• BRT Planning Guide
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  • BRT Planning Guide
  • Volume 1 Project Preparation
    • Chapter 1 Project Initiation
      • 1.1 Project Catalyst
      • 1.2 Political Commitment
        • 1.2.1 Political Officials
        • 1.2.2 Awareness-Raising Mechanisms
      • 1.3 Statement of Vision
      • 1.4 Barriers to Project Development
      • 1.5 Understanding and Presenting the Benefits
        • 1.5.1 Listing of Benefits Commonly Sought with Major Public Transport Projects
        • 1.5.2 Preparing the Way for a Project
        • 1.5.3 Assembling the Project Justification
    • Chapter 2 Why BRT?
      • 2.1 Defining Rapid Transit Modes
        • 2.1.1 Defining BRT
        • 2.1.2 Defining Other Rapid Transit Modes
      • 2.2 Costs
        • 2.2.1 Capital Costs
        • 2.2.2 Operating Costs
      • 2.3 Planning and Development
        • 2.3.1 Implementation Speed
        • 2.3.2 Scalability
        • 2.3.3 System Flexibility
        • 2.3.4 Phasing
      • 2.4 Performance
        • 2.4.1 System Capacity
        • 2.4.2 System Speeds and Operations
        • 2.4.3 Reliability
        • 2.4.4 Comfort
        • 2.4.5 Image and Status
      • 2.5 Impacts
        • 2.5.1 Economic impacts
        • 2.5.2 Environmental Impacts
        • 2.5.3 Social Impacts
      • 2.6 Why BRT?
    • Chapter 3 Project Set-up
      • 3.1 Setup Process
      • 3.2 Legal Basis
        • 3.2.1 Statutory Approval
        • 3.2.2 Context within Existing Legislation and Policies
      • 3.3 Procurement
        • 3.3.1 Tendering and Contract Documentation
      • 3.4 Planning Team Structure
        • 3.4.1 Team Entity
        • 3.4.2 Team Members
        • 3.4.3 Consultants
        • 3.4.4 Project Management Structure
      • 3.5 Timelines and Phasing
        • 3.5.1 Work Plan and Timeline
        • 3.5.2 Project Phases
      • 3.6 Planning Budget and Financing
        • 3.6.1 Budget
        • 3.6.2 Funding and Financing Sources
        • 3.6.3 Funding and Financing Examples
      • 3.7 Probity and Risk Management
      • 3.8 Avoiding Common Planning Mistakes
        • 3.8.1 Appointing a Quality Professional Team
        • 3.8.2 Regular Review Processes
        • 3.8.3 Accurate Budget Calculations
        • 3.8.4 Understanding All Elements of the System
        • 3.8.5 Integrated Planning
        • 3.8.6 Conclusion
  • Volume 2 Operations
    • Chapter 4 Demand Analysis
      • 4.1 Overview of Demand Analysis
      • 4.2 Data Collection
        • 4.2.1 Route Maps
        • 4.2.2 Vehicle and Customer Counts
        • 4.2.3 Occupancy Surveys
        • 4.2.4 Boarding and Alighting Surveys
        • 4.2.5 Methods of Developing an Internal Public Transport Origin-Destination Matrix
      • 4.3 Basic Methods for Estimating Public Transport Demand
        • 4.3.1 Estimating Demand by Aggregating Boarding and Alighting Data
        • 4.3.2 Mode Shifts
      • 4.4 Estimating Demand with a Public Transport Model
        • 4.4.1 Choosing a Modeling Software
        • 4.4.2 Defining the Study Area and the Zoning System
        • 4.4.3 Origin-Destination Survey and Matrix
        • 4.4.4 Outputs of the Public Transport Model
      • 4.5 Estimating Demand Using a Full-Transport Model
        • 4.5.1 Overview
        • 4.5.2 Sub-Models
          • 4.5.2.1 Trip Generation
          • 4.5.2.2 Trip Distribution
          • 4.5.2.3 Modal Split
          • 4.5.2.4 Assignment
          • 4.5.2.5 Calibration
          • 4.5.2.6 Validation
          • 4.5.2.7 Conversion of Demand into Revenue
          • 4.5.2.8 Evaluation
