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IRC 87 : 2018
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Guidelines for Planning and Design of Interchanges for National Highways

AASHTO Green Book (USA) - A Policy on Geometric Design of Highways and Streets · Austroads Guides (Australia) - Various geometric design and traffic management publications · Design Manual for Roads and Bridges (DMRB) (UK)
CurrentFrequently UsedCode of PracticeTransportation · Roads and Pavement
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OverviewValues20InternationalTablesFAQ10Related

Overview

IRC 87:2018 is the Indian Standard (IRC) for guidelines for planning and design of interchanges for national highways. This IRC code is essential for highway engineers involved in the planning and design of interchanges on National Highways. It outlines the fundamental principles and detailed procedures for selecting the appropriate interchange type based on traffic volume, operational needs, and site constraints. The code delves into geometric design aspects such as ramp curvature, grade, sight distance, and lane distribution, alongside considerations for drainage, lighting, signage, and safety features. Adherence to these guidelines ensures the creation of safe, efficient, and functionally optimized interchange facilities that can handle present and future traffic demands on India's vital national highway network.

This IRC code provides comprehensive guidelines for the planning and design of various types of interchanges on National Highways in India. It covers aspects from the initial traffic studies and functional requirements to detailed geometric design, drainage, and safety considerations. The document aims to ensure efficient and safe traffic flow at points where different highway facilities intersect.

Status
Current
Usage level
Frequently Used
Domain
Transportation — Roads and Pavement
Type
Code of Practice
International equivalents
AASHTO Green Book (USA) - A Policy on Geometric Design of Highways and StreetsAustroads Guides (Australia) - Various geometric design and traffic management publicationsDesign Manual for Roads and Bridges (DMRB) (UK)
Typically used with
IS 73
Also on InfraLens for IRC 87
20Key values6Tables10FAQs
Practical Notes
! Always conduct thorough traffic studies, including origin-destination surveys, to accurately predict traffic volumes and patterns. This is the bedrock of interchange type selection.
! Consider future traffic growth projections; interchanges are long-term investments, and designs should accommodate anticipated increases in demand over their design life.
! When selecting an interchange type, balance cost, efficiency, land acquisition needs, and environmental impact. There is rarely a single 'perfect' solution.
! Pay close attention to the transition zones between the mainline and ramps. These areas are critical for safety and operational efficiency.
! Ensure adequate sight distance is provided on all approaches to and within the interchange. This includes stopping, passing, and decision sight distances.
! Adequate drainage is paramount. Design systems to effectively manage stormwater runoff to prevent flooding and pavement damage within the interchange area.
! Incorporate appropriate safety features such as barriers, guardrails, and proper lighting. These are non-negotiable for enhancing driver safety.
! Clear and consistent signage and pavement markings are essential for guiding drivers through complex interchange layouts. Ambiguity leads to confusion and accidents.
! The design of acceleration and deceleration lanes must be carefully calibrated to allow vehicles to safely match mainline speeds or exit without impeding traffic.
! Consider the impact of adjacent land use and potential for future development when planning the interchange layout and access points.
! The geometric design of ramps should minimize abrupt changes in direction or grade to ensure smooth and comfortable vehicle movements.
! Regular review and maintenance of interchange appurtenances (signage, lighting, barriers) are crucial for long-term safety and functionality.
! For urban or highly congested areas, consider multi-level interchanges or complex directional designs to optimize space and traffic flow.
! The interaction between pedestrian and vehicular traffic, if any, within or near interchange areas must be carefully managed through designated crossings and separation measures.
! The design must account for the operational characteristics of different vehicle types, including heavy commercial vehicles, which have different maneuvering capabilities and braking distances.
Frequently referenced clauses
Cl. 1.1IntroductionCl. 2.1Traffic Studies and ForecastingCl. 3.1Interchange Types and Selection CriteriaCl. 4.1Geometric Design of RampsCl. 5.1Sight Distance RequirementsCl. 6.1Integration with Mainline and Local RoadsCl. 7.1DrainageCl. 8.1Safety Features and Appurtenances
Pulled from IRC 87:2018. Browse the full clause & table index below in Tables & Referenced Sections.
Interchange DesignNational HighwaysHighway EngineeringTraffic EngineeringGeometric DesignRamp DesignRoad SafetyTraffic CapacityIndian Roads CongressIRC CodesIRC

International Equivalents

Similar International Standards
AASHTO Green Book (USA) - A Policy on Geometric Design of Highways and Streets
MediumCurrent
Austroads Guides (Australia) - Various geometric design and traffic management publications
MediumCurrent
Design Manual for Roads and Bridges (DMRB) (UK)
MediumCurrent
Key Differences
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≠
Key Similarities
≈
≈
≈
≈
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Ramp Design Speed
Maximum Grade on Merging/Diverging Lanes
Minimum Stopping Sight Distance (SSD)
Vertical Clearance
⚠ Verify details from original standards before use

Key Values20

Quick Reference Values
minimum design speed ramp40
maximum grade merging diverging lane4
minimum sight distance stopping on ramp40
minimum sight distance passing on ramp60
minimum width through lane on bridge over interchange3.5
minimum clearance vertical under flyover ramp5
minimum clearance horizontal from edge of carriageway to obstacle1.5
design capacity level of service a1800
design capacity level of service b2000
design capacity level of service c2200
design capacity level of service d2400
design capacity level of service e2600
design capacity level of service funacceptable
minimum radius outer edge curving ramp60
maximum degree of curve curving ramp3
minimum acceleration lane length150
minimum deceleration lane length100
design hourly volume dhv factor0.35
peak hour factor phf0.85
saturation flow rate per lane per hour1800
Key Formulas
Fc = (W * V^2) / (R * g)
e + f = (V^2) / (g * R)
SSD = 0.278 * V * t + (V^2) / (254 * (f + G))
C = 1900 * W * (1 - (Pt / 100)) * E

