IRC 621976AI Search Enabled✦ AI Generated

Guidelines for Control of Access on Highways
1976 Edition

IRC 62 outlines detailed procedures for managing access on Indian highways, covering both urban and rural scenarios. It highlights the effects of unrestricted access on traffic efficiency and safety, providing design criteria for intersections, driveway regulations, median openings, and grade separations. This code is crucial for professionals involved in highway planning and traffic management to optimize roadway functionality and minimize accident risks.

13Sections
36Clauses Indexed
AI Search Ready
1976Edition
Roads and Bridges IRC- Indian road congress Category
Alternative search terms: highway-access-control-guidelines-1976 PDF, highway-access-control-guidelines-1976 pdf free download, highway-access-control-guidelines-1976 free download pdf, highway-access-control-guidelines-1976 PDF, highway-access-control-guidelines-1976 PDF, highway-access-control-guidelines-1976 1976 PDF, highway-access-control-guidelines-1976:1976 PDF, highway-access-control-guidelines-1976-1976 PDF, highway-access-control-guidelines-1976 (1976) PDF, highway-access-control-guidelines-1976 1976 edition PDF, highway-access-control-guidelines-1976 edition 1976 PDF

What This Standard Covers

IRC 62 outlines detailed procedures for managing access on Indian highways, covering both urban and rural scenarios. It highlights the effects of unrestricted access on traffic efficiency and safety, providing design criteria for intersections, driveway regulations, median openings, and grade separations. This code is crucial for professionals involved in highway planning and traffic management to optimize roadway functionality and minimize accident risks.

Who Uses This Standard

  • Transportation planners
  • Traffic management engineers
  • Highway design consultants
  • City planners
  • Public infrastructure agencies
  • Road safety experts
  • Civil infrastructure developers

Key Topics Covered

Definitions of road categories and access management
Concepts and types of access control
Urban highway access management techniques
Access regulation on rural highways
Spacing standards for intersections and private driveways
Design and control of median openings
Regulations for direct driveway connections
Grade separation criteria for intersections and rail crossings
Considerations of traffic volume in access control
Safety impacts of access management
Coordination with frontage and service roads
Guidelines for expressways and arterial routes

Table of Contents

1Overview and Key Definitions

This section introduces IRC 62 and presents essential definitions related to highway access control aimed at improving traffic safety and flow. It categorizes roads such as expressways, arterial and sub-arterial highways, collector and local streets, service roads, byepasses, divided highways, and two-lane roads (Clauses 3.1–3.11). It further explains access control classifications like full and partial control, emphasizing prioritizing through traffic by managing driveway connections and crossings (Clauses 3.12–3.14). Definitions for median, median openings, and grade separations are also detailed (Clauses 3.15–3.21). Minimum spacing requirements for intersections and access points are recommended to enhance safety and reduce congestion, such as 750 m between rural intersections and 300 m between private driveways, with grade separation conditions tied to traffic volumes (Clauses 6.3–7.7). These foundational concepts support effective access management on highways.

2Scope and Implementation Areas

This part explains the extent and practical application of IRC 62, focusing on managing access along through highways to improve safety and traffic movement, especially by limiting right-turn maneuvers (Clause 1.2). The provisions apply to both urban and rural roads with tailored guidelines (Clause 2.1). It reiterates definitions of various road types and access control approaches (Clauses 3.1–3.14). Key principles include prohibiting direct residential access on expressways and arterials, restricting commercial and industrial access with right-turn limitations (Clause 6.7). It also prescribes minimum spacing for intersections and driveways, limits median openings to intersections or major traffic attractors with protected turn lanes (Clauses 6.5–7.5), and recommends grade separation installation based on traffic volume thresholds for intersections and railway crossings (Clauses 6.13–7.7). These parameters form the basis for maintaining highway service quality.

