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Road Surface Defects and Repairs

Lesson 2/9 | Study Time: 30 Min
Road Surface Defects and Repairs

Module 2: Road Surface Defects and Repairs

1. Common Road Surface Defects

Road surfaces deteriorate due to traffic loads, weather, and aging. Key defects include:

  • Potholes – Deep, localized holes caused by water infiltration and traffic stress.

  • Cracking – Includes:

    • Longitudinal cracks (along traffic lanes due to poor construction or fatigue).

    • Transverse cracks (across the road from temperature changes).

    • Alligator cracks (interconnected cracks resembling reptile skin, indicating structural failure).

  • Rutting – Channel-like depressions in wheel paths from repeated heavy vehicle loads.

  • Surface Wear – Loss of skid resistance and aggregate exposure due to abrasion.

Impact: Defects reduce safety, increase maintenance costs, and shorten road lifespan.


2. Inspection and Defect Reporting Procedures

Regular inspections ensure timely repairs and prevent escalation:

  • Visual Surveys – Routine checks for visible damage (cracks, potholes, deformation).

  • Machine-Assisted Inspections – Laser scanners or drones for large-scale assessments.

  • Defect Classification – Categorizing severity (e.g., Low/Medium/High risk).

  • Reporting Methods – Using:

    • Digital systems (GIS mapping, mobile apps like Confirm or FixMyStreet).

    • Standardized forms (recording location, size, and recommended action).

  • Response Prioritization – Urgent defects (e.g., deep potholes) are repaired first.

Best Practice: Follow Well-Managed Highway Infrastructure (WMHI) guidelines for consistency.


3. Repair Techniques

Selection depends on defect type, budget, and traffic disruption:

A. Patching

  • Throw-and-roll (temporary cold-lay patches for quick fixes).

  • Excavation and reinstatement (permanent repairs using hot-mix asphalt).

B. Surface Dressing

  • Spraying bitumen emulsion + chippings to seal and restore skid resistance.

C. Micro-Asphalt

  • Thin slurry mix (bitumen, aggregates, additives) for surface renewal.

D. Resurfacing

  • Full-depth reconstruction for severely damaged roads.

Key Factors:

  • Traffic management (lane closures, diversions).

  • Curing time (cold-mix vs. hot-mix asphalt).

  • Durability (micro-asphalt lasts ~10 years; patching is short-term).


4. Materials Used in Road Repairs

Material

Composition

Best For

Pros & Cons

Hot-Mix Asphalt

Bitumen + heated aggregates

Permanent potholes, resurfacing

Durable but requires heavy plant

Cold-Lay Asphalt

Bitumen + unheated aggregates

Emergency repairs in all weather

Quick but less durable

Concrete

Cement, sand, aggregates

Heavy-duty areas (junctions, bridges)

Long lifespan but slow curing

Polymer-modified

Bitumen + plastics/rubber

High-stress zones (bus lanes)

Flexible but expensive

Sustainability Trends:

  • Recycled asphalt (RAP) for eco-friendly repairs.

  • Self-healing asphalt (experimental, contains steel fibers).


Key Takeaways for Learners:

  • Identify defects early to prevent costly failures.

  • Choose repair methods based on defect severity and traffic needs.

  • Material selection impacts longevity and cost-effectiveness.

A. Potholes

  • Cause: Water infiltration + freeze-thaw cycles weaken subsurface layers; traffic dislodges material

  • Risk: Vehicle damage, accidents, especially for motorcycles

  • Stages:

    • Initial cracking → Water penetration → Base erosion → Surface collapse

B. Cracking

  • Longitudinal: Runs parallel to traffic flow (poor joint construction or pavement fatigue)

  • Transverse: Perpendicular to traffic (thermal contraction or reflective cracking)

  • Alligator/Crocodile: Interconnected web-like cracks (structural failure of base layers)

  • Edge Cracking: Road shoulders (poor drainage or lack of lateral support)