          • 4.5.2.9 Assessment of the Feasibility of the System
        • 4.5.3 Additional Data Needs
      • 4.6 Risk and Uncertainty
      • 4.7 Conclusion
      • 4.8 Bibliography
    • Chapter 5 Corridor and Network Development
      • 5.1 Demand Analysis for Corridor Selection
      • 5.2 Transit System Speed and Delay Analysis
      • 5.3 Corridor Prioritization Based on Existing Demand
      • 5.4 Additional Corridors Based on Future Demand
        • 5.4.1 Route Shift
        • 5.4.2 Mode Shift
        • 5.4.3 Land Use Changes
        • 5.4.4 Integrating the Downtown
      • 5.5 Framework for Comparing Corridors
        • 5.5.1 Corridor Right–of-Way and Lane Uses
        • 5.5.2 Corridor Typology and Suitability for BRT
      • 5.6 Corridor Length
        • 5.6.1 Where to Build Infrastructure Versus Where to Run BRT Services
      • 5.7 Other Considerations in Corridor Selection
        • 5.7.1 Customer Time Savings Benefits
        • 5.7.2 Time Savings Benefits for General Traffic
        • 5.7.3 Implementation Costs
        • 5.7.4 Calculating the Cost-Benefit Ratio
        • 5.7.5 Political Considerations
    • Chapter 6 Service Planning
      • 6.1 Introduction
      • 6.2 Basic Data Collection
        • 6.2.1 Itineraries and Average Travel Time between Stops
        • 6.2.2 Number of Customers Boarding and Alighting at Each Stop
        • 6.2.3 Number of Customers Transferring between Routes
        • 6.2.4 Data Processing
      • 6.3 Basic Service Planning Concepts
        • 6.3.1 BRT Stations and Saturation
        • 6.3.2 Sub-Stops and Docking Bays
        • 6.3.3 Direct Services
        • 6.3.4 Trunk-and-Feeder Services
        • 6.3.5 Services That Skip Stops: Limited, Express, Early Return, and Deadheading
        • 6.3.6 Speed, Travel Time, and Distance Relationships
        • 6.3.7 Peak Hour, Peak Hour Ridership, Peak Hour Travel Time, Peak Hour Speed
        • 6.3.8 Public Transport Loads: Load, Critical Link, Maximum Hourly Load on the Critical Link (MaxLoad), Passengers per Hour per Direction (PPHPD), and Load Factor
        • 6.3.9 Service Frequency and Headways
        • 6.3.10 Dwell Time
        • 6.3.11 Renovation Factor
        • 6.3.12 Irregularity Index (Irr)
        • 6.3.13 Cycle Time-Related Concepts: Cycle Time (TC) and Maximum Demand Load per Cycle Time (MaxLoadperCycle)
        • 6.3.14 Waiting Time (Twait) and Waiting Time Cost (Costwait)
        • 6.3.15 Vehicle Operating Cost
      • 6.4 Optimizing Vehicle Size and Fleet Size
        • 6.4.1 Vehicle Sizing, Basic Concepts
        • 6.4.2 Vehicle Sizing, Initial Iteration
        • 6.4.3 Detailed Vehicle Size Optimization
        • 6.4.4 Vehicle Size Optimization Formula Applied
        • 6.4.5 Vehicle Fleet Optimization
          • 6.4.5.1 Vehicle Fleet Calculation with Uniform Demand
          • 6.4.5.2 Fleet Calculation with Peaked Demand
      • 6.5 Determining Which Routes to Include Inside BRT Infrastructure
        • 6.5.1 Administrative Authority
        • 6.5.2 Overlap with the BRT Corridor
        • 6.5.3 Avoiding Station Saturation
          • 6.5.3.1 Scenario I: All Routes Are Similar
          • 6.5.3.2 Scenario II: Dwell Times and Demand Vary from Route to Route, and All Stations Are Similar
          • 6.5.3.3 Scenario III: Dwell Time and Occupancies Vary from One Bus Stop to the Next
          • 6.5.3.4 Conclusion of BRT Route Inclusion
      • 6.6 Direct Services, Trunk-and-Feeder Services, or Hybrids
        • 6.6.1 Fleet Requirements for Direct Versus Trunk-and-Feeder Services
          • 6.6.1.1 Comparative Fleet Advantages under Flat Demand with Uniform Routes
