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IRC SP 63 : 2018

Guidelines for Design of Toll Plazas

AASHTO Green Book (USA) · Austroads Guide to Road Design (Australia) · Design Manual for Roads and Bridges (UK)
CurrentFrequently UsedCode of PracticeTransportation · Roads and Pavement
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Summary

This IRC code is essential for highway engineers involved in the design and operation of toll plazas. It details the principles and practices for determining toll plaza location, number of lanes, lane width, acceleration and deceleration lengths, and toll booth configurations. The document emphasizes traffic analysis, capacity assessment, and the integration of technological solutions for efficient toll collection. Adherence to these guidelines ensures optimized traffic operations, user convenience, and the safe functioning of toll plazas, thereby contributing to the overall efficiency of the highway network.

This IRC code provides comprehensive guidelines for the planning, geometric design, and operational aspects of toll plazas on national highways and expressways in India. It aims to ensure efficient traffic flow, safety for users and staff, and effective toll collection mechanisms while considering environmental and aesthetic factors.

Key Values
minimum median width at toll plaza15.0 m (as per Clause 4.2.1)
minimum lane width for toll booths3.65 m (as per Clause 4.2.2)
minimum shoulder width before toll booths3.0 m (as per Clause 4.2.3)
Practical Notes
! Consider the future traffic growth projections during the design phase to avoid premature obsolescence of the toll plaza.
! Adequate buffer space between toll lanes and the mainline carriageway is crucial to manage merging and diverging traffic safely.
! The design should facilitate easy maintenance and upgradation of toll collection equipment.
! Sufficient space for queuing vehicles within the plaza area, without encroaching on the mainline, is a key operational consideration.
! Emergency access and service roads should be integrated into the toll plaza layout.
! Provision for pedestrian movement and safety, especially for toll plaza staff, is essential.
! The design should consider accessibility for all types of vehicles, including large trucks and buses.
! Adequate ventilation and lighting within toll booths are important for the comfort and efficiency of toll collectors.
! Noise barriers may be considered in sensitive areas to mitigate noise pollution from traffic at the toll plaza.
! Drainage should be designed to efficiently handle peak rainfall and prevent waterlogging, which can cause significant operational disruptions.
! The integration of Electronic Toll Collection (ETC) lanes requires careful consideration of signage, lane markings, and vehicle detection systems.
! Ancillary facilities such as rest areas, restrooms, and food outlets can be incorporated in larger toll plaza complexes to enhance user convenience.
! Landscaping and aesthetic considerations should be integrated to improve the visual appeal of the toll plaza.
! Regular audits and assessments of toll plaza performance are recommended to identify areas for improvement.
! The design should incorporate safety features like impact barriers and spill-off areas to protect toll booth operators and infrastructure.
! Adequate buffer lanes before the toll booths are necessary to prevent bottlenecks and allow for smooth vehicle progression.
Cross-Referenced Codes
IS 73:2013Paving Bitumen - Specification
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Toll PlazaHighway DesignGeometric DesignTraffic EngineeringRoad InfrastructureToll CollectionIndian Roads CongressIRC CodesTransportation EngineeringRoad SafetyTraffic ManagementExpressway DesignIRC
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Similar International Standards
AASHTO Green Book (USA)
MediumCurrent
Austroads Guide to Road Design (Australia)
MediumCurrent
Design Manual for Roads and Bridges (UK)
MediumCurrent
Key Differences
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Key Similarities
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Parameter Comparison
ParameterIS ValueInternationalSource
Lane Width
Design Speed (Toll Plaza Area)
Minimum Acceleration/Deceleration Lane Length
Minimum Sight Distance (before toll booth)
⚠ Verify details from original standards before use
Quick Reference Values
minimum median width at toll plaza15.0 m (as per Clause 4.2.1)
minimum lane width for toll booths3.65 m (as per Clause 4.2.2)
minimum shoulder width before toll booths3.0 m (as per Clause 4.2.3)
minimum acceleration lane length150.0 m (as per Clause 4.3.1)
minimum deceleration lane length150.0 m (as per Clause 4.3.1)
minimum toll booth depth8.0 m (as per Clause 4.4.1)
minimum clearance between toll booths2.5 m (as per Clause 4.4.2)
minimum radius of curvature before toll booths150.0 m (as per Clause 4.5.1)
maximum grade approaching toll booth1 in 40 (2.5%) (as per Clause 4.5.2)
minimum sight distance before toll booths190.0 m (as per Clause 4.5.3)
minimum spacing between toll collectors on same booth0.75 m (as per Clause 4.4.3)
minimum height of toll collection booth2.5 m (as per Clause 4.4.1)
recommended ratio of toll lanes to total lanesTypically 1:2 to 1:3, subject to traffic analysis (as per Clause 3.2.1)
minimum entry slip road length100.0 m (as per Clause 4.3.2)
minimum exit slip road length100.0 m (as per Clause 4.3.2)
design capacity per lane hour for manual collection150-200 PCUs/hour (as per Annexure A)
design capacity per lane hour for electronic collection600-750 PCUs/hour (as per Annexure A)
design speed for toll plaza area30-40 kmph (as per Clause 4.1)
minimum setback from highway carriageway for toll plaza structures10.0 m (as per Clause 4.7.1)
Key Formulas
Wq = Ls / (μ - λ) (Little's Law for average waiting time)
Desired Spacing (m) = (Time Headway (s) * Speed (m/s)) + Vehicle Length (m)
Stopping Sight Distance (SSD) = v*t + v^2 / (2*g*f) (where v=speed, t=reaction time, g=gravity, f=friction)