3Terminology and Definitions

This section provides definitions crucial to understanding highway access control as per IRC 62 Clause 3. Key terms include:

  • Highway: A public vehicular route including the full right-of-way (Clause 3.1).
  • Expressway: A divided arterial road with full or partial access control and grade-separated intersections (Clause 3.3).
  • Arterial Highway: A major route intended primarily for through traffic (Clause 3.4).
  • Sub-arterial Street: Connects expressways/arterials with collector streets, offering lower mobility (Clause 3.5).
  • Collector Street: Channels traffic between local and arterial roads (Clause 3.6).
  • Local Street: Mainly provides property access (Clause 3.7).
  • Service/Frontage Road: Runs parallel to highways, linking properties and main roads at selected points (Clause 3.8).
  • Byepass: Road designed to divert through traffic around congested zones (Clause 3.9).
  • Divided Highway: Road with physically separated carriageways for opposing traffic (Clause 3.10).
  • Control of Access: Regulation by authority over rights to enter highways (Clause 3.12).
  • Full Control of Access: Access only via designated public roads, no private driveway connections (Clause 3.13).
  • Partial Control of Access: Some private driveway and at-grade crossings allowed (Clause 3.14).
  • Median: Central dividing area separating opposite traffic flows (Clause 3.15).
  • Median Opening: Break in the median for crossings and right turns (Clause 3.16).
  • Intersection: Junction of two or more highways (Clause 3.17).
  • Progressive Signal System: Coordinated traffic signals for smooth progression (Clause 3.18).
  • Driveway: Authorized connection from road to private property (Clause 3.19).
  • At-grade Intersection: Roads crossing at the same level (Clause 3.20).
  • Grade Separation: Intersection with roads crossing at different levels (Clause 3.21).
  • Average Daily Traffic (ADT): Mean daily traffic volume over a time period (Clause 3.22).
4Fundamental Access Control Principles

This segment elaborates on the main concepts underlying access control per IRC 62, emphasizing regulation of access points to prioritize uninterrupted through traffic and enhance road safety. Definitions cover:

  • Control of Access: Authority regulation of landowner access rights (Clause 3.12).
  • Full Control: Access only at specific public roads, disallowing private driveways and at-grade crossings (Clause 3.13).
  • Partial Control: Permitting some private driveways and at-grade crossings alongside public road access (Clause 3.14). Roads are categorized from expressways with full control to local streets focusing on property access. Median openings and intersections are managed to limit conflict points (Clauses 3.15–3.17). Guidelines discourage right-turn movements onto and from main highways to improve safety (Clause 1.2). Coordination of traffic signals via progressive systems is recommended to optimize flow (Clause 3.18). Different applications are outlined for urban and rural highways (Clause 2.1).
5Access Management for Urban Roads

Key stipulations for controlling access on urban highways per IRC 62 include:

  • Spacing between access points may be reduced if intervening streets only allow left turns; continuous turning lanes are suggested for expressways with frequent intersections (Clause 6.5).
  • Direct access from residential plots to expressways and arterial roads is prohibited; commercial and industrial access is allowed with restrictions on right turns unless spacing criteria are satisfied (Clause 6.7).
  • Median openings should be confined to intersections or major traffic attractors, with the median width designed to safely accommodate right turns and preferably protected turn lanes (Clauses 6.11, 6.12).
  • Grade separations are mandated when anticipated traffic volumes exceed intersection capacity within 5 years, with considerations for future needs up to 20 years; similar criteria apply for railway crossings based on traffic and economic factors (Clauses 6.13, 6.14). These measures aim to improve safety and reduce congestion in urban highway environments.
6Access Control Practices on Rural Highways

Content specifics are not provided.