          • 6.6.1.2 Comparative Fleet Advantages under Peaked Demand with Uniform Routes
        • 6.6.2 Vehicle Size Optimization Benefits for Trunk-and-Feeder versus Direct Services
          • 6.6.2.1 Vehicle size optimization with several similar feeder routes:
          • 6.6.2.2 Calculating the Benefits of a Trunk-and-Feeder System for Corridors with Multiple Routes of Different Characteristics
        • 6.6.3 Transfer and Terminal Delay
          • 6.6.3.1 Additional Passenger Delay Waiting for the Trunk Vehicle or Feeder Vehicle and Boarding and Alighting Again
          • 6.6.3.2 Extended Vehicle Running Time Due to Route Modifications Required by the Suboptimal Location of the Transfer Terminal
          • 6.6.3.3 Internal Circulation within the Transfer Terminal
          • 6.6.3.4 Range of Likely Delays from Empirical Observations
        • 6.6.4 Avoiding Station and Platform Saturation
          • 6.6.4.1 Avoiding Station Saturation
          • 6.6.4.2 Avoiding Station Platform Saturation
        • 6.6.5 Conclusion: When to Consider Converting Direct Services to Trunk-and-Feeder Services
      • 6.7 Deciding on Stop Elimination and Express Services
        • 6.7.1 Station Spacing and Station Elimination
        • 6.7.2 Implementing Limited-Stop Services
          • 6.7.2.1 The Costs of Implementing Limited-Stop Services
          • 6.7.2.2 Benefits of Implementing Limited-Stop Services
          • 6.7.2.3 Examples of Typical Service Patterns
        • 6.7.3 Limited-Stop Services When Demand Is Uniform
          • 6.7.3.1 Demand Patterns Typical of Trunk-and-Feeder Systems
        • 6.7.4 Demand Concentrated at a Few Stops
        • 6.7.5 Demand Concentrated at One End of a Corridor
        • 6.7.6 Shortened Routes
      • 6.8 Creating New Routes and Combining Old Routes
      • 6.9 Pulling Services onto a BRT Trunk Corridor from a Parallel Corridor
    • Chapter 7 System Speed and Capacity
      • 7.1 Design Objectives
      • 7.2 The Process of Designing High-Capacity and High-Speed BRT Corridors
        • 7.2.1 Concepts Review
        • 7.2.2 Simulating Solutions
      • 7.3 Understanding Station Saturation
        • 7.3.1 Saturation on a Sub-Stop with Many Docking Bays
      • 7.4 Calculating Corridor Capacity
        • 7.4.1 Corridor Capacity at Station Calculation
        • 7.4.2 Detailed Capacity Calculation
      • 7.5 Expanding Corridor Capacity
        • 7.5.1 Increasing the Service Frequency
        • 7.5.2 Using Larger Vehicles
        • 7.5.3 Adding Passing Lanes and Multiple Sub-Stops
        • 7.5.4 Convoying
      • 7.6 Optimizing the Station-to-Vehicle Interface
        • 7.6.1 Platform-Level Boarding
        • 7.6.2 Fare Collection
        • 7.6.3 Doorways
        • 7.6.4 Vehicle Acceleration and Deceleration
        • 7.6.5 Station Platform
      • 7.7 Route Distribution among Multiple Sub-Stops
    • Chapter 8 Traffic-Impact Assessment
      • 8.1 Requirements for a Traffic-Impact Assessment
      • 8.2 Data Needs
      • 8.3 Study Area and Extent of Assessment
      • 8.4 Level of Analysis
      • 8.5 Estimating Traffic Volumes
      • 8.6 Methodologies and Performance Measures
      • 8.7 Mitigation
  • Volume 3 Communications and Marketing
    • Chapter 9 Strategic Planning for Communications
      • 9.1 Define Goals and Objectives
      • 9.2 Stakeholders and Target Group Identification and Analysis
      • 9.3 Stakeholder Analysis
        • 9.3.1 Stakeholder Mapping
      • 9.4 Engaging Stakeholders
        • 9.4.1 Communicating with Internal and External Stakeholders
