IRC 67:2012 is the Indian Standard (IRC) for road signs. IRC 67 is India's standard for road signs — defines the shape, colour, size, and placement of every traffic sign on Indian roads. Red circle = regulatory, yellow triangle = warning, blue/green rectangle = informatory. All signs must use retro-reflective sheeting for night visibility.
Standards for design, placement, and use of road signs on Indian highways covering regulatory, warning, informatory, and direction signs.
Key reference values — verify against the current code edition / project specification.
| Reference | Value | Clause |
|---|---|---|
| Sign categories | Regulatory / Warning / Informatory & direction | Classes |
| Shapes | Circular (regulatory) · triangular (warning) · rectangular (info) | Convention |
| Placement | Advance distance set by approach speed | Siting |
| Retro-reflective | Sheeting class for night legibility | Materials |
| Legend | Letter/numeral size per IRC 30 & legibility distance | IRC 30 |
| Mounting height/offset | Standardised clearance from carriageway | Siting |
IRC 67 (2012) is the Code of Practice for Road Signs — India's authoritative document for road signage on all classes of highways + urban roads. It is the daily reference for highway designers, traffic engineers, road safety auditors, and contractors handling signage BOQ. It pairs intimately with IRC:35:2015 (road markings) — together these two define driver guidance, regulatory information, and warning systems on Indian roads.
Use IRC 67 when you are: - Preparing road-furniture BOQ for any highway, urban, or rural project - Designing regulatory + warning + informatory signage at NH/SH/district/urban roads - Doing road safety audit — sign placement, visibility, retroreflectivity - Re-engineering black-spot signage + crash mitigation - Specifying work-zone signage (IRC:SP-55:2014 + IRC 67) - Doing PMGSY rural road signage - Specifying signage at rotaries, intersections, schools, bus stops, hospitals
What IRC 67 covers: - Sign categories (regulatory, warning, informatory) - Standard sign dimensions + shape - Colour codes - Mounting + lateral / vertical clearance - Sign font (lettering per IRC:30:1968) - Retroreflectivity (initial + service-life thresholds) - Substrate material (aluminium, MS, FRP) - Reflective sheeting (Class A, B, C; commercial vs HIP vs DG) - Installation procedure - Maintenance + cleaning intervals - Specific sign messages + symbol drawings
Three primary sign categories:
1. Regulatory signs (red/black on white background): - Mandatory directional: Stop, Give Way, No Entry, No Right Turn, One-Way - Speed limit: posted in km/h; red circle around number - Weight / size restrictions: posted on bridges + structures - Prohibitions: No Parking, No Honking, No Pedestrians - Action required: drivers must comply; legally enforced
2. Warning signs (yellow/black; diamond shape): - Geometric warnings: Curve Ahead, Steep Gradient, Narrow Bridge - Conflict warnings: Pedestrian Crossing, School Ahead, Cattle Crossing - Surface warnings: Slippery Surface, Rough Road, Loose Gravel - Construction: Roadwork Ahead - Action required: advisory; reduce speed + caution
3. Informatory signs (white/black or green; rectangular): - Destination signs: Distance to next major city / village - Service signs: Petrol Pump, Hospital, Hotel - Direction signs: Route indicators (NH, SH, expressway) - Tourist signs: Heritage, Park, Museum (typically brown background) - Action required: information only; driver may use or ignore
Sign dimensions (typical): - Mandatory speed-limit (rural NH): 600-900 mm circle - Warning sign (rural NH): 600-900 mm diamond - Mandatory speed-limit (urban): 600-750 mm circle - Warning sign (urban): 600-750 mm diamond - Destination signs: typically 600 × 900 mm or 750 × 1200 mm - Service signs: 600 × 600 mm or 600 × 900 mm
Mounting: - Height to bottom edge of sign: 1.5-2.5 m above road surface (urban); 2.0-2.5 m (rural) - Lateral offset from carriageway edge: 1.5-3.0 m - Pole installation: mass concrete foundation; sign at right angles to traffic - Group of signs: vertical spacing 100-200 mm between signs
Lettering: - Standard font per IRC:30:1968 — Calibri or Helvetica style for English; Devanagari standard for Hindi - Letter height varies by sign type + viewing distance: - Regulatory speed-limit: 200-300 mm digit height - Destination signs (rural): 150-300 mm depending on viewing distance - Service signs: 75-150 mm
Visibility distance (sign legibility): - Speed limit at 50 km/h: legible at 30-50 m - Warning sign at 50 km/h: advance distance 80-150 m - Destination sign at 80 km/h: advance distance 150-200 m - Stop sign: legible at SSD (stopping sight distance) per design speed
Sign substrate: - Aluminium: preferred for highway signage; lightweight + corrosion-resistant; 1.5-3 mm thick - Mild steel (galvanized): for low-traffic + rural; 1.5-2 mm; coated against rust - FRP (Fiberglass Reinforced Plastic): for premium signs; lightweight - Composite materials: modern options; weather-resistant
Reflective sheeting types (retro-reflectivity classes):
| Class | Material | Initial Brightness | Service Life | Use | |---|---|---|---|---| | Class A (commercial) | Engineering grade | 50-75 mcd/m²/lx | 5-7 years | Rural / low-traffic | | Class B (high intensity) | High-intensity prismatic | 250-500 mcd/m²/lx | 7-10 years | SH / NH 2-lane | | Class C (DG / diamond grade) | Diamond grade | 500-1000+ mcd/m²/lx | 10-12 years | NH 4/6-lane / expressway |
Retroreflectivity thresholds: - Initial: as specified above - Maintenance threshold (replace when below): 50 mcd/m²/lx for commercial; 100 for HIP; 250 for DG - Service-life criterion: retroreflectometer measurement at 5-year intervals