7Standards for Intersection and Driveway Spacing

IRC 62 outlines spacing requirements to enhance safety and traffic flow:

  • Minimum of 750 m between intersections with public roads (Clause 7.3).
  • Service or frontage road connections should also maintain at least 750 m spacing (Clause 7.3).
  • Private property driveways must be spaced at least 300 m apart or away from intersections (Clause 7.4).
  • Median openings are primarily limited to intersections with public roads; additional openings for U-turns may be spaced approximately every 2 km on divided highways (Clauses 6.11, 7.5).
  • Direct driveway access on expressways and arterial roads is restricted, especially for residential plots; commercial and industrial accesses are regulated with right-turn limitations unless spacing standards are met (Clauses 6.7, 6.8).
  • Grade separations are recommended when traffic volumes approach or exceed intersection capacity within 5 to 20 years (Clauses 6.13, 7.6). These criteria collectively support safe and efficient highway operations.
8Design and Regulation of Median Openings

According to IRC 62, median openings on divided highways should be restricted to intersections with public streets or significant traffic generators, avoiding openings for individual businesses (Clause 6.11). At unsignalized locations, openings are permissible only when the median width provides adequate protection for vehicles making right turns from side roads until the maneuver is complete (Clause 6.12). Where feasible, a protected right-turn lane with sufficient width and length should be incorporated within the median to facilitate safe turning movements. On rural divided highways, median openings for U-turns or emergency use should be spaced roughly every 2 km when intersections are infrequent (Clause 7.5). These provisions help minimize conflicts and enhance safety.

9Guidelines on Grade Separation

Detailed content is not available.

10Regulations for Driveway Access

IRC 62 prescribes specific access rules for driveway connections:

  • Direct residential driveway access is banned on expressways and arterial roads; commercial and industrial accesses may be permitted but without right turns unless spacing requirements are fulfilled (Clause 6.7).
  • On sub-arterial roads, residential access is allowed only if no feasible alternative exists; commercial and industrial access is permitted (Clause 6.8).
  • Collector streets allow limited access balancing safety considerations (Clause 6.9).
  • Local streets provide unrestricted access to adjoining properties (Clause 6.10).
  • Median openings are limited to intersections or major traffic generators with protected right-turn lanes advised (Clauses 6.11, 6.12).
  • Minimum spacing for intersections and frontage roads is 750 m; private driveways should be spaced at least 300 m apart or from intersections (Clauses 7.3, 7.4).
  • Grade separations are required when traffic volumes exceed intersection capacity within 5 to 20 years or when railway crossing thresholds are met (Clauses 6.13, 6.14, 7.6, 7.7). These measures ensure safe access and traffic operation.
11Traffic Volume and Safety Analysis

IRC 62 emphasizes the following for traffic and safety:

  • Intersections on rural roads should be no closer than 750 m (Clause 7.3).
  • Private property driveways need a minimum spacing of 300 m apart or from intersections (Clause 7.4).
  • Direct residential access on expressways and arterials is prohibited; commercial and industrial access is allowed with restrictions (Clause 6.7). Limited access applies to sub-arterial and collector roads (Clauses 6.8, 6.9).
  • Median openings are confined primarily to intersections or major generators; additional openings for U-turns spaced approximately every 2 km (Clauses 6.11, 7.5).
  • Grade separations are mandated when traffic volume exceeds intersection capacity within 5 years or when combined ADT and train frequency exceed thresholds (Clauses 6.13, 7.7).
  • For rural divided highways, grade separations are required if cross-road ADT for fast vehicles surpasses 5,000 within 5 years (Clause 7.6). These criteria balance smooth traffic movement with safety concerns.
12Planning and Implementation Guidelines

This section summarizes practical recommendations:

  • Prohibit direct residential access on expressways and arterials; permit limited commercial/industrial access without right turns unless spacing criteria are met (Clause 6.7).
  • Maintain a minimum 750 m spacing between intersections and frontage road connections on rural highways (Clause 7.3).
  • Space private driveways at least 300 m apart or from intersections and encourage consolidating access points via frontage roads (Clause 7.4).
  • Restrict median openings to intersections or major traffic generators; allow additional U-turn openings approximately every 2 km on divided highways (Clauses 6.11, 7.5).
  • Require grade separations when traffic volumes approach or exceed intersection capacity within 5 to 20 years; for rail crossings, base on combined ADT and train frequency (Clauses 6.13, 6.14, 7.6, 7.7).
  • Apply an access hierarchy where local streets allow free access, collector and sub-arterial streets have limited access, and expressways restrict access to major generators only (Clauses 6.7–6.10). These guidelines aim to enhance safety, minimize congestion, and sustain efficient traffic flow.
13References and Related Documents

