore frequent testing
Greater variation in test resultsGreater variation in test results
HCPR - Recycled Mix HCPR - Recycled Mix Design & Design & PerformancePerformance
UniformityUniformity
Depth of HMADepth of HMA
Presence of chip Presence of chip sealsseals
Asphalt content Asphalt content (bleeding)(bleeding)
Aggregate Aggregate gradationgradation
Asphalt propertiesAsphalt properties
TrafficTraffic
Types of Types of pavement pavement distressdistress
HCPRHCPRSuperpave and Superpave and RecyclingRecycling
Research completed NCHRP 9-12Research completed NCHRP 9-12
Table 2 - MP2Table 2 - MP2 RAP Percentage Recovered RAP Grade
Recommended Virgin Asphalt Binder Grade
PG xx-22 or lower
PG xx-16
PG xx-10 or
higher No change in binder selection <20% <15% <10% Select virgin binder one grade softer than normal (i.e., select a PG 58-28 if a PG 64-22 would normally be used)
20 – 30% 15 – 25% 10 – 15%
Follow recommendations from blending charts
>30% >25% >15%
HCPRHCPRLimitationsLimitations
Stockpile variabilityStockpile variability
Gaseous emissionsGaseous emissions
Surface treatments and rubberized Surface treatments and rubberized materialsmaterials
Structural evaluation of recycled Structural evaluation of recycled materialsmaterials
Reconstruction Reconstruction IssuesIssues
Condition of subgradeCondition of subgrade
Traffic controlTraffic control
UtilitiesUtilities
GeometricsGeometrics
SafetySafety
Project budgetProject budget
ReviewReview
What are some rehabilitation options What are some rehabilitation options when a pavement is near the end of its when a pavement is near the end of its service life?service life?
What are the major issues concerned What are the major issues concerned with reconstruction?with reconstruction?
Key ReferencesKey References
Davis, B. 2000. “Survey Shows Public Ignorant of Davis, B. 2000. “Survey Shows Public Ignorant of Industry Progress – Asphalt Pavement Recycling Industry Progress – Asphalt Pavement Recycling Leader.” Leader.” California Asphalt California Asphalt May/June 2000, Asphalt May/June 2000, Asphalt Pavement Association, Laguna Hills, CAPavement Association, Laguna Hills, CA
Federal Highway Administration. 2000. “Reclaimed Federal Highway Administration. 2000. “Reclaimed Asphalt Pavement - User Guideline - Asphalt Asphalt Pavement - User Guideline - Asphalt Concrete (Hot Recycling). Federal Highway Concrete (Hot Recycling). Federal Highway Administration, Washington, DC. Administration, Washington, DC. http://www.tfhrc.gov/hnr20/recycle/waste/rap132.htmhttp://www.tfhrc.gov/hnr20/recycle/waste/rap132.htm
Key ReferencesKey References
Kandahl, P. S. and R. B. Mallick. 1997. Kandahl, P. S. and R. B. Mallick. 1997. Pavement Recycling Guidelines for State and Pavement Recycling Guidelines for State and Local Governments – Participant’s Reference Local Governments – Participant’s Reference Book.Book. FHWA-SA-97. Available on CD dated FHWA-SA-97. Available on CD dated March 1998. Federal Highway March 1998. Federal Highway Administration, Washington, DC.Administration, Washington, DC.
Key ReferencesKey References
McDaniel, R., and R. M. Anderson. 2000a. McDaniel, R., and R. M. Anderson. 2000a. Recommended Use of Reclaimed Asphalt Recommended Use of Reclaimed Asphalt Pavement In Superpave Mix Design Method: Pavement In Superpave Mix Design Method: Guidelines. Guidelines. NCHRP Project 9-12. NCHRP NCHRP Project 9-12. NCHRP Research Results Digest Number 253. Research Results Digest Number 253. National Cooperative Highway Research National Cooperative Highway Research Program, Transportation Research Board, Program, Transportation Research Board, Washington, DC.Washington, DC.
Key ReferencesKey References
McDaniel, R., and R. M. Anderson. 2000b. McDaniel, R., and R. M. Anderson. 2000b. Recommended Use of RAP in Superpave Mix Recommended Use of RAP in Superpave Mix Design: Technician’s Manual.Design: Technician’s Manual. NCHRP NCHRP Project 9-12. NCHRP Report 452. National Project 9-12. NCHRP Report 452. National Cooperative Highway Research Program, Cooperative Highway Research Program, Transportation Research Board, Washington, Transportation Research Board, Washington, DC.DC.
Key ReferencesKey References
CMI Communications. 2000. “The CMI CMI Communications. 2000. “The CMI Triple-Drum Hot Mix Asphalt Plant, The Triple-Drum Hot Mix Asphalt Plant, The Ultimate Counter-Flow Plant Design for Ultimate Counter-Flow Plant Design for Productivity and Environmental Productivity and Environmental Performance.” CMI Corporation, Oklahoma Performance.” CMI Corporation, Oklahoma City, OK. City, OK. http://www.cmicorp.com/frame/prod/denasph.http://www.cmicorp.com/frame/prod/denasph.htmlhtml
Key ReferencesKey References
American Recycling and Reclaiming American Recycling and Reclaiming Association (ARRA). 2000. “ARRA Member Association (ARRA). 2000. “ARRA Member Firms Recycle 34 Million Tons.” Firms Recycle 34 Million Tons.” ARRA ARRA Newsletter Fall 2000. Newsletter Fall 2000. American Recycling American Recycling and Reclaiming Association, Annapolis, MD.and Reclaiming Association, Annapolis, MD.
Key ReferencesKey References
Kazmierowski, T., P. Marks, and S. Lee. 1999. Kazmierowski, T., P. Marks, and S. Lee. 1999. “Ten-Year Performance Review of In Situ Hot-“Ten-Year Performance Review of In Situ Hot-Mix Recycling in Ontario.” Mix Recycling in Ontario.” Transportation Transportation Research Record. Research Record. Transportation Research Transportation Research Board, Washington, DC. Board, Washington, DC.
Button, J. W., C. K. Estakhri, and D. N. Little. Button, J. W., C. K. Estakhri, and D. N. Little. 1999. “Overview of Hot In-Place Recycling of 1999. “Overview of Hot In-Place Recycling of Bituminous Pavements.” Bituminous Pavements.” Transportation Transportation Research Record 1684. Research Record 1684. Transportation Transportation Research Board, Washington, DC.Research Board, Washington, DC.
StandardsStandards
ASTM D4552 – Standard Practice for ASTM D4552 – Standard Practice for Classifying Hot-Mix Recycling Agents.Classifying Hot-Mix Recycling Agents.