      • 9.5 Message Development
      • 9.6 Targeting your message
      • 9.7 Dissemination Tactics
        • 9.7.1 Traditional Media
        • 9.7.2 Website and Social Media
        • 9.7.3 Budgeting
      • 9.8 Measuring Success
      • 9.9 Promoting BRT System Progress
      • 9.10 Conclusion
    • Chapter 10 Public Participation
      • 10.1 The Importance of Participation
      • 10.2 Industry Standards of Practice
        • 10.2.1 Goals and Objectives
        • 10.2.2 Principles of Participation
        • 10.2.3 The Passive vs. Active Approach
      • 10.3 Challenges to Public Participation
        • 10.3.1 Internal Challenges
        • 10.3.2 External Challenges
      • 10.4 Tools and Tactics
      • 10.5 Surveys
        • 10.5.1 Public Forums
        • 10.5.2 Small Group Meetings
      • 10.6 Focus Groups
        • 10.6.1 Committees
        • 10.6.2 Civil Society Organizations
        • 10.6.3 Engaging Local Networks
      • 10.7 Measuring Success: Process vs. Outcomes
    • Chapter 11 The Case for Marketing and Customer Service
      • 11.1 Branding
      • 11.2 The Branding Brief
        • 11.2.1 The Elements of a Creative Brief
      • 11.3 Concept and Research
        • 11.3.1 Naming
        • 11.3.2 The Logo
        • 11.3.3 Colors and Typography
        • 11.3.4 Core Communications: The Route Map
        • 11.3.5 Core Communications: Wayfinding
        • 11.3.6 Core Communications: Livery
        • 11.3.7 Copyright
      • 11.4 Design Development: Feedback and Adjustments
        • 11.4.1 System Tagline/Slogan
        • 11.4.2 Market Segmentation
      • 11.5 Consolidating the Brand Architecture
      • 11.6 Implementation
        • 11.6.1 Marketing Plan Project Phases
        • 11.6.2 Outreach Tools
      • 11.7 Customer Service
        • 11.7.1 User Information
        • 11.7.2 Effective Visual Information
          • 11.7.2.1 Best practices for visual, customer information
        • 11.7.3 Types of Information
        • 11.7.4 Locations of Customer Information
          • 11.7.4.1 Everywhere: System Staff
          • 11.7.4.2 External Venues near the Station: Printed Information
          • 11.7.4.3 Outside the Station Entrance: Station Map
          • 11.7.4.4 Inside the Station: Service Signs
          • 11.7.4.5 Inside the Station: Information Panels, Maps, and Digital Information
          • 11.7.4.6 Inside the Station in Front of Boarding Doors
          • 11.7.4.7 Outside of the Vehicle
          • 11.7.4.8 Inside of the Vehicle
          • 11.7.4.9 Between Vehicle and Station
        • 11.7.5 Accessible Customer Service Systems
          • 11.7.5.1 People with Physical Disabilities
          • 11.7.5.2 People with Language Barriers
          • 11.7.5.3 People with Visual Impairments
          • 11.7.5.4 People with Hearing Impairments
          • 11.7.5.5 People with Mental Impairments
        • 11.7.6 Online Customer Service
        • 11.7.7 Customer Complaints and Feedback
  • Volume 4 Business Plan
    • Chapter 12 Institutional Planning
      • 12.1 Basic BRT Functions
      • 12.2 Initial BRT Project Office
      • 12.3 Long-Term Institutional Structure for BRT Management
        • 12.3.1 Starting a New Agency or Adapting an Existing Agency
        • 12.3.2 Institutional Independence and Financial Ring Fencing
        • 12.3.3 Clear Authority and Lines of Responsibility
        • 12.3.4 Functions to Be Performed by a BRT Institution
      • 12.4 Alternative Institutional Structures for BRT System Management
        • 12.4.1 BRT System Administration in Lower-Income Economies
          • 12.4.1.1 BRT Authorities