IRC 62 includes definitions and access control guidelines applicable to urban and rural highways. Related documents include IRC Special Publication No. 15-1974 addressing Ribbon Development. The standard defines various road types, access control types, medians, median openings, intersections, and grade separations. It specifies spacing for intersections and driveways, limits median openings, and establishes grade separation requirements based on traffic volume and safety considerations (Clauses 1.2, 3.1–3.22, 6.3–6.14, 7.1–7.7). For instance, rural highway intersections should be spaced at least 750 m apart, and median openings are generally limited to intersections with public roads (Clauses 6.3, 7.3, 7.5). Grade separations are advised when traffic volumes exceed thresholds within 5 to 20 years (Clauses 6.13, 6.14, 7.6, 7.7).

Popular Questions About IRC 62

?What are the recommended minimum spacing distances for intersections on urban and rural highways?

For urban highways, the recommended minimum spacing between intersections with public roads is generally 750 meters, and connections from parallel service or frontage roads should also maintain at least 750 meters, as stated in Clause 7.3. For rural highways, individual private driveways must have a minimum spacing of 300 meters apart or from intersections, encouraging the use of frontage roads to consolidate access points (Clause 7.4). Additionally, median openings should be limited to intersections with public roads and spaced approximately every 2 kilometers for U-turns or emergency diversions on divided highways (Clause 7.5).

?How does IRC 62 differentiate between full and partial control of access?

IRC 62 defines control of access as the regulation by public authority over the rights of adjacent landowners to enter or exit highways (Clause 3.12). Full control of access means that access is permitted only at selected public roads, with no allowance for at-grade crossings or private driveways, prioritizing uninterrupted through traffic (Clause 3.13). Partial control of access permits some private driveway connections and at-grade crossings in addition to selected public road access points, offering a moderate level of access management while still favoring through traffic (Clause 3.14).

?Under what conditions are grade separations required according to traffic volume projections?

Grade separations at intersections are required when projected traffic volumes within the next five years exceed the capacity of at-grade intersections, with consideration for construction if volumes are expected to exceed capacity within twenty years (Clause 6.13). For divided rural highways, grade separations are necessary if the five-year projected Average Daily Traffic (ADT) for fast vehicles on the cross road surpasses 5,000, with future planning for volumes expected within twenty years (Clause 7.6). Regarding railway crossings, grade separations are mandated when the product of ADT (fast vehicles only) and the number of trains per day exceeds 50,000 within five years; for new bypasses, the threshold is 25,000 (Clause 7.7).

?What restrictions does the standard impose on direct driveway access to highways?

IRC 62 restricts direct driveway access to highways as follows: Residential properties are prohibited from having direct access on expressways and arterial roads (Clause 6.7). Commercial and industrial properties may have driveway access but with no permitted right turns unless spacing criteria in Clause 6.3 are satisfied. On sub-arterial roads, residential access is allowed only if no reasonable alternative exists, while commercial and industrial accesses are permitted (Clause 6.8). Collector streets allow limited access to adjacent properties considering safety (Clause 6.9), and local streets generally permit unrestricted access to abutting properties (Clause 6.10). These restrictions aim to maintain safety and efficient traffic flow.

?What are the design and regulatory requirements for median openings to ensure safety?

Median openings on divided highways should primarily be limited to intersections with public roads or major traffic generators, avoiding openings for individual businesses to maintain safety, as specified in Clause 6.11. Their number must be minimized. At non-signalized locations, openings are allowed only if the median width is sufficient to protect vehicles making right turns from side streets until the maneuver is complete (Clause 6.12). A protected right-turn lane of adequate width and length should be provided within the median wherever possible to facilitate safe turning movements. These design measures reduce conflict points and enhance overall traffic safety.

Need Detailed Clause Answers?

Ask AI about any clause, requirement, or provision in IRC 62. Get instant, clause-cited responses powered by our indexed library.

Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required