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Recommended Practice for Road Delineators (First Revision)
2019 Edition

The 2019 revision of IRC 79 outlines best practices for implementing road delineators across India, emphasizing the use of post-mounted retro-reflective markers and embedded units on concrete or trees. It offers comprehensive guidance to engineers on the design, installation, positioning, and upkeep of various traffic delineation devices to improve visibility and safety during nighttime or low-visibility conditions.

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What This Standard Covers

The 2019 revision of IRC 79 outlines best practices for implementing road delineators across India, emphasizing the use of post-mounted retro-reflective markers and embedded units on concrete or trees. It offers comprehensive guidance to engineers on the design, installation, positioning, and upkeep of various traffic delineation devices to improve visibility and safety during nighttime or low-visibility conditions.

Who Uses This Standard

  • Highway Design Engineers
  • Road Safety Coordinators
  • Traffic Operations Experts
  • Public Works Department Personnel
  • Infrastructure Project Supervisors
  • Transportation Engineering Consultants
  • Roadway Maintenance Managers

Key Topics Covered

Objectives and coverage of road delineators
Categories of delineators: roadway, median, hazard, and object markers
Technical specifications for delineator posts and reflective materials
Recommended positioning for delineators on diverse road segments
Standards for retro-reflective sheeting and compliance requirements
Procedures for installing permanent and temporary delineators
Maintenance protocols to sustain visibility and functionality
Special placement considerations for curves, narrow bridges, and construction zones
Application of flexible object markers on barriers and traffic islands
Enhancing visibility under adverse weather conditions
Alignment and orientation relative to road curvature
Safety strategies for complex roadway configurations

Table of Contents

1Overview

IRC 79 - Overview: Essential Guidelines for Roadway Delineation Devices

  • Scope: IRC 79 specifies requirements for roadway delineators such as median, hazard, and object markers, detailing their positioning, spacing, installation, and upkeep.

  • Spacing on Horizontal Curves (Clause 3.11):
    The interval between delineators on curves is based on the curve radius (R), with the typical spacing denoted as S.

Curve Radius (m)Delineator Spacing S (m)
306
508
10012
20020
30025
  • Approach Placement: The first, second, and third delineators before curves should be placed at distances of 1.8 S, 3 S, and 6 S respectively, with a maximum spacing of 50 m.

  • Installation Notes:

    • Position delineators at the roadway edge, aligned perpendicular to oncoming traffic.
    • Adjust initial placement so the last delineator coincides with the curve’s end.
flowchart LR
    A[Curve Start] --> B{Install Delineators}
    B --> C[Spacing = S (along curve)]
    B --> D[Approach Distances: 1.8S, 3S, 6S]
    C --> E[Adjust initial offset for last delineator]
    D --> E
    E --> F[Mount perpendicular to traffic at road edge]

This arrangement provides drivers with clear visual cues on curves, promoting safer navigation.

2Scope and Specifications

IRC 79 - Scope and Technical Requirements

  • Scope (Clause 2): Encompasses standards for roadway delineators including median, hazard, and object markers, emphasizing placement, materials, and maintenance to ensure highway safety.

Important Table: Delineator Spacing on Horizontal Curves (Clause 3.11)

Curve Radius (m)Spacing S (m)
306
508
10012
20020
30025
  • Approach Distances:
    • 1st delineator: 1.8 × S
    • 2nd delineator: 3 × S
    • 3rd delineator: 6 × S
    • Maximum gap: 50 m

Material and Dimension Standards

  • Minimum Body Thickness: 6.5 mm
  • Shank Length: At least 20 mm, with embedment depth ≥ 30 mm
  • Reflective Surface Area: Minimum 90 cm²
  • Impact Resistance: Must withstand 750 impacts from a 1.8 kg pendulum (ASTM D 256)
  • Adhesion Strength: Minimum 50 kgf tensile load (ASTM D 638)

