IRC 67:2012 is the Indian Roads Congress Code of Practice for Road Signs, providing comprehensive guidelines on the design, dimensions, colors, placement, and maintenance of road signs across Indian highways and urban roads. It covers regulatory, cautionary, direction, facility, and information signs with detailed specifications to ensure uniformity, legibility, and safety for road users. This standard is essential for highway engineers, traffic planners, and road safety professionals involved in the planning, installation, and upkeep of road signage systems.
Overview
IRC 67:2012 is the Indian Roads Congress Code of Practice for Road Signs, providing comprehensive guidelines on the design, dimensions, colors, placement, and maintenance of road signs across Indian highways and urban roads. It covers regulatory, cautionary, direction, facility, and information signs with detailed specifications to ensure uniformity, legibility, and safety for road users. This standard is essential for highway engineers, traffic planners, and road safety professionals involved in the planning, installation, and upkeep of road signage systems.
Audience
Contents
Structure
The scope of IRC 67 covers comprehensive specifications and standards for road signs including their classification, siting, orientation, materials, colors, sizes, visibility, and maintenance. Key specifications include:
Material Specifications: Aluminum Composite Material (ACM) thicknesses of 3 mm and 4 mm with mechanical and aluminum skin properties as per Table 6.1 (Clause 6.1). For example, 4 mm ACM requires a minimum tensile strength of 40 N/mm² and peel off strength of 4 N/mm.
Retro-reflective Sheeting: Minimum coefficients of retro-reflection for Type IX and Type XI prismatic grade sheeting are specified in Tables 6.8 and 6.9 (Clause 6.8 and 6.9) respectively, with values varying by color and observation angles.
Sign Sizes and Letter Sizes: Detailed in Clauses 21 and 24 onwards, covering mandatory, cautionary, informatory, and other sign types.
This standard ensures uniformity and safety in road signage across Indian roads.
Sources: Clause 6.1, Clause 6.8, Clause 6.9, Preamble Table
For Layouts of Map Type Advance Direction Signs (ADS) as per IRC 67:
For roundabouts:
Stroke width (s) = 1/4 of lower case "x" height; letters placed in imaginary tile 2x "x" height = 8 s/w height.
These details are illustrated in Figs. 16.01 and 16.02.
This ensures clarity, uniformity, and legibility of map type ADS per IRC 67.
Sources: Clause 11.1, Clause 16.01, Clause 16.3.2.1
For Layouts of Flag Type Direction Signs (Fig. 16.04) as per IRC 67:
Additional common principles:
These specifications ensure clarity and uniformity in flag type direction signs as per IRC 67 Clause 16.04 and Clause 11.1.
Sources: Clause 16.04, Clause 11.1
For Layouts of Reassurance Signs (Fig. 16.05) as per IRC 67 Clause 7 and Clause 11.1:
Additional general layout rules from Clause 16.01:
These specifications ensure clarity and uniformity in reassurance sign layouts.
Sources: Clause 7, Clause 11.1, Clause 16.01
For Layouts of Place Identification Signs as per IRC 67, Clause 16.06 and related clauses:
These specifications ensure uniformity and legibility of place identification signs on roads.
Sources: Clause 16.06, Clause 11.1, Clause 16.01
As per IRC 67 Clause 2.4, maintenance of road signs involves ensuring their legibility and visibility at all times. This includes regular functional evaluations at periodic intervals to assess if signs need replacement or updating to suit current traffic conditions. Cleanliness, clear lettering, and proper mounting are essential to maintain effectiveness and command respect from road users. While no specific formulas or tables are provided in the retrieved context for maintenance, the emphasis is on periodic inspection and upkeep to retain sign functionality.
Sources: Clause 2.4
According to IRC 67, regulatory signs are circular with a red border, white background, and black symbols (Clauses 14.3 and 14.4). The sizes and dimensions for mandatory and regulatory signs are specified in Tables 14.3 and 14.4 (not fully reproduced here). For 'STOP' signs, Table 14.1 provides sizes based on approach speed on the minor road:
| Approach speed on minor road | Size | Height (mm) | Border (mm) | Font Size (mm) |
|---|---|---|---|---|
| Up to 50 kmph | Small | 750 | 25 | 125 |
| 51 - 65 kmph | Normal | 900 | 30 | 150 |
| > 65 kmph | Large | 1200 | 40 | 225 |
For cautionary signs, Table 15.1 specifies sizes, border widths, clear visibility distances, and siting distances based on design speed:
| Design speed | Size | Side (mm) | Border (mm) | Clear Visibility Distances (m) | Distance of sign from hazard (m) |
|---|---|---|---|---|---|
| Up to 50 kmph | Small | 600 | 45 | 45 | 45 |
| 51 - 65 kmph | Medium | 750 | 60 | 60 | 45 - 110 |
| 66 - 80 kmph | Normal | 900 | 70 | 60 | 110 - 180 |
| > 80 kmph | Large | 1200 | 90 | 90 | 180 - 245 |
These tables guide the selection of sign size, shape, and color for effective visibility and compliance.
