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Rubblization Rehabilitation for Concrete Pavements www.AsphaltAlliance.com

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Page 1: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Rehabilitationfor

Concrete Pavements

www.AsphaltAlliance.com

Page 2: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Overview

• Effective rehab for PCC– Break PCC into small segments– Overlay with Hot Mix Asphalt Road-user-

friendly– Rubblize and pave in off-peak hours– High production rates

• Final Product

Page 3: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

What is rubblization?

• Fracturing:– Eliminates slab action– Destroys bond between concrete and

steel• Rubblized base responds as a tightly

keyed, interlocked high-density, unbound layer – Layer cannot crack; already fractured

Page 4: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Why Rubblize?

• Fracturing PCC to segments less than 9” precludes reflection of:– Joints– Cracks– Faults

• Production Rates up to 1 lane-mile/day

Page 5: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Purposes for OverlayingPCC Pavements

• Improve ride quality• Correct surface defects

– improve surface drainage– increase surface friction

• Delay/prevent structural deterioration• Strengthen pavement structure

(rehabilitation)

Page 6: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Pavement Rehabilitation Design Factors

• Pavement type• Condition of existing pavement

– Drainage– Distress – Response to load

• Foundation strength/stiffness– Subbase– Subgrade

• Future traffic loading• Additional corrections (safety, capacity, etc)

Page 7: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

PCC

Reflection Cracking

• By far, the biggest problem in HMA overlays of PCC pavement

• Caused by movement at PCC joints and cracks

Load-induced movement

Joint ClosesJoint Closes

HMA

Slabs ContractSlabs Contract Joint OpensJoint OpensSlabs ExpandSlabs Expand

Reflection crack

Page 8: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

HMA

PCC

Larger Pieces = Larger Movement = Cracking

Page 9: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

HMA

PCC

Smaller Pieces = Smaller Movement = No Cracking

Page 10: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Benefits

• Time savings– Choose work hours– High production rates

• Economic Savings– Reduce user delay costs– Reduce construction costs

Page 11: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

• Environmentally friendly– Reduce landfill– Reduce fuel consumption/air pollution

• Smoothness– Eliminate reflection cracking/faulting

Benefits (continued)

Page 12: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Construction Procedure

• Install/replace existing edge drainage system as required

• Remove existing overlay (if present)• Remove existing HMA patches, replace

with aggregate base as required• Fracture the concrete pavement• Roll• Place HMA overlay (multiple lifts)

Page 13: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Resonant Pavement Breaker

Page 14: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Multi-Head Breaker (MHB)

Page 15: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Rolling

Page 16: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Particle Size• PCC fractured into 9

in.-minus pieces• Most pieces are 1- 4

in. diameter• Aggregate interlock

maintained beneath surface

• Rolling knits together surface particles

Page 17: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

When to Rubblize

Patching > 10%.Severe D-cracking.Severe ASR or ACR cracking.Dowel bar lockingSevere joint deteriorationPersistent faulting.

Page 18: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Precaution

• Weak soils may make construction difficult.

• Option 1– Adjust breaking pattern (12 - 18”) in soft

areas.– Use normal seating rolling.– Resume smaller pattern after weak area.

Page 19: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Precaution• Option 2

– Cease rubblization– Define weak area– Remove/replace problem material– Resume normal operations when past

weak area• Perform a good soils evaluation prior to

construction

Page 20: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

How Effective is Rubblization?

• Witczak and Rada, 1992– "Rubblization . . . is the preferred

rehabilitation method for all types of PCC pavements."

• Thompson, 1999– Rubblization is a "viable and cost-effective

rehabilitation option."

Page 21: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

How Effective is Rubblization?

• 26 States have specifications for Rubblization

• Arkansas– 100 miles of rubblization this year– 300 miles over a 3-year period

Page 22: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Projects• I-440, Raleigh Beltway, North Carolina

–$21.5 million contract–3 1/2 mile project–AADT = 100,000+

• Awards–1993 Sheldon G. Hayes Award - NAPA–1993 Pinnacle Award - AGC–1995 NQI Achievement

Page 23: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

I-440, Raleigh Beltway, North Carolina

Page 24: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

•Rubblize existing concrete pavement

•Widen overall roadway

•Place Permeable Asphalt Treated Base under new lanes

•Overlay with Superpave

•FHWA Showcase October 1997

I-65, Alabama

Page 25: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Projects As of July 1999

no projects 5 + projects 1-4 projects 10 + projects

20 + projects

Page 26: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Rubblizing PerformanceAll Data

y = -1.3149x + 99.439R2 = 0.5419

50

60

70

80

90

100

0 5 10 15 20 25

Age

PCR

PCR =70 @ 22.4 years

Page 27: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Comparisons

Alternatives:• Rubblize PCC, overlay with 10“ HMA• Remove PCC, replace with 12” Fast

Track PCC• Leveling course, 10” Fast Track PCC

Page 28: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Comparisons

Alternative Est. Cost

Rubblize, 10" HMA $17-23/sy

10" unbonded PCC (FastTrack)

$26-36/sy

Remove, replace w/12" FastTrack PCC

$34-46/sy

Page 29: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

References

Page 30: Rehabilitation for Concrete PavementsPCC Reflection Cracking • By far, the biggest problem in HMA overlays of PCC pavement • Caused by movement at PCC joints and cracks Load-induced

Rubblization

Conclusions

•Rubblization is effective. Prevents reflective cracking.

•Rubblization can be done rapidly, minimizing delays.

•Researchers and agencies have concluded that rubblization is technically sound.