Minimum Distances for Flexible Median Markers (FMM)

| Location Type | Minimum Distance from Median (m) |\n|--------------------|----------------------------------| | Urban Areas | 2 | | Interurban/Expressways | 5 |


flowchart LR
    A[Curve Radius Input] --> B{Select Spacing S}
    B -->|30m| C[6 m Spacing]
    B -->|50m| D[8 m Spacing]
    B -->|100m| E[12 m Spacing]
    B -->|200m| F[20 m Spacing]
    B -->|300m| G[25 m Spacing]
    H[Approach Delineators] --> I[1.8S, 3S, 6S Distances]
    I --> J[Max Spacing 50 m]

This section ensures correct placement and material quality for highway delineators as per IRC 79.

3Roadway Delineators

IRC 79: Essential Details on Roadway Delineators

Recommended Use (Clause 3.7)

  • Curved Road Segments:
    • Horizontal curves with radius ≤ 300 m
    • Vertical curves with limited sight distance
  • Straight Road Segments:
    • Areas with poor visibility due to weather conditions (fog, mist, snowfall)
    • Locations with unclear alignment, such as lane width transitions or detours
    • Spots prone to flooding or waterlogging
    • Near narrow bridges or culverts
    • Valley-facing slopes on hill roads
    • Embankments over 3 m in height
    • Approaches to significant intersections
    • Special locations like causeways and tunnels

Placement and Interval (Clause 2.3)

  • Delineators serve as navigational aids and do not replace traffic signs or barriers.
  • Install at consistent intervals to assist drivers, especially in challenging visibility or complex alignment zones.

Usage Summary Table

ConditionRecommended to Use Delineators?
Horizontal curve radius ≤ 300 mYes
Vertical curve with poor sightYes
Fog, mist, or snow-prone areasYes
Ambiguous road alignment sectionsYes
Embankments taller than 3 mYes
Approaches to narrow bridgesYes
Major intersection approachesYes

Conceptual Placement Diagram

graph LR
A[Curve Start] --> B[Install Delineator]
B --> C[Every 20-30 m on curves]
C --> D[Curve End]
E[Straight Road with Low Visibility] --> F[Install Delineator]
F --> G[Every 50 m on straight sections]

Note: Refer to the full IRC 79 document for detailed spacing, reflector types, and mounting heights.

4Median Markers

IRC 79 – Median Marker Specifications and Installation Guidelines

1. Flexible Median Marker (FMM) Characteristics

  • Material: Durable, impact-resistant flexible thermoplastic formed by injection molding.
  • Color Scheme: Neutral black body with fluorescent yellow retroreflective sheeting on both sides (Type XI as per IRC:67).
  • Dimensions: Minimum height of 180 mm and width of 120 mm.
  • Reflective Sheeting: Applied on both faces to maximize visibility.
  • Durability:
    • Must endure 750 impacts from a 1.8 kg pendulum without permanent deformation (ASTM D 256).
    • Adhesion strength between body and casing must resist 50 kgf tensile force (ASTM D 638).

2. Installation and Spacing

  • Affixed to concrete or solid medians using epoxy adhesive with grouting or drilled anchors.
  • Recommended spacing:
    • Urban roads: 2 meters
    • Interurban highways/expressways: 5 meters
    • Special situations like causeways: 5 or 10 meters depending on conditions

3. Purpose

  • Improves median visibility in night-time and adverse weather.
  • Helps prevent vehicle collisions with medians.

Dimension Summary Table

ParameterMeasurement (mm)
Height≥ 180
Width≥ 120
Reflective SheetingFluorescent Yellow, Type XI

flowchart LR
    A[Median Marker] --> B[Flexible Thermoplastic Material]
    A --> C[Fluorescent Yellow Type XI Reflective Sheeting]
    A --> D[Height ≥ 180 mm]
    A --> E[Width ≥ 120 mm]
    A --> F[Spacing varies between 2-5 m based on location]
    F --> G[Urban: 2 m]
    F --> H[Highways: 5 m]
    F --> I[Special Areas: 5-10 m]

This ensures median markers provide enduring visibility and safety in compliance with IRC 79.