Grade (%) = (Vertical Rise / Horizontal Distance) * 100
Key Tables
Geometric Design Parameters for Toll Plaza Area
Traffic Capacity of Toll Lanes (PCUs/hour/lane)
Recommended Minimum Distance from Toll Plaza to Intersections/Junctions
Dimensions of Toll Booth and Associated Facilities
Recommended Illuminance Levels for Toll Plaza
Drainage Design Considerations for Toll Plazas
Traffic Capacity of Toll Booths with Different Collection Systems
Key Clauses
Objectives of Toll Plaza Design
Location of Toll Plaza
Layout and Configuration
Geometric Design of Toll Plaza Area
Lane Width
Toll Booth Design
Radius of Curvature
Traffic Analysis and Capacity
Lighting and Signage
Drainage
What is the primary purpose of an IRC code for toll plaza design?+
The primary purpose is to establish standardized guidelines and best practices for the planning, geometric design, and operational aspects of toll plazas on Indian highways. This ensures safety, efficiency in traffic management and toll collection, and user convenience across the network. It aims to create toll plazas that can handle current traffic volumes while also being adaptable to future growth and technological advancements.
How does the IRC code address the issue of traffic congestion at toll plazas?+
The code addresses congestion by providing guidelines for determining the optimal number of toll lanes based on traffic analysis and capacity calculations (Table 5.1, Annexure A). It also specifies geometric design elements like adequate lane widths, acceleration/deceleration lengths, and radii of curvature to facilitate smooth vehicle movement and minimize delays. The promotion of Electronic Toll Collection (ETC) is also implicitly encouraged as a measure to increase throughput and reduce queues.
What are the key considerations for selecting the location of a toll plaza?+
Key considerations include ensuring it is placed where traffic volumes are substantial and predictable, minimizing disruption to local traffic, considering land availability for the plaza and approach/departure roads, and assessing potential environmental and social impacts. The code also advises on maintaining adequate distances from existing intersections or junctions (Table 3.1) to prevent traffic conflicts and ensure a smooth flow of vehicles onto and off the mainline.
What is the difference in design capacity between manual and electronic toll collection systems according to the IRC code?+
The IRC code clearly differentiates the capacities, with manual collection systems typically handling significantly fewer vehicles per hour per lane compared to electronic toll collection (ETC) systems. Annexure A provides specific figures, with manual lanes often designed for 150-200 PCUs/hour, while ETC lanes can handle substantially more, often in the range of 600-750 PCUs/hour. This distinction is critical for engineers in determining the appropriate lane mix.
What safety aspects are covered by the IRC code for toll plazas?+
The code emphasizes safety through various provisions, including adequate sight distances (Clause 4.5.3), appropriate radii of curvature (Clause 4.5.1) to prevent rollovers, safe lane widths and clearances (Clause 4.2.2, 4.4.2), and provisions for lighting and signage (Clause 6.1) to improve visibility. It also implicitly covers safety for toll collectors by specifying booth dimensions and clearances, and potentially for pedestrians and staff through site layout.
How does the IRC code guide the geometric design of the toll plaza area?+
The code provides specific parameters for the geometric design of the toll plaza area in Clause 4.1 and Table 4.1. This includes defining a lower design speed compared to the mainline highway (typically 30-40 kmph), specifying minimum lane widths (3.65 m), median widths (15.0 m), acceleration and deceleration lane lengths (150.0 m), and minimum sight distances. These parameters are crucial for managing vehicle speeds and ensuring safe passage through the collection zone.
What are the minimum requirements for toll booth dimensions and spacing?+
The IRC code specifies a minimum toll booth depth of 8.0 m (Clause 4.4.1) to accommodate operational space and equipment. Minimum clear spacing between toll booths is 2.5 m (Clause 4.4.2) to allow for vehicle passage and maintenance. For multiple collectors on the same booth, a minimum spacing of 0.75 m is recommended (Clause 4.4.3). The clear height of the toll booth is also specified as 2.5 m.
How is drainage considered in the design of toll plazas?+
Drainage is a critical aspect, and the code addresses it by highlighting key design considerations in Table 7.1. This includes ensuring efficient removal of surface runoff from the extensive paved areas of the toll plaza, preventing water accumulation in toll lanes and queuing areas, and designing appropriate outlet provisions. Effective drainage prevents pavement damage, operational disruptions, and safety hazards due to waterlogging.
What is the role of signage and lighting at a toll plaza according to the code?+
Signage and lighting are crucial for guiding drivers and ensuring safety. The code addresses these in Clause 6.1. Adequate lighting (specified in Table 6.1) is required to provide sufficient visibility for drivers and toll operators. Clear and appropriately placed signage is essential for directing traffic to the correct lanes (toll lanes, ETC lanes), indicating speeds, and warning of potential hazards.
Can I use electronic toll collection (ETC) systems with this IRC code?+
Yes, absolutely. The IRC code implicitly supports and encourages the use of electronic toll collection systems as a means to improve efficiency and reduce congestion. It differentiates the design capacity of ETC lanes from manual lanes (Table 5.1 and Annexure A) and the general principles of geometric design apply to both types of lanes. Engineers should design the plaza layout to accommodate dedicated ETC lanes and their associated infrastructure.