InfraLens
HomeIS CodesIRCHandbookDesign RulesPMCQA/QCBIMGATE PrepArticlesToolsAbout Join Channel
Join
HomeIS CodesIRCHandbookDesign RulesPMCQA/QCBIMGATE PrepArticlesToolsAbout Join WhatsApp Channel
InfraLens
HomeIS CodesIRCHandbookDesign RulesPMCQA/QCBIMGATE PrepArticlesToolsAbout Join Channel
Join
HomeIS CodesIRCHandbookDesign RulesPMCQA/QCBIMGATE PrepArticlesToolsAbout Join WhatsApp Channel
IRC SP 78 : 2014

Guidelines for Decongestion of Traffic in Urban Areas

NCHRP Report 768: Traffic Analysis Tools for Congested Urban Areas (USA) · Traffic Engineering Manual (ITE - Institute of Transportation Engineers) · Highway Capacity Manual (HCM - USA)
CurrentFrequently UsedCode of PracticeTransportation · Roads and Pavement
PDFGoogleIRC Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
Summary

This IRC code offers a comprehensive framework for tackling urban traffic congestion. It emphasizes a multi-pronged approach, encompassing traffic demand management, supply-side improvements through infrastructure enhancement, and operational strategies. The code guides engineers in conducting traffic studies, identifying bottleneck locations, and selecting appropriate solutions such as grade separators, flyovers, underpasses, traffic signal optimization, and public transport enhancements. It also delves into the importance of land use planning, parking management, and the integration of non-motorized transport to achieve sustainable urban mobility.

This code provides guidelines for identifying, analyzing, and implementing strategies to alleviate traffic congestion in urban areas. It focuses on both short-term and long-term solutions, considering various traffic management techniques, infrastructure improvements, and policy interventions.