C. Rutting

  • Cause: Repeated heavy axle loads deform asphalt layers

  • Types:

    • Wheel-Track Rutting: Channels in traffic lanes

    • Shoving: Wavelike distortion at intersections (braking/acceleration forces)

D. Surface Wear

  • Raveling: Aggregate loss due to poor binder adhesion

  • Bleeding: Excess bitumen creates slippery surfaces

  • Polishing: Smoothing of aggregate (reduces skid resistance)


2. Inspection and Defect Reporting Procedures

Systematic monitoring ensures timely interventions:

A. Inspection Methods

  • Walkover Surveys: Detailed visual checks with measurement tools

  • Windshield Surveys: Drive-through inspections for initial screening

  • Automated Systems:

    • Laser Profilers: Measure rut depth/profile

    • Friction Testers: Assess skid resistance (e.g., Griptester)

B. Defect Classification

Severity

Potholes

Cracking

Rutting

Low

<25mm deep

Hairline (<3mm)

<10mm depth

Medium

25-50mm

Moderate (3-6mm)

10-20mm

High

>50mm

Severe (>6mm)

>20mm

C. Reporting Protocols

  1. Location: GPS coordinates or chainage markers

  2. Photographic Evidence: Scale references (e.g., ruler in images)

  3. Priority Scoring: Risk matrix (likelihood × consequence)

  4. Digital Tools:

    • Highway Condition Reporting (HCR) apps

    • GIS Mapping for asset management


3. Repair Techniques

A. Patching

  • Throw-and-Roll:

    • Process: Fill with cold-mix asphalt + compact by vehicle tires

    • Use: Temporary repairs (24-72hr cure time)

  • Semi-Permanent:

    • Process: Square-cut excavation + hot-mix asphalt + vibratory roller

    • Standards: Follow Manual of Contract Documents for Highway Works (MCHW)

B. Surface Dressing

  1. Bitumen Spray: 1.4-1.8 kg/m² of binder (e.g., C40B emulsion)

  2. Chipping Spread: 6-10mm aggregates (pre-coated for adhesion)

  3. Rolling: 2-3 passes for embedment

C. Micro-Asphalt

  • Slurry Mix: Bitumen emulsion + fine aggregates + cement additives

  • Application:

    • Type 1: 10-15mm thickness (preventive maintenance)

    • Type 2: 20-30mm (structural restoration)

D. Advanced Techniques

  • Infrared Thermal Repair: Heats existing asphalt for seamless patches

  • Full-Depth Reclamation: Pulverizes road base for complete rebuild


4. Materials Used in Road Repairs

A. Asphalt Mixes

Type

Temperature

Application

Durability

Hot-Mix (HMA)

150-180°C

Structural repairs

10-15 years

Warm-Mix (WMA)

100-140°C

Eco-friendly alternative

8-12 years

Cold-Mix

Ambient

Emergency potholes

6-24 months

B. Concrete

  • Rigid Pavement Mix:

    • 30MPa strength for heavy traffic

    • Dowel bars for load transfer

  • Fast-Setting:

    • 4-6hr cure time (e.g., rapid-strength cement)

C. Composite Materials

  • Geosynthetics: Grids to reinforce base layers

  • Polymer-Modified Bitumen: Enhances flexibility in cold climates

D. Eco-Friendly Options

  • Recycled Asphalt Pavement (RAP): Up to 30% reclaimed material

  • Porous Asphalt: Allows water drainage (SUDS compliance)


Key Takeaways

  • Defect Identification: Recognize early signs (e.g., fine cracks → alligatoring).

  • Method Selection: Match repair technique to defect severity (e.g., micro-asphalt for surface wear).

  • Material Science: Hot-mix for longevity; cold-mix for rapid fixes.

Practical Exercise:

  • Field Simulation: Use VR/360° images to classify defects and propose repairs.

  • Lab Demo: Compare compaction methods for cold vs. hot-mix asphalt.