pavement engineering in canada - · pdf file•lower volume rural roads •low truck...
TRANSCRIPT
Introduction
Mark Popik, M.Eng., P.Eng.
Senior Pavement Engineer
Thurber Engineering Ltd.
2010 Winston Park Drive
Oakville, Ontario
905-829-8666
University of Waterloo• Wanted to study ‘Mechanical Engineering’
• (was offered ‘Civil’ instead)
• University of Waterloo (1994 to 1999)
• Work 3 work-terms for JEGEL • Geotechnical/Pavement Engineering
• Not Ready for Real Life, so ……
University of Florida
• Lived in Gainesville, FL (1999-2000)
• Studied Pavement Materials (Civil Engineering)
• Thesis work – Asphalt binder testing (PG Grading)
Real Life Begins• Applied Research Associates Inc. (Feb 2001 - 2012)
• Received P.Eng. (Ontario) in 2003
• Received P.E. (Florida) in 2009
• Started with Thurber – March 1, 2012
• Registered with MTO• Pavement Engineering – High Complexity• Flexible & Rigid Pavement Evaluations• Pavement & Soil Investigation – Complex
Many Different Types of Pavement• Different pavements for different needs
• Low rural volumes• Higher volume roadways• Heavy truck/bus corridors
• Pavement Types• Flexible• Rigid• Composite
Surface Treated Pavements
• Thin bound surface • Lower volume rural roads• Low truck volumes
• Most consist of an asphalt emulsion covered with loose aggregate
Asphalt Concrete Pavement• Asphalt cement is used to coat aggregate
• Paved layers are compacted in lifts
• Different mixtures are often for different classes of roadways and at different thicknesses
• Individual lifts are compacted to meet specified target densities
Interlocking Concrete Pavers• Durable wearing surface• Simple to construct pavement surface• Often used for aesthetic reasons
Types of Concrete Pavements• Cast in Place – New Construction
• Jointed Plain (Doweled/ Non-doweled)
• Roller Compacted Concrete
• Bonded/Unbonded Concrete Overlays
Composite Pavements
• Constructed by placing an asphalt overlay above a rigid pavement
• Usually created when aged concrete pavements are rehabilitated
• High strength concretecombined with flexiblesurface
Permeable Pavements• Stores rain water in the pavement structure
• Promotes water infiltration into subgrade
• Reduced the need for storm water management system
• Low volume pavements
• Multiple surface types• Porous Asphalt
• Pervious Concrete
• Permeable Pavers
EVALUATING EXISTING PAVEMENTS
Pavement Evaluation Techniques
Laboratory TestingData InterpretationPavement Designs
Pavement Evaluation Techniques• Pavement surface condition survey
• Pavement cores
• Boreholes
• Rock line investigations
• Falling Weight Deflectometer testing
• Ground Penetrating Radar survey
Visual Condition Survey• Manual pavement condition survey
• Project Level Evaluations
• Fully automated survey vehicles• Typically for Network Level Evaluations
Rock Line Determination
• Rock line in cut sections• Rock line in transition areas• Transversely sloping rock line• Impact of rock on drainage• Over blasting required
Load - Deflection Testing
30 60 90 20
Undeflected Pavement
Surface Deflected Pavement
Surface
0 45 150 cm
• FWD Testing for Concrete Pavements • Joint/crack Load transfer• Mid-slab tests
FWD - Load Transfer Testing
FWD - Structural AnalysisRigid Pavements
• Load transfer efficiency at joints and cracks• Sub-surface void detection• Estimate the effective modulus of subgrade reaction• Estimate modulus of elasticity of the concrete
Flexible Pavements• Estimate pavement layer and subgrade resilient modulus• Provide a direct estimate of the pavements Effective Structural
Number• Quantify variability along pavement section
Ground Penetrating Radar (GPR)
Aerial Antennas Ground Coupled AntennasHigh Speed
Noggin SmartCart System
GPR - Subsurface Images• Antenna transmit high
frequency electromagnetic waves
• Portion reflects back to the surface
• record echoes• builds an image from the
echoes
Image courtesy of Sensors & Software Inc.
Concealed Repair Patches
Popik, M., Redman D., “Using Ground Penetrating Radar as an Assessment Methodology in RoadwayRehabilitation”. 2006 Transportation Association of Canada Annual Conference, Charlottetown, PEI
Granular Base/Subbase Thickness
Eastbound Lane 1
Pavement Structure Thickness
0
500
1000
1500
25000 25200 25400 25600 25800 26000
Station (m)
Th
ick
nes
s (m
m)
Bottom of Asphalt Bottom of Granular
Image courtesy of Sensors & Software Inc.
EVALUATING EXISTING PAVEMENTS
Pavement Evaluation TechniquesLaboratory Testing
Data InterpretationPavement Designs
Laboratory Testing• Complete asphalt laboratory testing
• AC content• Aggregate gradation• Recovered penetration• PG binder verification
• Complete Concrete laboratory testing• Compressive strength• Petrographic analysis• Indirect tensile testing
Laboratory Testing – Granular• Granular Base/Subbase Testing:
• Aggregate gradation• Percent crushed particles• Asphalt coated particles
Laboratory Testing - Soils• Subgrade Soil Testing:
• Particle size determination• Atterberg limits• Moisture content• Moisture/density relationship (Proctor)
EVALUATING EXISTING PAVEMENTS
Pavement Evaluation TechniquesLaboratory TestingData Interpretation
Pavement Designs
Data interpretation• Each investigation tool provides insight into a
different aspect of the pavement
• Combine the results for a complete picture• Subgrade Strength• Pavements existing structural capacity• Pavement existing functional capacity• Localized distresses• Safety concerns
Data interpretation• Investigation should determine where the pavement
is on the Pavement Life Cycle Curve
EVALUATING EXISTING PAVEMENTS
Pavement Evaluation TechniquesLaboratory TestingData InterpretationPavement Designs
• Involves pulverizing the existing asphalt surface with the underlying granular base
• Blended pulverized material is stabilized with expanded asphalt
Full Depth Reclamation with Expanded Asphalt Stabilization
• Suitable for depths up to 150 mm
• Asphalt thickness must be greater than milling depth
• Breakthrough into granular base could cause problems during construction
Cold In-Place Recycling