          • 12.4.1.2 Bus Transit Authorities
          • 12.4.1.3 Municipal Department of Transportation-Contracted BRT
          • 12.4.1.4 Public Bus Companies
          • 12.4.1.5 Other Forms of BRT System Administration Observed in Emerging Economies
        • 12.4.2 Typical Administrative Forms in Higher-Income Economies
          • 12.4.2.1 Transit Authorities
          • 12.4.2.2 Integrated Transit Service Providers under Contract to a Municipal, Regional, or State Government
          • 12.4.2.3 Transportation Authorities
          • 12.4.2.4 Transit Systems Directly Operated by a Municipal or Regional Government Department
      • 12.5 Conclusion
      • 12.6 Bibliography
    • Chapter 13 Business Structure
      • 13.1 Private BRT Operations
        • 13.1.1 Private Contracting of BRT Operations in Lower-Income Economies
        • 13.1.2 Private Contracting of BRT Operations in Higher-Income Economies
      • 13.2 BRT Operating Contract Types
        • 13.2.1 BRT Operating Contract Types in Lower-Income Economies
          • 13.2.1.1 Profit-Sharing Contracts
          • 13.2.1.2 Service Contracts (Gross Cost)
          • 13.2.1.3 Area Contracts (Gross Cost)
          • 13.2.1.4 Area Contract (Net Cost)
          • 13.2.1.5 Route Contract (Gross Cost)
          • 13.2.1.6 Route Contracts (Net Cost)
          • 13.2.1.7 Design-Build-Operate-Transfer Contracts
          • 13.2.1.8 BRT Systems with Unregulated Entry
        • 13.2.2 BRT Operating Contract Types in Higher-Income Economies
          • 13.2.2.1 Service Contracts (Gross Cost)
          • 13.2.2.2 Route Contract (Gross Cost)
          • 13.2.2.3 Route Contract (Net Cost)
          • 13.2.2.4 Design-Build-Operate-Transfer Contracts
      • 13.3 Competitive Tendering
        • 13.3.1 Competitive Tendering in Lower-Income Economies
          • 13.3.1.1 Managed Competitive Tendering of BRT Operations
          • 13.3.1.2 Nominal Tenders: Periodic Tendering of Area Contracts and Staged Negotiated Contracts
          • 13.3.1.3 Negotiated Operating Contracts Around the World
        • 13.3.2 Competitive Tendering in Higher-Income Economies
      • 13.4 Competition within the BRT Market
      • 13.5 Quality of Service Contracts
      • 13.6 Duration of Concession Contracts
      • 13.7 The Tendering Process
      • 13.8 Bibliography
    • Chapter 14 Financial Modeling
      • 14.1 Importance of Financial Modelling
      • 14.2 System Entities
        • 14.2.1 Vehicle Operating Company
        • 14.2.2 Fare System/Technological Component
        • 14.2.3 BRT Agency with a Secretary of Transportation
        • 14.2.4 System Cost Consolidation
      • 14.3 Model Structure
        • 14.3.1 General Recommendations and Best Practices
        • 14.3.2 Row/Column Disposition
        • 14.3.3 Grouping Hierarchical Principles
        • 14.3.4 Temporal Characteristic of Information
        • 14.3.5 Units
        • 14.3.6 Color Coding and Sheet Naming
      • 14.4 Information Organization
        • 14.4.1 Control Panel
        • 14.4.2 Time-Based and Non-Time-Based Assumptions
        • 14.4.3 Financial Sheet
      • 14.5 Modelling Issues
        • 14.5.1 Year-End Modelling and Year Zero Until Year One Consideration
        • 14.5.2 Inflation/Inflation-Free Implications
        • 14.5.3 IRR, Leveraged/Unleveraged Scenarios, and EBITDA Margins
        • 14.5.4 End of the Concession
      • 14.6 Vehicle Operating Company Input Parameters
        • 14.6.1 Operational Expenditures (Opex)
        • 14.6.2 Capital Expenditures (Capex)
      • 14.7 Regional Parameters
