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IRC 65 : 2017

Recommended Practice for Traffic Rotaries

NCHRP Report 672 - Roundabouts: A Comprehensive Guide (USA) · Austroads Guide to Road Design - Part 6A: Local Roads - Intersections and Crossings (Australia) · Traffic Advisory Leaflet 3/93 - Roundabouts (UK)
CurrentFrequently UsedCode of PracticeTransportation · Roads and Pavement
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Summary

IRC 65 outlines the principles for designing efficient and safe traffic rotaries, crucial for managing vehicular movement at intersecting roadways. It emphasizes geometric considerations such as entry and exit lane widths, circulatory roadway design, and the geometry of central islands. The code also details traffic control devices, signage, lighting, and landscaping to enhance safety and operational efficiency. By adhering to these recommendations, engineers can create rotaries that reduce conflict points, improve traffic capacity, and minimize accident risks at intersections.

This code provides recommended practices for the design and construction of traffic rotaries, also known as roundabouts, in India. It covers geometric design aspects, traffic management within the rotary, and safety considerations to ensure efficient and safe traffic flow.

Key Values
minimum entry width6.0 m
minimum exit width6.0 m
minimum central island diameter rural18.0 m
Practical Notes
! Ensure adequate sight distance on all approaches to the rotary. This is paramount for preventing collisions.
! The central island should be adequately sized to prevent 'cutting corners' and encourage proper negotiation of the rotary.
! Provide clear and intuitive signage well in advance of the rotary to guide drivers.
! Road markings should be clear, continuous, and visible, especially in low-light conditions.
! Consider pedestrian refuge islands within splitter islands for safe crossing points.
! Landscaping on the central island should not obstruct visibility from approaching vehicles.
! The circulatory roadway should be designed for slower speeds than approach roads to promote turning movements and reduce conflict points.
! Multi-lane rotaries require careful design of lane discipline and yielding behaviour.
! Drainage is critical to prevent ponding on the circulatory roadway, which can lead to hydroplaning.
! Splitter islands should be wide enough to accommodate pedestrians and cyclists if necessary.
! The deflection angle of entry roads is key to reducing vehicle speeds naturally.
! Lighting levels should be uniform and sufficient to illuminate the entire rotary area.
! Consider the impact of heavy vehicles and design accordingly with appropriate radii and widths.
! Regular maintenance of signs, markings, and kerbs is essential for continued safety.
! The geometry should encourage drivers to yield to traffic already in the roundabout.
! In urban areas, consider pedestrian crossings at all approaches, potentially with signal control if volumes are high.
! The transition from approach roads to the rotary should be smooth to avoid abrupt changes in direction.
! Ensure adequate space for queue storage on entry lanes, especially during peak hours.
Traffic RotariesRoundaboutsIntersection DesignHighway EngineeringGeometric DesignTraffic ManagementRoad SafetyIndian Roads CongressIRC 65Traffic EngineeringIRC
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Similar International Standards
NCHRP Report 672 - Roundabouts: A Comprehensive Guide (USA)
MediumCurrent
Austroads Guide to Road Design - Part 6A: Local Roads - Intersections and Crossings (Australia)
MediumCurrent
Traffic Advisory Leaflet 3/93 - Roundabouts (UK)
MediumCurrent
Key Differences
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Key Similarities
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Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Central Island Diameter (Rural)
Design Speed (Circulatory Carriageway)
Entry Angle
Pedestrian Refuge Width
⚠ Verify details from original standards before use
Quick Reference Values
minimum entry width6.0 m
minimum exit width6.0 m
minimum central island diameter rural18.0 m
minimum central island diameter urban10.0 m
maximum entry angle30 degrees
minimum splitter island length9.0 m
recommended deflection angle15-25 degrees
design speed entry exit30-50 kmph
design speed circulatory carriageway20-30 kmph
minimum sight distance approach1.5 times the leg length
raised kerb height0.15 m
minimum clearance central island0.5 m
loading zone width3.5 m
pedestrian refuge width1.5 m
gradient circulatory carriagewayMaximum 3%
sight line clearanceEnsure no obstruction within 20m on approaches
Key Formulas
Wc = N * Wl + (N-1) * Wp
R_circulatory = V / (127 * Delta)
SD_approach = 2 * sqrt(V*t + V^2 / (2*a*g))
L_splitter = 2 * W_entry
Key Tables
Minimum Width of Circulatory Carriageway
Recommended Diameter of Central Island
Entry and Exit Width Requirements
Sight Distance Requirements for Approaches
Standard Traffic Signs for Rotaries
Pedestrian Crossing Widths
Key Clauses
Definition and Purpose of Traffic Rotaries
Types of Traffic Rotaries
Geometric Design Principles
Central Island Design
Circulatory Carriageway Design