Sources: Clause 14.1, Clause 14.3, Clause 14.4, Clause 15.1
As per IRC 67, Clause 15.1 and Table 15.1, cautionary signs have specified sizes, border widths, clear visibility distances, and siting distances based on design speed. The key parameters are:
| Design Speed (kmph) | Size | Side (mm) | Border (mm) | Clear Visibility Distance (m) | Distance from Hazard (m) |
|---|---|---|---|---|---|
| Up to 50 | Small | 600 | 45 | 45 | 45 |
| 51 - 65 | Medium | 750 | 60 | 60 | 45 - 110 |
| 66 - 80 | Normal | 900 | 70 | 60 | 110 - 180 |
| Above 80 | Large | 1200 | 90 | 90 | 180 - 245 |
These distances ensure adequate driver reaction time and visibility. Installation warrants must follow these siting distances based on design speed and visibility as per Clauses 21.4 and 22.4 referencing Table 11.1 for regulatory and warning signs.
This ensures safety by placing signs at appropriate distances ahead of hazards for the given speed.
Sources: Clause 15.1, Table 15.1, Clause 21.4, Clause 22.4
For Direction and Place Identification Signs as per IRC 67, key specifications include:
Font Height: Determined by vehicle speed from Table 11.1 (referenced in Clauses 11.1, 4, 5, 6, 7, 8).
Route Symbol Widths:
Chamfering: Route symbol tips chamfered at 60°; flag type sign ends chamfered at 120° (Clauses 4, 6).
Layout Rules:
Roundabout Signs: Outer radius 12 s/w, inner radius 7 s/w, concentric circles discontinued (Clause 5).
Reassurance and Place Identification Signs: Legend lines centered; kilometrage aligned right with minimum 3 s/w gap (Clauses 7, 8).
Sign Placement Heights: From Table 4.1 (Clause 4.1), e.g., minimum 600 mm to maximum 9000 mm depending on sign type.
These details ensure legibility and uniformity in sign design and placement.
Sources: Clause 11.1, Clause 4.1, Clause 4, Clause 5, Clause 6, Clause 7, Clause 8
IRC 67 provides specifications for Facility and Other Useful Information Signs primarily in Clause 16.17, which includes Fig. 16.17 showing definitions and supplementary plates. These signs are designed to convey essential information to road users clearly and effectively. Key aspects include:
Unfortunately, the exact formulas, tables, or detailed specifications for these signs are not provided in the retrieved context. For precise dimensions, color codes, and placement guidelines, refer directly to IRC 67 Clause 16.17 and associated figures.
If you need detailed tables or formulas, please provide the specific clause or section.
Sources: Clause 16.17, Fig. 16.17
As per Clause 22.7 and Clause 21.7, the size of letters on traffic signs shall follow Table 11.1, which relates letter x-height to design speed and sign type for legibility. Supplementary plates attached to facility, regulatory, or cautionary signs should have letters of 100 mm size, with 100-125 mm recommended for timing information like "09:00 am to 08:00 pm". According to Clause 11.1, letter size (x-height) depends on road speed and classification to ensure adequate legibility without being obtrusive. Table 11.1 specifies letter sizes and minimum clear visibility distances for various sign types (advance direction, flag type, reassurance, place identification) for both shoulder and gantry mounted signs. The table also notes minimum values in brackets for constrained sites and typical distances for advance direction signs at grade-separated junctions (250-750 m and 750-1500 m).
Sources: Clause 22.7, Clause 21.7, Clause 11.1, Table 11.1
IRC 67 provides detailed sign plan examples for typical road situations in Annexure V (Figures V.1 to V.10), covering junctions, roundabouts, flyover approaches, curve delineation, cloverleaf interchanges, and rest areas. These plans are indicative and must be adapted by engineers considering local conditions (Clause 23).