        • 14.7.1 Depreciation
        • 14.7.2 Financing Options
        • 14.7.3 Taxes
    • Chapter 15 Fare Policy and Structure
      • 15.1 Fare Structure Options
        • 15.1.1 Objectives of Establishing a Fare Structure
        • 15.1.2 Cost Recovery and Profitability
        • 15.1.3 Fare Types
        • 15.1.4 Discounts
        • 15.1.5 Other Sources of Income
      • 15.2 Fare Parameters
        • 15.2.1 Trunk Operator Remuneration
        • 15.2.2 Feeder Operator Remuneration
        • 15.2.3 Fare Collector Operator Remuneration
        • 15.2.4 BRT Authority Remuneration
        • 15.2.5 Trust Fund Manager Remuneration
      • 15.3 Technical Fare and Customer Fare
        • 15.3.1 Calculating the Technical Fare
        • 15.3.2 Adjusting the Technical Fare
        • 15.3.3 Customer Fare and Contingency Fund
        • 15.3.4 Fare Elasticity
        • 15.3.5 Adjusting the Technical Fare
    • Chapter 16 Informal Transit Transition to BRT
      • 16.1 Balancing BRT Project Implementation and System Regulation
      • 16.2 Developing an Industry Transition Strategy
        • 16.2.1 Objectives of Industry Transition Process
        • 16.2.2 The Industry Transition Process and Public Policy
        • 16.2.3 Determining Which Routes Are Impacted
        • 16.2.4 Determining the Legal Claims of Impacted Owners
        • 16.2.5 Determining Whether to Recognize the Customary Claims of Impacted Owners
        • 16.2.6 Deciding Whether to Redress Other Industry Participants: Drivers and Touts
        • 16.2.7 Positive Identification of Impacted Owners
        • 16.2.8 Identifying the Legal Representatives of Impacted Owners
          • 16.2.8.1 Identifying Impacted Owners and Their Representatives: The Case of Johannesburg
          • 16.2.8.2 Identifying Impacted Owners and Their Representatives: The Case of Bogotá’s TransMilenio
          • 16.2.8.3 Identification of Impacted Owners and Their Representatives in Mexico City’s Metrobús
        • 16.2.9 Determining the Type and Amount of Compensation
          • 16.2.9.1 Compensation through Competitive Advantages in a Tendered VOC Contract: Example of TransMilenio, Bogotá
          • 16.2.9.2 Compensation by Giving Impacted Owners Control of the BRT VOC: Examples of Metrobús, Mexico City; Rea Vaya, Johannesburg; and Lagos, Nigeria
          • 16.2.9.3 Other Forms of Direct Compensation: MyCiti, Cape Town Example
      • 16.3 Managing Competing Public Transport Routes
      • 16.4 Outreach to Impacted Operators
        • 16.4.1 Industry Engagement in Bogotá, Colombia
        • 16.4.2 Industry Engagement in Johannesburg, South Africa
        • 16.4.3 Industry Engagement in Cape Town, South Africa
        • 16.4.4 Industry Engagement in Dar es Salaam, Tanzania
        • 16.4.5 Industry Engagement in Lagos, Nigeria
      • 16.5 Managing a Negotiated Operating Contract with Impacted Operators
      • 16.6 Company Formation
        • 16.6.1 VOC Formation in Bogotá
        • 16.6.2 VOC Formation in Mexico City
        • 16.6.3 VOC Formation in Jakarta, Indonesia
        • 16.6.4 VOC Formation in Johannesburg
        • 16.6.5 VOC Formation in Lagos
      • 16.7 Bibliography
    • Chapter 17 Funding and Financing
      • 17.1 A Strategic Overview of Funding and Financing
        • 17.1.1 Summarizing the Costs
        • 17.1.2 Designing for Financial Sustainability
        • 17.1.3 Approaching the Funding and Financing Plan
        • 17.1.4 Strategic Recommendations
      • 17.2 Funding BRT’s Capital Costs
        • 17.2.1 Sources of Funding by Level of Government