5Hazard Markers

IRC 79: Specifications for Hazard Markers

  • Design: Markers feature alternating black and yellow stripes inclined at a 45° angle, sloping downwards towards the side where traffic passes.
  • Materials: Use Type XI retroreflective sheeting conforming to IRC:67 for enhanced visibility.
  • Dimensions: Approximately 200 mm stripe width and 225 mm overall marker height (refer to Fig. 9).
  • Variants: Left hazard, right hazard, and two-way hazard markers (Fig. 9a-c).
  • Application: Installed on permanent roadside hazards such as bridge abutments, guardrails, and narrow bridges (Fig. 10).
  • Placement: Markers must be clearly visible during day and night and positioned at hazard edges adjacent to the traveled way.

Dimension Summary Table

FeatureSize (mm)
Stripe Width200
Marker Height225
Stripe Angle45°

Stripe Orientation Diagram

flowchart LR
    A[Marker Top] --> B[Black Stripe]
    B --> C[Yellow Stripe]
    C --> B
    B -.-> D[45° slope towards traffic side]

Note: Stripes incline downward at 45° toward the safe passage side.


This design ensures maximum hazard visibility and clear driver guidance in line with IRC 79.

6Object Markers

IRC 79 - Object Marker Specifications and Placement

1. Design and Features (Clauses 5.1 & 6)

  • Object Hazard Markers (OHM) have alternating black and yellow stripes inclined downward at 45° towards the side safe for traffic flow.
  • Use Type XI reflective sheeting as per IRC:67.
  • Shapes include rectangular or circular aluminum-backed flexible prismatic reflectors.

2. Dimensions (Clause 6.3)

  • Fixed width: 300 mm
  • Length varies between 400 and 500 mm minimum depending on location
  • Reflectors must be clearly visible to oncoming vehicles.

3. Placement (Clauses 5.3 & 6)

  • Positioned at the edge of the traveled way on objects such as bridge abutments, guardrails.
  • For channelizing islands and roundabouts, markers are placed only on the nose facing traffic.
  • On narrow bridges, markers follow the curve to guide drivers (Fig. 10).

4. Installation

  • Markers are sloped downward at 45° toward the safe side for traffic.
  • Equipped with reflective sheeting to ensure night visibility.

Specification Table

ParameterValue
Width300 mm
Length400-500 mm (minimum)
Stripe Angle45° downward slope
Sheeting TypeType XI reflective sheeting
PlacementRoad edge, nose of islands

flowchart LR
    A[Roadside Object] --> B[Attach Object Marker]
    B --> C{Marker Shape}
    C --> D[Rectangular]
    C --> E[Circular]
    B --> F[Type XI Reflective Sheeting]
    B --> G[45° Downward Stripe Angle]
    B --> H[Dimensions 300x400-500 mm]
    B --> I[Placement on Nose Facing Traffic]

This setup ensures improved nighttime visibility and traffic safety with cost-effective measures.

7Installation Procedures

IRC 79: Guidelines for Installing Roadway Delineators and Markers

Core Requirements (Clause 7.1)

  • Foundation: Employ M-25 grade concrete footing for all delineator posts.
  • Orientation: Ensure posts, particularly circular types, remain correctly oriented and do not rotate post-installation.
  • Ground Conditions: Installation methods should adapt to local soil stiffness and customary practices.

Spacing on Horizontal Curves (Clause 3.11 & Table 1)

Curve Radius (m)Delineator Spacing S (m)
306
508
10012
20020
30025
  • Approach Spacing:
    • 1st delineator at 1.8 × S
    • 2nd at 3 × S
    • 3rd at 6 × S
    • Maximum spacing capped at 50 m
  • Install posts perpendicular to the traffic flow at the roadway edge.