Key formulas for sign legibility include:
Tables VI.1 and VI.2 specify "x"-height of letters for shoulder and gantry mounted signs based on speed, lanes, and distances. For example, at 100 kmph on a 2-lane road, shoulder mounted signs require 273 mm uppercase "X" height, gantry mounted 312 mm (Tables VI.1 & VI.2).
Font heights for different speeds are given in Table 11.1 (Clause 11.1). Layouts for various sign types (map-type, flag-type, reassurance, place identification) are detailed with dimensions in Clauses 14.5 and 11.1.
These specifications ensure visibility and comprehension for drivers under typical Indian road conditions.
Sources: Clause 23, Table VI.1, Table VI.2, Clause 11.1, Clause 14.5
Frequently Asked
As per IRC 67, Clause 9.1, there are four standard sizes for mandatory/regulatory and cautionary/warning road signs: small, medium, normal, and large. Clause 14.4 specifies that these signs are circular with a red border, white background, and black symbols. The exact sizes and dimensions for mandatory and regulatory signs are detailed in Table 14.4, while Clause 14.3 reiterates the circular shape with red border, white background, and black symbols and numerals, with sizes per Table 14.3. For expressways, refer to respective chapters. Additionally, smaller sizes may be used with traffic signals or on bollards on traffic islands.
Sources: Clause 9.1, Clause 14.3, Clause 14.4
Advance Direction Signs in IRC 67 are designed and placed based on junction type and geometry (Clause 16.3.2.1). For roundabouts, signs include a minimum 25° cut-out angle to emphasize clockwise traffic flow, and curved approach arms if the roundabout is offset. For grade-separated intersections, two advance signs are required: the first gantry-mounted at 750 m to 1.5 km from the exit, the second at 250 m to 750 m (gantry or shoulder mounted depending on lane configuration) (Clause 1.5). Additionally, map-type and stack-type signs can be installed 100 m to 250 m ahead. Stack-type signs group place names with a single arrow, separated by lines (Clause 16.02). Sign placement distances follow Table 11.1, with adjustments for urban areas where junctions are closer than 1 km (Clause 16.3.2.3). Signs may be shoulder or gantry mounted, with gantry preferred for grade-separated interchanges.
Sources: Clause 16.3.2.1, Clause 1.5, Clause 16.02, Clause 16.3.2.3
As per IRC 67 Clause 6.7, road sign retro-reflective sheeting shall be white or coloured with a smooth outer surface exhibiting retro-reflection over its entire area. It must be weather resistant, colour fast, new, and free from defects like cracking or blistering. The sheeting is classified into three classes based on ASTM D 4956-09: Class A (Engineering and Super Engineering Grade - Types I & II), Class B (High Intensity and High Intensity Prismatic - Types III & IV), and Class C (Micro Prismatic - Types VIII, IX & XI). The sheeting must have certified performance for retro-reflection, weathering, adhesion, and other durability tests from recognized labs. For example, Type I and II are enclosed lens glass bead types, while Type VIII is micro prismatic. The sheeting must retain at least 80% of its retro-reflectance after 10 years and not less than 90% when wet, per the specified tables in the code.
Sources: Clause 6.7, Clause 6.7.2.1, Clause 6.7.2.2, Clause 6.7.4.1
As per IRC 67 Clause 12.3, all road signs shall be inspected at least twice a year during both day and night, and at least once a year during the rainy season to ensure legibility and visibility. Clause 12.1 emphasizes that signs should be cleaned at intervals appropriate to site conditions, with more frequent cleaning where heavy soiling or algae growth occurs. Additionally, Clause 12.4 recommends painting of signs and posts every two years to maintain their condition. Maintenance schedules should be clearly established before installation (Clause 12.1), and damaged or faded signs must be replaced immediately (Clause 12.3).
Sources: Clause 12.1, Clause 12.3, Clause 12.4, Clause 2.4
According to IRC 67, the installation of parking restriction and traffic calming signs must follow the guidelines for regulatory and warning signs as per Clause 22.4. The placement distances depend on the design speed and visibility requirements, which are specified in Table 11.1. Signs should be sited to ensure clear visibility and appropriate reaction time for drivers, considering urban and city road conditions. Additionally, the siting of signs must respect the carriageway layout to avoid obstruction and ensure safety.
Sources: Clause 22.4, Table 11.1
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