Colour codes: - Regulatory: red (mandatory), white background with black text - Warning: yellow background with black - Informatory: white / blue / green / brown background depending on type - Bus / lane indication: specific colors per type - Construction: orange + black (per IRC:SP-55:2014)
Anti-fade pigments: - High-quality pigments rated for UV resistance - Service life ~10 years for outdoor exposure - Test for fade resistance + colour stability
Mounting hardware: - Pole: Galvanized steel, 50-75 mm diameter - Anchorage: Concrete foundation 600 × 600 × 600 mm typical - Bolts: Stainless or galvanized; HSFG for critical applications - Sign-mount brackets: Aluminium or galvanized; allow adjustment
Installation: - Foundation construction + curing - Pole erection + plumb check - Sign assembly + mounting - Bolt tightening to specification - Alignment verification (perpendicular to traffic) - Cleaning + final inspection
Quality control: - Sheeting retroreflectivity test (initial) - Substrate thickness + quality verification - Lettering legibility + alignment - Mounting + alignment verification - Foundation quality verification
Acceptance: - Retroreflectivity per class - Visual inspection — no defects - Mounting alignment - Cleanliness
Maintenance schedule: - Daily: general visual inspection by road operator - Monthly: detailed inspection (cleanliness, defects, vegetation) - Annual: retroreflectometer testing (10 % sample minimum) - 5-year: retroreflectometer testing (100 % coverage); replacement if below threshold - As needed: damaged sign replacement; vegetation clearing
Vandalism + theft: - Tamper-resistant fixtures - Anti-graffiti coatings (where applicable) - Quick-replacement spare inventory - Local enforcement coordination
1. Wrong size for road class. Sign at NH treated as urban; insufficient legibility distance. Size per IRC 67 table for road type + speed. 2. Retroreflectivity below threshold. Service-life threshold ignored; old signs left in place; night-time visibility poor. Annual retro testing + replacement. 3. Mounting too high / too low. Below 1.5 m: easy vandal target; above 2.5 m: driver focus disrupted. Per IRC 67 mounting guidelines. 4. Wrong placement distance. Speed-limit sign placed at intersection start; driver passes through before reading. Place per IRC 67 advance distance. 5. Multiple signs on one pole. Visual clutter; key sign missed. Per IRC 67: limit number of signs per pole. 6. Lateral offset inadequate. Sign too close to carriageway; struck by vehicles. 1.5-3.0 m offset per design. 7. Sign damaged + not replaced. Crashed sign left in damaged state for months. Quick replacement protocol. 8. Wrong reflective sheeting class. Class A on NH 6-lane; visibility inadequate. Class B / C for higher-class roads. 9. No anti-graffiti / vandal-resistant features. Signs frequently damaged; replacement costs. Robust + tamper-resistant fixtures. 10. Vegetation obscuring sign. Trees / shrubs blocking sign; effectively invisible. Regular trimming maintenance. 11. Signs missing at known hazard locations. Black-spot has no warning; crashes continue. Black-spot signage upgrade. 12. No road safety audit. Designer's signage adequate on paper; in-service issues. Mandatory pre-opening + 1-year audit. 13. Conflicting signs. Two signs giving different instructions; driver confused. Coordinate adjacent signs. 14. Sign substrate degrades. Sheeting peels; substrate corrodes. Choose appropriate material for environment. 15. No coordinated lighting. Signs unlit at night intersections; reflectivity insufficient. Add intersection lighting where needed. 16. Foundation inadequate. Sign falls in storm; safety + cost. Proper foundation design. 17. Maintenance budget cut. Signs degrade; safety degrades. Maintain budget; protected from cuts.
Signage project — IRC 67 touchpoints:
1. Design phase: - Sign requirements per road class + geometric features - Sign locations + spacing - Sign size + material selection - Retroreflective class per traffic - Mounting design + foundation - Visibility verification (advance distance + sight line)
2. Drawings: - Sign layout plan (along alignment) - Sign schedule with code, type, size, sheeting class - Mounting + foundation details - Special sign locations (rotaries, intersections, schools)
3. Tender + BOQ: - Sign quantity per type - Retroreflective sheeting specification - Mounting hardware - Foundation works - Acceptance retroreflectivity criteria + holdback
4. Construction: - Foundation preparation + curing - Pole erection - Sign assembly - Mounting + alignment - Final inspection + sign-off
5. Quality control + acceptance: - Retroreflectivity test per IRC 67 - Mounting alignment - Foundation quality - Sign cleanliness
6. Pre-opening: - Drive-through verification - Walk-through inspection - Road safety audit per IRC:SP-44:1996
7. Operations + maintenance: - Daily visual inspection by operator - Monthly cleaning + condition check - Annual retroreflectivity testing (10 % sample) - 5-year comprehensive testing + replacement of below-threshold - Damaged sign replacement (rapid response)
8. Lifecycle replacement: - Sheeting service life 5-12 years depending on class - Substrate longer (~20 years) - Full replacement at end of service life
IRC 67 is the fundamental signage reference for every Indian road — applied on every NH 4/6-laning, every state highway upgrade, every urban arterial project, every PMGSY rural road, and every road safety audit. Together with IRC:35:2015, it defines the visual communication system of Indian roads.
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