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SWIFT CONFERENCE 2006 PAVEMENT DEFECTS AND REPAIR Mounir Moughabghab PEng AAE

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Pavement Defects and Repair

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Page 1: Mounir Presentation Swift

SWIFT CONFERENCE 2006PAVEMENT DEFECTS AND REPAIR

Mounir Moughabghab PEng AAE

Page 2: Mounir Presentation Swift

Outline

1. Introduction to Pavement Defects1. Introduction to Pavement Defects

2. Pavement Quality Characteristics2. Pavement Quality Characteristics

4. PCC Pavement Defects 4. PCC Pavement Defects

5. PCC Pavement Repairs5. PCC Pavement Repairs

6. Catchbasin/Manhole Top Adjustment 6. Catchbasin/Manhole Top Adjustment

3. Asphalt Pavement Defects 3. Asphalt Pavement Defects

Page 3: Mounir Presentation Swift

Introduction to Pavement Defects

DEFECTS INFLUENCES ON PAVEMENT QUALITYRIGID PAVEMENTFLEXIBLE PAVEMENT

TYPICAL FLEXIBLE PAVEMENT DEFECTS AT TPIALONGITUDINAL CRACKSTRANSVERSE CRACKSSLIPPAGE CRACKSSHOVING AND RUTTING

TYPICAL RIGID PAVEMENT DEFECTS AT TPIASPALLING AT JOINTSCORNER CRACKSTRANSVERSE CRACKSERRATIC CRACKS

STANDARD DRAWINGS FOR REPAIR WORK

Page 4: Mounir Presentation Swift

Pavement Quality Characteristics

Defect Influence on Pavement Quality CharacteristicsPavement Defects Strength Smoothness Skid

ResistanceStructural Integrity

Surface Drainage

ΧBleeding

ΧΧΧΧRutting

ΧΧRaveling

ΧΧBlock Cracking

ΧΧMap Cracking

ΧΧAlligator Cracking

ΧΧLongitudinal Cracking

ΧΧTransverse Cracking

Asphalt Pavements

Page 5: Mounir Presentation Swift

Defect Influence on Pavement Quality CharacteristicsPavement Defects Strength Smoothness Skid

ResistanceStructural Integrity

Surface Drainage

ΧJoint Faulting

ΧΧScaling & Spalling

ΧΧEdge Cracking

ΧΧCorner Cracking

ΧΧΧSlab Cracking

Concrete Pavements

Pavement Quality Characteristics

Page 6: Mounir Presentation Swift

Defect Influence on Pavement Quality CharacteristicsPavement Defects

Strength Smoothness Skid Resistance

Structural Integrity

Surface Drainage

ΧShoulder SlopesΧCatch Basin

Heave

ΧShoulder ErosionΧΧ“Pot-Holes”ΧΧPatching

ΧFrost Heave

ΧΧΧSettlement/ Ponding

ΧRubber DepositsΧΧSurface Texture

All Pavements

Pavement Quality Characteristics

Page 7: Mounir Presentation Swift

Asphalt Pavement Defects: Slippage Crack

Taxiway DeltaConstructed 1997Observed November 1, 2000Repaired November 10, 2000

Page 8: Mounir Presentation Swift

Asphalt Pavement Defects: Shoving and Rutting

CAUSE: HIGH ASPHALT CEMENT CONTENT, LOW VOID RATIO, HIGH TACK / PRIME COAT APPLICATION RATES, HIGH SUMMER TEMPERATURE AND HEAVY WHEEL LOADS STOP AND GO

Page 9: Mounir Presentation Swift

Asphalt Pavement Defects: Shoving and Rutting

CAUSE: HIGH ASPHALT CEMENT CONTENT, LOW VOID RATIO, HIGH TACK / PRIME COAT APPLICATION RATES, HIGH SUMMER TEMPERATURE AND HEAVY WHEEL LOADS STOP AND GO

Page 10: Mounir Presentation Swift

Asphalt Pavement Defects: Slippage at Inset Lights

Page 11: Mounir Presentation Swift

Asphalt Pavement Defects: Slippage at Inset Lights

Page 12: Mounir Presentation Swift

Asphalt Pavement Defects: Slippage & Shoving over PCC

Page 13: Mounir Presentation Swift

Asphalt Pavement Defects: Cracks at Longitudinal Joints

CAUSE: WEEK LONGITUDINAL JOINTS, LATE JOINT/CRACK SEALING AND WATER INFILTRATION

Page 14: Mounir Presentation Swift

Transverse & Reflection Cracks

Asphalt Pavement Defects: Transverse Cracks over PCC

CAUSE: REFLECTION CRACKS- HMAC OVERLAY ON PCC SLABS

Page 15: Mounir Presentation Swift

CAUSE: DIFFERENTIAL SUBGRADE SUPPORT & SETTLEMENT

PCC Pavement Defects: Diagonal Cracks

Page 16: Mounir Presentation Swift

PCC Pavement Defects: Diagonal Cracks

CAUSE: DIFFERENTIAL SUBGRADE SUPPORT & SETTLEMENT

Page 17: Mounir Presentation Swift

PCC Pavement Defects: Corner & Diagonal Cracks

CAUSE: DIFFERENTIAL SUBGRADE SUPPORT & SETTLEMENT AND OVERSTRESSED CORNER

Page 18: Mounir Presentation Swift

PCC Pavement Defects: Transverse Cracks

CAUSE: LOSS OF SUBGRADE SUPPORT,

Page 19: Mounir Presentation Swift

PCC Pavement Defects: Spalling at Joints & Compression Cracks

CAUSE: INPROPER JOINT SEALING, DEBRIS IN JOINT PREVENT MOVEMENT

Page 20: Mounir Presentation Swift

PCC Pavement Defects: Joint Faulting/Stepping

CAUSE: LOSS OF KEYWAY SUPPORT

Page 21: Mounir Presentation Swift

GATE 522 INFIELD TERMINAL: ERRATIC CRACKS

CAUSE:SUBGRADE SETTLEMENT, FROST HEAVE, FRICTION BONDING TO SUBBASE

Page 22: Mounir Presentation Swift

PCC Pavement Defects: Causes

Page 23: Mounir Presentation Swift

PCC Pavement Defects: Causes

Page 24: Mounir Presentation Swift

< ¼ INCH (6.5 MM) LEAVE ALONE

¼ – ½ INCH (6.6 – 13 MM) ROUTE AND SEAL

3/8 – 1 INCH (9.5 – 25 MM) TIE STITCHING & ROUTE SEAL

> 1 INCH (25 MM) FULL DEPTH REPAIR

NOTES: PCC SLABS WITH MORE THAN TWO CRACKS OVER 13 MM WIDE, FULL SHOULD BE REPLACEDCORNER CRACKS LARGER THAN 13 MM SHOULD BE PARTIALLY FULL DEPTH REPLACED

PCC Pavement Repairs: General Rules

Page 25: Mounir Presentation Swift

PCC Pavement Repairs: General Guide

Page 26: Mounir Presentation Swift

PCC Pavement Repairs: General Guide

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PCC Pavement Repairs: Full Depth Repair

Page 28: Mounir Presentation Swift

PCC Pavement Repairs: Partial Depth Repair

Page 29: Mounir Presentation Swift

PCC Pavement Repairs: Cross Stitching

Page 30: Mounir Presentation Swift

PCC Pavement Repairs: Routing and Sealing

Page 31: Mounir Presentation Swift

PCC Pavement Repairs: Restoration After Trenching

Page 32: Mounir Presentation Swift

Catchbasin/Manhole Top Adjustment