Entry and Exit Approaches
Traffic Control Devices and Signage
Lighting and Landscaping
Pedestrian and Cyclist Facilities
Drainage Considerations
What are the main benefits of using a traffic rotary compared to a conventional intersection?+
Traffic rotaries offer several advantages over conventional intersections. They significantly reduce the number of conflict points, decreasing the likelihood of severe accidents. Rotaries also generally improve traffic flow by eliminating the need for stopping and waiting for signals, leading to higher capacity and reduced delays, especially under moderate traffic volumes. Furthermore, they can enhance the aesthetic appeal of an intersection through landscaping.
How does the design speed of a rotary affect its geometry?+
The design speed influences various geometric parameters of a rotary, including the radius of the circulatory roadway, the width of lanes, and the deflection angle of entry/exit approaches. Higher design speeds require larger radii and wider lanes to maintain safe operation. Conversely, lower design speeds allow for tighter curves and narrower lanes, which can be beneficial for traffic calming and reducing entry speeds.
What is the role of splitter islands in traffic rotary design?+
Splitter islands are crucial for directing traffic flow into and out of the rotary. They physically separate opposing traffic streams on the approaches, providing a clear path for vehicles entering the circulatory roadway. Splitter islands also serve as pedestrian refuge areas, offering a safe zone for individuals to wait before crossing the circulatory carriageway. Their length and shape are designed to deflect vehicles and encourage slower speeds.
How are pedestrian and cyclist safety addressed in the design of traffic rotaries?+
IRC 65 emphasizes the need to provide safe facilities for pedestrians and cyclists. This includes ensuring adequate visibility at crossings, providing refuge islands within splitter islands for safer crossing of multiple lanes, and designing approaches with appropriate kerbing and sidewalks. Pedestrian crossings are typically located a short distance away from the actual entry kerb to prevent conflicts with turning vehicles.
What are the considerations for multi-lane traffic rotaries?+
Designing multi-lane rotaries requires careful attention to lane assignment and driver behaviour. Approaches need to be clearly marked to indicate which lane leads to which exit. The circulatory roadway must be wide enough to accommodate multiple lanes of traffic, and clear sight lines are essential to prevent confusion and reduce the risk of sideswipe collisions. Channelization and signage are even more critical in multi-lane rotaries.
How does the central island size impact the operation of a traffic rotary?+
The size of the central island is directly related to the intended design speed and the types of vehicles expected to use the rotary. A larger central island is necessary for higher speeds or for accommodating large vehicles like trucks and buses, which require larger turning radii. A sufficiently sized central island prevents drivers from taking short cuts or 'cutting corners', thereby ensuring they properly navigate the circulatory roadway and yield to other traffic.
What is the recommended sight distance for vehicles approaching a traffic rotary?+
Adequate sight distance on the approach to a rotary is critical for safety. Drivers need to be able to see oncoming traffic within the circulatory roadway and determine a safe gap to enter. IRC 65 specifies minimum sight distance requirements, which generally increase with the design speed of the approach road. Obstructions to sight lines, such as vegetation or buildings, must be removed.
How does the deflection angle of entry/exit roads contribute to safety?+
The deflection angle is the angle at which an approach road enters the circulatory roadway. A moderate deflection angle, typically between 15 and 25 degrees, is recommended. This angle naturally causes drivers to slow down as they turn into the rotary, reducing their speed. A too-small deflection angle might not adequately slow traffic, while a too-large angle could create sharp turns and discomfort.
What are the drainage considerations for traffic rotaries?+
Effective drainage is vital for the longevity and safety of a traffic rotary. Water accumulation on the circulatory roadway can lead to hydroplaning and reduced skid resistance. The design must ensure that surface water is efficiently collected and conveyed away from the roadway. This typically involves appropriate cross-slopes on the circulatory carriageway and adequate drainage structures at the edges.
Are there specific IRC codes related to traffic signs and markings that complement IRC 65?+
Yes, IRC 65 relies on other IRC codes for detailed specifications of traffic signs and markings. Key complementary codes include IRC:6 'Standard Specifications and Code of Practice for Road Bridges - Section I General Features', which also covers aspects of road furniture and markings, and often references other IRC codes specific to road markings and traffic control devices. These codes ensure uniformity and clarity of information provided to road users.