IRC Code-82-2015: Identifying and Treating Pavement Distress

Roads are the backbone of a nation’s infrastructure. Yet, despite heavy investments in road construction, many highways and urban roads fall into premature deterioration. The IRC Code-82-2015, formally titled "Code of Practice for Maintenance of Bituminous Road Surfaces", serves as a technical guideline to ensure roads remain functional, safe, and durable through systematic maintenance practices. This blog breaks down the key principles of IRC Code-82-2015, focusing specifically on identifying and treating various forms of pavement distress.

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Pavement

What is IRC Code-82-2015?

The Indian Roads Congress (IRC) published IRC:82-2015 to revise and update its 1982 guidelines in light of modern materials, technologies, and traffic demands. It outlines a comprehensive roadmap for routine, preventive, and periodic maintenance of bituminous road surfaces.

Why Is Pavement Maintenance Important?

Timely and well-planned pavement maintenance:

  • Prolongs the service life of roads
  • Reduces vehicle operating costs (VOC)
  • Enhances road safety
  • Cuts down pollution
  • Saves on costly rehabilitation and reconstruction
  • Offers high economic returns (15–20%)

Types of Pavement Maintenance as per IRC Code-82-2015

1. Routine Maintenance

Involves daily tasks like:

  • Pothole filling
  • Crack sealing
  • Road marking and patch work

2. Preventive Maintenance

Performed while the pavement is still in good condition to:

  • Delay deterioration
  • Reduce need for major repairs

3. Periodic Maintenance

Scheduled at regular intervals or based on pavement condition surveys, including:

  • Applying renewal coats
  • Resurfacing and profile correction

Systematic Approach to Pavement Maintenance

IRC Code-82-2015 emphasizes the use of a Pavement Maintenance Management System (PMMS). Key components include:

  • Visual and instrumented pavement condition surveys
  • Classification of road distress
  • Determining treatment based on severity
  • Budgeting and planning

Identifying Pavement Distress: Types, Causes, and Treatment

Section 7 of IRC Code-82-2015 provides a detailed framework for identifying and addressing different pavement distresses. They are categorized into Surface Defects, Cracks, Deformations, and Disintegration.

1. Surface Defects

a) Fatty Surface/Bleeding

Symptoms: Shiny, slippery surface
Causes: Excess binder, soft bitumen, overuse of tack coat
Treatment:

  • Low: Sand blotting and rolling
  • Medium: Pre-coated chips with rolling
  • High: Milling and resurfacing

b) Smooth Surface

Symptoms: Slippery texture
Causes: Polished aggregates, excessive binder
Treatment: Slurry seal, micro-surfacing, non-polishing aggregates

c) Streaking

Symptoms: Alternating lean/heavy bitumen lines
Causes: Faulty distributor operations
Treatment: Reapply surface with corrected technique

d) Hungry Surface

Symptoms: Dry, fine cracks
Causes: Low bitumen content, absorptive aggregates
Treatment: Fog seal, slurry seal, micro-surfacing

2. Cracks

a) Hairline Cracks

Width: < 1 mm
Treatment: Fog seal, slurry seal, rejuvenating sealants

b) Alligator/Map Cracks

Symptoms: Interconnected cracks like reptile skin
Causes: Weak subgrade, heavy loads
Treatment:

  • Crack sealing
  • Milling and overlay
  • Structural strengthening

c) Longitudinal Cracks

Location: Along centerline or edges
Causes: Joint failures, shrinkage
Treatment:

  • Low/Medium: Crack sealing with rubberized bitumen
  • High: Remove and overlay

d) Transverse Cracks

Location: Across road direction
Causes: Temperature shrinkage, underlying joint reflection
Treatment: Slurry seal, rubberized bitumen

e) Edge Cracks

Location: 0.3–0.5 m from edge
Causes: Poor shoulder support, water ingress
Treatment: Improve drainage, strengthen shoulders, overlay

f) Reflection Cracks

Causes: Cracks from underlying layers
Treatment:

  • Bitumen crack sealing
  • Stress-absorbing membrane (SAM/SAMI)

3. Deformation

a) Slippage

Symptoms: Crescent-shaped cracks
Causes: Poor bonding, excessive deflection
Treatment: Remove layer, reapply with tack coat

b) Rutting

Symptoms: Depressions along wheel paths
Causes: Inadequate compaction, heavy traffic
Treatment: Premix patching after proper profiling

c) Corrugation

Symptoms: Ripples or waves
Causes: Mix instability, poor rolling
Treatment: Scarifying, resurfacing, rolling

d) Shoving

Symptoms: Bulging at stops and curves
Causes: Weak mix, braking forces
Treatment: Cut and replace with stable mix

e) Shallow Depression

Symptoms: Isolated water-holding dips
Causes: Localized settlement
Treatment: Premix filling and compaction

f) Settlement and Upheaval

Symptoms: Major dips or heaves with cracks
Causes: Subgrade failure, drainage issues
Treatment: Excavate and reconstruct properly

4. Disintegration

a) Stripping

Symptoms: Loss of binder from aggregates
Causes: Moisture, poor aggregate bonding
Treatment:

  • Sand application
  • Microsurfacing
  • Anti-stripping agents

b) Ravelling

Symptoms: Aggregate separation
Causes: Poor mix design, aging binder
Treatment:

  • Microsurfacing
  • Surface recycling
  • Overlay with dense mix

Planning and Prioritizing Maintenance Activities

  • Condition Surveys: Pre- and post-monsoon evaluations
  • Severity Assessment: Tables 5.1 to 5.3 categorize distress based on percentage of damage
  • Serviceability Indicators: Pavement roughness and skid resistance thresholds guide maintenance timing

Tools, Equipment, and Safety Measures

IRC Code-82-2015 also outlines:

  • Specialized tools for pothole repairs
  • Mechanized patching technologies
  • Guidelines for traffic control and worker safety during repairs

Conclusion

The IRC Code-82-2015 provides a scientific, standardized, and field-tested approach to pavement distress management. By focusing on early detection, appropriate categorization, and timely treatment, it ensures longer-lasting roads, cost-effectiveness, and greater public safety.

Whether you're a road engineer, civil contractor, or policy planner, embracing this code is a step toward sustainable and efficient road infrastructure.

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