Object Marker Dimensions (Clause 6.3)

  • Width: 300 mm
  • Length: 400–500 mm minimum to guarantee reflector visibility.

Spacing Diagram on Curves

flowchart LR
    A[Curve Start] --> B[Install delineator with spacing S]
    B --> C[Place 1st approach delineator at 1.8S]
    C --> D[Place 2nd at 3S]
    D --> E[Place 3rd at 6S]
    E --> F[Continue delineators along curve at spacing S]

Note: Adjust spacing so the final delineator aligns exactly with the curve end.

8Maintenance Requirements

IRC 79 - Maintenance Guidelines

  • Clause 8 outlines maintenance for Flexible Median Markers (FMM).

FMM Maintenance Criteria:

  • Impact Resistance: The flexible body must recover after 750 impacts from a 1.8 kg pendulum (ASTM D 256).
  • Adhesion Strength: The bond between marker body and outer casing must resist a tensile load of 50 kgf (ASTM D 638).

Placement and Spacing for Maintenance:

  • Maintain minimum distances:
    • Urban: 2 meters
    • Interurban/highways: 5 meters or as directed by the Engineer In-charge

Spacing on Horizontal Curves for Delineators:

Curve Radius (m)Spacing S (m)
306
508
10012
20020
30025
  • Delineators should be positioned perpendicular to traffic at the road edge.
  • The first three delineators before and after the curve must be spaced at 1.8S, 3S, and 6S respectively, not exceeding 50 m.

flowchart LR
    A[FMM Impact Test] --> B[750 hits by 1.8kg pendulum]
    B --> C[Body returns to original shape]
    A --> D[Adhesion Test]
    D --> E[Resists 50 kgf tensile force]
    E --> F[Bond remains intact]
    G[Placement] --> H[Urban: 2m]
    G --> I[Interurban: 5m]
    J[Curve Spacing] --> K[Use spacing table]
    K --> L[Install delineators perpendicular to traffic]

Summary: Conduct regular inspections to ensure FMM resilience and adhesion, maintain proper spacing based on curve radius, and verify correct installation distances to preserve visibility and longevity.

Popular Questions About IRC 79

?Which retro-reflective materials does IRC 79 specify for road delineators?

Retro-Reflective Materials for Road Delineators According to IRC 79

  • The standard mandates the use of Type XI retroreflective sheeting for guide posts and delineators, conforming to IRC:67 and ASTM D-4956.
  • Delineators must have alternating bands of black paint and white Type XI retroreflective sheeting.
  • For undivided carriageways featuring sharp curves, white retroreflective sheeting is affixed on the reverse side.
  • Temporary guide posts require three stripes of Type XI sheeting, each with an area equal to or exceeding 150 cm².
  • Guardrails or parapet walls utilize Type VI black and yellow striped aluminum-backed flexible prismatic sheeting (ASTM D4956-09), suitable for reboundable installations.
  • All reflective sheeting must meet warranty requirements stipulated in IRC:67.
  • The retroreflective surface should be oriented perpendicular to the traffic flow for optimal visibility.
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Summary: Employ Type XI sheeting for delineators and Type VI for guardrails, ensuring proper orientation and upkeep to maximize night visibility.

?How are roadway indicators positioned on various road geometries as per IRC 79?

Positioning of Roadway Indicators Based on IRC 79

Recommended Usage (Clause 3.7)

  • On Curves:
    • Horizontal curves with radius ≤ 300 m
    • Vertical curves with restricted sight distance
  • On Straight Sections:
    • Zones affected by poor visibility like fog, mist, or snow
    • Locations with unclear alignment, such as lane width changes or diversions
    • Areas prone to water accumulation or submergence
    • Approaches to narrow bridges or culverts
    • Valley-facing slopes on hill routes
    • Embankments over 3 m in height
    • Approaches to major intersections
    • Special sections including causeways and tunnels

Placement and Spacing (Clause 3.8)

  • Installed at the edge of the usable shoulder.
  • For roads with curbs, placed approximately 0.6 m away from the kerb face.
  • In hilly terrains, placed on parapets or earthen shoulder edges depending on available width and right-of-way.

