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.
Overview
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.
Audience
Contents
Structure
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) |
|---|---|
| 30 | 6 |
| 50 | 8 |
| 100 | 12 |
| 200 | 20 |
| 300 | 25 |
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:
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.
IRC 79 - Scope and Technical Requirements
| Curve Radius (m) | Spacing S (m) |
|---|---|
| 30 | 6 |
| 50 | 8 |
| 100 | 12 |
| 200 | 20 |
| 300 | 25 |
| 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.
IRC 79: Essential Details on Roadway Delineators
| Condition | Recommended to Use Delineators? |
|---|---|
| Horizontal curve radius ≤ 300 m | Yes |
| Vertical curve with poor sight | Yes |
| Fog, mist, or snow-prone areas | Yes |
| Ambiguous road alignment sections | Yes |
| Embankments taller than 3 m | Yes |
| Approaches to narrow bridges | Yes |
| Major intersection approaches | Yes |
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.
IRC 79 – Median Marker Specifications and Installation Guidelines
| Parameter | Measurement (mm) |
|---|---|
| Height | ≥ 180 |
| Width | ≥ 120 |
| Reflective Sheeting | Fluorescent 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.
IRC 79: Specifications for Hazard Markers
| Feature | Size (mm) |
|---|---|
| Stripe Width | 200 |
| Marker Height | 225 |
| Stripe Angle | 45° |
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.
IRC 79 - Object Marker Specifications and Placement
| Parameter | Value |
|---|---|
| Width | 300 mm |
| Length | 400-500 mm (minimum) |
| Stripe Angle | 45° downward slope |
| Sheeting Type | Type XI reflective sheeting |
| Placement | Road 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.
IRC 79: Guidelines for Installing Roadway Delineators and Markers
| Curve Radius (m) | Delineator Spacing S (m) |
|---|---|
| 30 | 6 |
| 50 | 8 |
| 100 | 12 |
| 200 | 20 |
| 300 | 25 |
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.
IRC 79 - Maintenance Guidelines
| Curve Radius (m) | Spacing S (m) |
|---|---|
| 30 | 6 |
| 50 | 8 |
| 100 | 12 |
| 200 | 20 |
| 300 | 25 |
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.
Frequently Asked
Retro-Reflective Materials for Road Delineators According to IRC 79
Loading diagram...
Summary: Employ Type XI sheeting for delineators and Type VI for guardrails, ensuring proper orientation and upkeep to maximize night visibility.
Positioning of Roadway Indicators Based on IRC 79
Loading diagram...
This ensures drivers receive clear guidance tailored to varying road layouts.
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:
Visibility: Ensure markers are fully visible to drivers both day and night for enhanced safety, with minimal cost implications.
Loading diagram...
This practice maximizes hazard recognition and mitigates accident risks as outlined in IRC 79.
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.
| Parameter | Specification |
|---|---|
| Height | 800–900 mm above ground level |
| Base Anchorage | 200–300 mm |
| Reflective Stripes | 3 stripes, each ≥ 150 cm² |
| Stripe Width | 100–150 mm (red & white alternation) |
| Reflective Sheeting Type | Type IV for drums, Type XI for stripes |
| Orientation | Perpendicular to travel direction |
Loading diagram...
This ensures temporary work zones remain clearly marked and safe as per IRC 79.
Maintenance Procedures for Sustaining Delineator Performance (IRC 79, Clause 7.2):
Adhering to these practices ensures delineators remain highly visible and functional, enhancing road safety long-term.
Loading diagram...
Ask AI about any clause, requirement, or provision in IRC 79. Get instant, clause-cited responses powered by our indexed library.
Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required