Reflective Cracking- Moving HMA from a Maintenance ... Cracking Moving HMA from a Maintenance...

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1 Reflective Cracking Moving HMA from a Maintenance Treatment to a Rehabilitation Alternative R. Chris Williams Xinjun Li July 2007

Transcript of Reflective Cracking- Moving HMA from a Maintenance ... Cracking Moving HMA from a Maintenance...

Page 1: Reflective Cracking- Moving HMA from a Maintenance ... Cracking Moving HMA from a Maintenance Treatment to a Rehabilitation Alternative R. Chris Williams ... Cracking Phenomenon •

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Reflective CrackingMoving HMA from a Maintenance

Treatment to a Rehabilitation Alternative

R. Chris WilliamsXinjun Li

July 2007

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Outline of Presentation

• Background• Why is this a problem?• How can we solve?• Modeling Aspects• Materials Characterization• Proof Testing• Construction Considerations• Summary

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Cracking Phenomenon

• Fatigue– Bottom up– Top down

• Low Temperature• Cracking in a stabilized base• That other construction material that is

good for going vertical!

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Reflective Cracking in Washington

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Background• Reflective cracks are caused by discontinuities in the

underlying layers which propagate through the HMA surface due to movement at the crack;– Most common in asphalt overlays placed on rigid pavements;– Also occurs in asphalt overlays on cracked asphalt concrete

pavements;– Also in asphalt pavements with stabilized bases.

• One of the major failure modes in rehabilitated pavements;

• Usually overlooked during the overlay design process.– Reflective cracking is not considered a structural inadequacy.

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Background (Cont’d)

• Cracks or joints in an underlying concrete pavement;

• Low temperature cracks in the old HMA surface;• Block cracks induced by the old HMA surface or

by subgrade soil cracking due to shrinkage;• Longitudinal cracks in the old surface; or• Fatigue cracks in the old surface.

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Background (Cont’d)

• Two types of reflective cracking– Single reflective cracking– Double reflective cracking

Zhou & Scullion, AAPT 2005

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Background (Cont’d)• Mechanisms of Single Reflective Cracking

– the opening and closing of the joint or crack and temperature variations caused thermal stress and induces cracking initiation;

– traffic loading and associated stress play a role in the second step of the crack propagation

Nunn, RILEM Conference, 1989

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Why this is a problem?

• Weakening the pavement system by infiltration of water into the lower layers;

• Premature deterioration of the overlay;• Increase in maintenance time and cost; and• Poor ride quality and unsafe conditions.

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How can we solve?

• Design asphalt mixtures with higher cracking resistance;– Cracking resistance measurement is a priority

• Increase overlay thickness;• Use a modified overlay mix;• Modifying existing pavement prior to overlay

construction; and• Use of interlayer to reduce stresses and

inhibit cracks.• Rubblize or crack & seat

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Modeling aspects?

• Fracture mechanics model– Linear elastic fracture mechanics

• Fracture energy and toughness• Paris-Erdogan phenomenological law

– Elastic-Plastic Fracture Mechanics – Time-Dependent Fracture Mechanics

• Cohesive zone model– Fracture energy– Tensile strength

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Material Characterization• Fracture energy

– Semi-circular bending test (SCB)

P

OO'

A W

Wtail

uuc

ligf

f AWG =

Wf: work of fractureAlig: area of the ligament

∫= PduW f

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Material Characterization (cont’d)

• Tensile strength– Indirect tensile strength test (IDT)

Extensometer

Data Acquisition

Specimen

Button

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Linear Kneading Compactor

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Proof Testing• Reflective cracking testing with APA

configuration– Beam specimen (125mm x 300mm)– Existing cracks (4mm)

HMA Sample

InterlayerConcrete Blocks w/ Cracks

Flexible Support System

Existing Cracks (4mm)

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• Texas Transportation Institute Overlay Tester– Beam specimen (15mm x 75mm x 38mm)– Existing cracks (2mm)

Reflective Cracking Testing

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• Thin stress\strain absorbing layer;– Asphalt rubber and geotextiles

• Reworking the top 2 to 4 inches of the old surface using recycling techniques;

• Unbound “relief” layer• Crack & seat: breaking up the underlying slabs

into smaller pieces and then seating them into the subbase layer using heavy rollers;

• Rubblize the existing concrete prior to overlay;• Saw cut through the HMA overlay over the joint.

Construction Considerations

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Grid System with Crack Sealing

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Good construction practice is critical to the success of many techniques to mitigating reflective cracking!

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I-40 in Arizona

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Summary

• Evaluation of mix designs for use in mitigating reflective cracks

• Tools for evaluating pavement structures for mitigating reflective cracking

• Quality construction practices and specifications

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Thank you!Questions?