Additional Considerations (Clause 3.5)

  • Continuous or selective placement depends on:
    • Road classification and importance
    • Traffic speed and volume
    • Accident history
    • Specific alignment hazards
  • In urban areas, placement is guided by street lighting and traffic requirements.
Loading diagram...

This ensures drivers receive clear guidance tailored to varying road layouts.

?What are the recommended installation practices for hazard markers near road obstructions?

Installing Hazard Markers According to IRC 79 Recommendations:

  • Design: Utilize markers with alternating black and yellow stripes inclined downward at 45° towards the side where vehicles should pass (Clause 5.1). They must incorporate Type XI reflective sheeting per IRC:67.

  • Applications: Object Hazard Markers (OHM) are positioned on fixed roadside obstructions such as bridge abutments, guardrails, and channelizing islands or roundabout noses (Clauses 5.1, 6.3).

  • Placement Guidelines:

    • Install markers only on the obstruction’s side facing the flow of traffic, not all around.
    • For channelizing islands and roundabouts, place markers at the nose facing oncoming vehicles.
    • Marker size specifications: 300 mm width and 400-500 mm minimum length ensure adequate visibility (Clause 6.3).
  • Visibility: Ensure markers are fully visible to drivers both day and night for enhanced safety, with minimal cost implications.

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This practice maximizes hazard recognition and mitigates accident risks as outlined in IRC 79.

?How does IRC 79 specify delineation in temporary work zones?

Delineation in Temporary Work Zones per IRC 79

  • Delineation Devices: The code prescribes using plastic drums with alternating red and white retroreflective stripes (100–150 mm in width) as a substitute for guide poles in temporary work areas (Clause 3.2). These comply with Type IV standards (ASTM D 4956, Clause S2).

  • Delineator Dimensions: Temporary delineators should be 800–900 mm tall, with bases anchored 200–300 mm into the ground (Clause 3.3). They must feature three retroreflective stripes, each at least 150 cm² in area, made from Type XI sheeting per IRC:67 and ASTM D-4956 for night visibility.

  • Orientation and Upkeep: Retroreflective surfaces must face perpendicular to traffic flow (Clause 7.2). Regular cleaning and unobstructed surroundings are essential to maintain effectiveness.

  • Scope Limitation: IRC 79 covers post-type retroreflective delineators but excludes pavement markings, which are governed by IRC 35.


Summary Table

ParameterSpecification
Height800–900 mm above ground level
Base Anchorage200–300 mm
Reflective Stripes3 stripes, each ≥ 150 cm²
Stripe Width100–150 mm (red & white alternation)
Reflective Sheeting TypeType IV for drums, Type XI for stripes
OrientationPerpendicular to travel direction
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This ensures temporary work zones remain clearly marked and safe as per IRC 79.

?What maintenance practices are needed to keep delineators effective over time?

Maintenance Procedures for Sustaining Delineator Performance (IRC 79, Clause 7.2):

  • Orientation: Maintain the retroreflective surface perpendicular to the traffic direction to maximize visibility.
  • Cleaning: Periodically wash delineators to remove dirt, especially after rain, to preserve reflectivity.
  • Vegetation Management: Regularly trim surrounding plants and grass to prevent obstruction.
  • Compliance with Warranty: Use reflective sheeting that meets IRC:67 standards to ensure durability.
  • Routine Inspections: Conduct periodic reviews to check for proper alignment, cleanliness, and physical damage.

Adhering to these practices ensures delineators remain highly visible and functional, enhancing road safety long-term.

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