Key Values
Peak Hour Factor (PHF) Threshold for Congestion0.75
Level of Service (LOS) Target for Urban ArterialsC or better
Minimum Lane Width3.50 meters
Practical Notes
! Always conduct a thorough traffic volume study before proposing any infrastructure changes.
! Prioritize pedestrian and cyclist safety and convenience in all urban road design decisions.
! Consider the impact of adjacent land uses on traffic generation and demand.
! Phased implementation of congestion relief measures is often more feasible than a single large project.
! Regular monitoring and feedback mechanisms are crucial for the success of any traffic management plan.
! Public engagement and stakeholder consultation are vital for gaining acceptance of new traffic policies.
! Intelligent Traffic Systems (ITS) can significantly enhance operational efficiency with relatively lower infrastructure costs.
! Parking pricing strategies should be carefully calibrated to influence demand without unduly penalizing legitimate users.
! Promoting mixed-use developments can help reduce travel distances and reliance on private vehicles.
! Integration with urban planning departments is essential for long-term congestion management.
! The selection of appropriate Level of Service (LOS) targets should be context-specific to the urban area's needs and aspirations.
! When considering grade separators, ensure adequate provision for local traffic access and pedestrian movement.
! Reversible lane systems can be an effective short-term solution for highly directional peak hour traffic.
! The concept of 'complete streets' should be integrated to cater to all road users, not just vehicles.
! Consider the impact of planned urban development on future traffic growth and incorporate mitigation measures proactively.
Cross-Referenced Codes
IS 73:2013Paving Bitumen - Specification
→
Urban Traffic CongestionTraffic ManagementUrban PlanningRoad InfrastructureTraffic EngineeringTransportation PlanningSustainable MobilityTraffic Demand ManagementPublic TransportNon-Motorized TransportParking ManagementIntelligent Traffic Systems (ITS)IRC
📋
QA/QC templates coming soon for this code.
Browse all 300 templates →
Similar International Standards
NCHRP Report 768: Traffic Analysis Tools for Congested Urban Areas (USA)
MediumCurrent
Traffic Engineering Manual (ITE - Institute of Transportation Engineers)
MediumCurrent
Highway Capacity Manual (HCM - USA)
MediumCurrent
Design Manual for Roads and Bridges (DMRB) - Highways England
MediumCurrent
Austroads Guide to Traffic Management (Australia)
MediumCurrent
Key Differences
≠
≠
≠
≠
≠
Key Similarities
≈
≈
≈
≈
≈
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Lane Width
Peak Hour Factor (PHF) Threshold for Congestion
Level of Service (LOS) Target for Urban Arterials
Recommended Speed Limit (Design)
⚠ Verify details from original standards before use
Quick Reference Values
Peak Hour Factor (PHF) Threshold for Congestion0.75
Level of Service (LOS) Target for Urban ArterialsC or better
Minimum Lane Width3.50 meters
Minimum Shoulder Width1.50 meters (variable based on traffic)
Recommended Speed Limit for Urban Arterials (Design)50 kmph
Maximum Gradient1 in 30 (4%)
Minimum Sight Distance (Stopping Sight Distance)Refer to IRC: 64
Minimum Radius of CurvatureRefer to IRC: 73
Capacity of a Signalized Intersection (PCUs/hr/lane)Varies based on signal timing and geometry, but generally aims for saturation flow of 1800 PCUs/hr/lane
Design Life for Urban Road Infrastructure20 years
Parking Space Requirement per Dwelling UnitVaries by zone and development type, but typically 1.5 to 2.5 ECS/DU
Minimum Pedestrian Footpath Width1.50 meters
Recommended Width for Cycle Tracks1.50 meters
Capacity of a Roundabout (PCUs/hr)Highly dependent on size and entry/exit configuration, but aims to maintain LOS C
Typical Signal Cycle Length60-120 seconds
Lost Time per Phase at Signal3-4 seconds
Average Delay Threshold for Congested IntersectionGreater than 60 seconds per vehicle
Effective Green Time RatioTypically 0.4 to 0.6
Capacity of a Bus Lane (PCUs/hr/lane)Around 1200-1500 PCUs/hr/lane
Minimum Clearance Time at Grade SeparatorsEnsuring adequate vertical and horizontal clearance for all vehicle types
Key Formulas
LOS = f(Average Control Delay)
C = (3600 * N * g / C) * (1 - (g+L)/C) * f_d * f_w * f_a * f_HV
FFS = Base FFS - f_LW - f_LC - f_AC - f_ID
TTI = Travel Time during Peak Period / Travel Time during Off-Peak Period
Key Tables
Typical Traffic Volume Counts for Urban Areas
Congestion Indices and Indicators
Effectiveness of Different Traffic Demand Management (TDM) Measures
Capacity of Different Roadway Geometries
Typical Signal Timing Parameters
Design Standards for Pedestrian and Cycle Facilities
Parking Space Requirements by Land Use
Modal Split Targets for Urban Areas
Key Clauses
Objectives and Scope
Traffic Data Collection and Analysis
Identification and Analysis of Bottlenecks
Traffic Demand Management (TDM) Strategies
Traffic Supply Improvement Measures
Traffic Operational Strategies
Integration of Non-Motorized Transport (NMT)
Parking Management Strategies
Land Use and Transport Planning Integration
Implementation and Monitoring
What is the primary objective of the IRC guidelines for urban traffic congestion?+
The primary objective is to provide a systematic approach for identifying the causes and severity of traffic congestion in urban areas and to recommend effective, sustainable, and implementable strategies for its alleviation. This involves improving traffic flow, reducing travel times, enhancing safety, and promoting environmentally friendly modes of transport to improve the overall quality of urban life.
How does this code address the issue of traffic demand?+
The code addresses traffic demand through Traffic Demand Management (TDM) strategies. This includes measures like encouraging the use of public transportation, promoting carpooling, implementing parking management policies such as higher fees in congested areas, and potentially introducing congestion pricing. The aim is to influence travel behavior and reduce the overall number of vehicles on the road during peak periods.
What are some examples of 'Traffic Supply Improvement Measures' mentioned in the code?+
Traffic Supply Improvement Measures refer to physical infrastructure enhancements designed to increase the capacity of the road network. Examples include constructing flyovers, underpasses, grade separators at critical intersections, widening existing roads, improving junction geometry, and creating dedicated lanes for buses or other high-occupancy vehicles. These interventions aim to increase the physical space available for traffic flow.
How does the code emphasize the role of non-motorized transport (NMT)?+
The code recognizes the critical role of NMT in sustainable urban mobility. It advocates for the provision of safe, continuous, and well-designed pedestrian walkways and cycle tracks. By making walking and cycling more attractive and safer options, the code aims to encourage a modal shift away from private vehicles, thereby reducing congestion and improving public health. This includes ensuring adequate connectivity and integration with public transport hubs.
What is 'Level of Service' (LOS) in the context of urban traffic?+
Level of Service (LOS) is a qualitative measure used to describe the operational conditions within a traffic stream, and how those conditions are perceived by motorists and passengers. It ranges from LOS A (free-flow conditions) to LOS F (forced or jammed flow). The code typically sets LOS C or better as a target for urban arterials to ensure reasonable traffic flow and minimal delays for users.
What are the key considerations for parking management according to these guidelines?+
Parking management is crucial for controlling demand. The guidelines emphasize regulating on-street parking to prevent obstruction of traffic flow, developing adequate off-street parking facilities, and using pricing mechanisms to manage demand. Strategies include time limits, higher fees in prime locations, and potentially resident-only parking zones. The goal is to ensure parking availability without contributing to congestion.
How are 'bottlenecks' identified and addressed?+
Bottlenecks are locations where traffic flow is significantly restricted, leading to congestion. The code suggests analyzing traffic data, observing queue lengths, and using traffic simulation models to identify these points, which are often at intersections, merge points, or areas with reduced road capacity. Once identified, solutions like intersection improvements, signal optimization, or grade separation are considered based on feasibility and effectiveness.
What is the role of Intelligent Traffic Systems (ITS) in congestion management?+
Intelligent Traffic Systems (ITS) play a significant role in optimizing the use of existing infrastructure. This includes technologies like adaptive traffic signal control, variable message signs (VMS) to inform drivers about incidents or alternative routes, ramp metering for controlled freeway access, and traffic monitoring systems. ITS helps in real-time traffic management, incident response, and providing better information to travelers, thereby improving flow and reducing delays.
How does the code integrate land use planning with traffic management?+
Effective congestion management requires a strong link between land use and transport planning. The code emphasizes the need for coordinated planning to create compact, mixed-use developments that reduce the need for long-distance travel. By strategically locating residential, commercial, and recreational areas, and ensuring good access to public transport, the generation of traffic can be managed more effectively, leading to less reliance on private vehicles.
What is the typical design life considered for urban road infrastructure in the context of these guidelines?+
The typical design life considered for urban road infrastructure, including pavements and associated structures, is generally around 20 years. This allows for the planned maintenance and rehabilitation cycles while accounting for the anticipated traffic growth and wear and tear over the period. However, critical components like major bridges or flyovers might have longer design lives, and regular inspections and maintenance are crucial regardless of the initial design life.