Tables & Referenced Sections

Key Tables
Typical Interchange Configurations and Suitability
Design Speed vs. Minimum Radius of Curvature for Ramps
Maximum Grades for Different Ramp Sections
Sight Distance Requirements for Ramps (Based on Design Speed)
Runoff Coefficients for Different Paved Surfaces
Minimum Clearances for Structures and Obstacles
Key Clauses
Introduction
Traffic Studies and Forecasting
Interchange Types and Selection Criteria
Geometric Design of Ramps
Sight Distance Requirements
Integration with Mainline and Local Roads
Drainage
Safety Features and Appurtenances

Related Resources on InfraLens

Cross-Referenced Codes
IS 73:2013Paving Bitumen - Specification
→

Frequently Asked Questions10

What is the primary purpose of an interchange on a National Highway?+
The primary purpose of an interchange on a National Highway is to facilitate the separation of traffic flows at grade-separated intersections. This allows vehicles to change direction and move between different highway facilities or local roads without stopping or impeding the flow of traffic on the main highway. Interchanges are crucial for enhancing traffic safety, improving operational efficiency, and increasing the capacity of the road network by eliminating conflicting movements at intersections.
How is the 'design speed' for an interchange ramp determined?+
The design speed for an interchange ramp is typically determined by the functional classification of the highway, the anticipated volume of traffic, and the operational requirements of the interchange. Lower design speeds are generally used for ramps compared to the mainline highway to ensure safe transition. The IRC code provides specific criteria and tables linking design speed to geometric parameters like radius of curvature, superelevation, and sight distance. It's crucial to select a design speed that reflects the expected operational conditions and driver behavior within the interchange.
What are the key factors influencing the selection of an interchange type?+
The selection of an interchange type is influenced by several key factors. These include the projected traffic volumes on all intersecting roadways, the physical characteristics of the site (land availability, topography, presence of obstacles), functional requirements (e.g., direct connections needed), cost considerations (construction and maintenance), environmental impact, and aesthetic considerations. The IRC code provides a systematic approach to evaluating these factors and recommending suitable interchange configurations.
Why is sight distance so important in interchange design?+
Sight distance is critically important in interchange design because it directly impacts the safety of drivers. Adequate sight distance allows drivers to perceive potential hazards, make informed decisions, and react appropriately, such as braking or changing lanes. Specific types of sight distance, including stopping sight distance, passing sight distance, and decision sight distance, are considered. Ensuring sufficient sight distance prevents accidents, particularly in complex merging and diverging areas where traffic speeds and densities can vary significantly.
What are the typical components of a geometric design for a ramp?+
The geometric design of a ramp involves several key components. These include the horizontal alignment (curves and transitions), vertical alignment (grades, crest curves, and sag curves), lane widths, shoulder widths, and medians. The design aims to ensure smooth, safe, and efficient vehicle movement. Specific attention is paid to the radius of curves, superelevation rates, and maximum grades, all of which are dictated by the selected design speed for the ramp and the operational characteristics of vehicles.
How does IRC address drainage in interchange areas?+
IRC addresses drainage in interchange areas by emphasizing the need for effective stormwater management. This involves calculating anticipated runoff volumes based on rainfall intensity and surface characteristics, and designing appropriate drainage systems. These systems can include open ditches, culverts, storm sewers, and underdrains. The goal is to rapidly remove water from the pavement surface to prevent hydroplaning, maintain pavement integrity, and ensure the overall safety and functionality of the interchange, especially during monsoon seasons.
What is a 'weaving section' and why is its design critical?+
A 'weaving section' in an interchange is an area where vehicles on one roadway are crossing the path of vehicles on another roadway, typically in a merging or diverging area where multiple ramps interact. For example, a vehicle merging onto a highway might cross the path of a vehicle exiting the same highway. The design of weaving sections is critical because they are prone to turbulence and potential conflicts. The IRC code provides guidelines for calculating weaving section capacity and ensuring sufficient length to allow for safe merging and diverging movements without excessive delay or accidents.
What are some common safety features that must be incorporated in interchange design?+
Common safety features that must be incorporated in interchange design include protective barriers (such as guardrails and concrete barriers) to prevent vehicles from leaving the roadway or colliding with fixed objects, adequate pavement markings and signage for clear guidance, and appropriate lighting for nighttime visibility. Delineation devices, such as reflective markers and chevrons, are also used. Decision sight distance is particularly important in areas where complex maneuvers are required. The overall aim is to minimize the severity of potential incidents and guide drivers safely through the interchange.
How is the peak hour factor (PHF) used in interchange design?+
The peak hour factor (PHF) is a measure of traffic flow variation within the peak hour. A lower PHF indicates more variability in traffic flow, meaning that traffic volumes are concentrated into shorter periods within the hour. In interchange design, the PHF is used in capacity analysis and traffic forecasting to determine the 'design hourly volume' (DHV) or other critical flow rates. This helps engineers account for the fluctuating nature of traffic and design the interchange to handle the worst-case scenarios during peak periods, ensuring adequate capacity and acceptable levels of service.
Are there specific IRC guidelines for lighting within interchanges?+
Yes, the IRC code, or related IRC documents that are often referenced, provides guidelines for lighting within interchanges. Adequate lighting is crucial for driver visibility, especially during nighttime or adverse weather conditions. These guidelines typically specify the required illuminance levels for different areas within the interchange, such as ramps, loops, and weaving sections, as well as the spacing and type of luminaires. Proper lighting enhances safety by reducing the risk of accidents and improving the overall operational efficiency of the interchange.

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