        • 17.2.2 Sources and Reliability of BRT Capital Funding
      • 17.3 Financing BRT Capital Costs
        • 17.3.1 How Much to Debt Finance
        • 17.3.2 Debt Financing Options
          • 17.3.2.1 Export Credit Agencies (ECAs)
      • 17.4 Examples of BRT Capital Funding and Financing
        • 17.4.1 BRT Funding in Colombia
        • 17.4.2 BRT Funding in Brazil
        • 17.4.3 BRT Funding in the United States
        • 17.4.4 BRT Funding in India
        • 17.4.5 BRT Funding in Mexico
        • 17.4.6 BRT Funding in African Cities
        • 17.4.7 BRT Funding in Indonesia
        • 17.4.8 BRT Funding in China
      • 17.5 Bibliography
  • Volume 5 Technology
    • Chapter 18 Fare Systems
      • 18.1 Fare System Functionality
        • 18.1.1 Fare Collection on Trunk Corridors
        • 18.1.2 Fare Collection on Feeders
        • 18.1.3 Fare Collection on Direct Services
        • 18.1.4 Integration with Other Public Transport Services
      • 18.2 Fare Collection Media
        • 18.2.1 Coin/Token Systems
        • 18.2.2 Printed Paper Tickets
        • 18.2.3 Magnetic-Strip Cards
        • 18.2.4 RFID-Based Smart Cards
        • 18.2.5 Advanced Technologies
      • 18.3 Gates and Turnstiles
      • 18.4 Back-End Components
      • 18.5 Institutional Structure
      • 18.6 Tendering Process
      • 18.7 Costs
      • 18.8 Case Studies
    • Chapter 19 Technology
      • 19.1 Vehicle Tracking
      • 19.2 Customer Information
      • 19.3 Fare Collection
      • 19.4 Signal Control
      • 19.5 Surveillance
      • 19.6 Management Information System
      • 19.7 Planning and Implementation for IT Systems
        • 19.7.1 Feasibility Study
      • 19.8 Implementation Phasing
        • 19.8.1 Tendering
        • 19.8.2 Implementation Oversight
        • 19.8.3 Pilot Demonstration
      • 19.9 Monitoring and Evaluation
        • 19.9.1 Additional References
    • Chapter 20 Vehicles
      • 20.1 Decision-making Matrix
      • 20.2 Vehicle Size
        • 20.2.1 Calculating the Optimum Vehicle Size
        • 20.2.2 Bi-articulated, Articulated, and Standard-sized Vehicles
        • 20.2.3 Double-decker Vehicles
        • 20.2.4 Fleet Size
      • 20.3 Vehicle Floor Height
        • 20.3.1 Low-floor Versus High-floor Vehicles
      • 20.4 Vehicle Interior Design
      • 20.5 Environmental Performance
        • 20.5.1 Emission Standards
        • 20.5.2 Fuel Quality
        • 20.5.3 Fuel Types and Propulsion Systems
        • 20.5.4 Fuel Availability and Price Volatility
        • 20.5.5 Reliability
        • 20.5.6 Noise
        • 20.5.7 Ventilation and Temperature Standards
      • 20.6 Other Physical Characteristics
      • 20.7 Vehicle Aesthetics
      • 20.8 Strategic Considerations
        • 20.8.1 Government Policies
        • 20.8.2 Local Assembly and Production
        • 20.8.3 Ensuring Competition among Vehicle Suppliers
      • 20.9 Docking Systems
      • 20.10 Vehicle Costs
      • 20.11 Bibliography
  • Volume 6 Infrastructure
    • Chapter 21 Infrastructure Management and Costing
      • 21.1 Infrastructure Components
      • 21.2 Infrastructure Design Process
        • 21.2.1 Conceptual Design
        • 21.2.2 Preliminary and Detailed Design
      • 21.3 Project Management of the Design Process
        • 21.3.1 Structure of the Design Team
        • 21.3.2 Design Management Tools and Resources
        • 21.3.3 Timelines
      • 21.4 Infrastructure Costing
        • 21.4.1 Costing Techniques
        • 21.4.2 BRT Cost Calculator
        • 21.4.3 Value Engineering Process
        • 21.4.4 Capital Cost and Operating Cost Options
        • 21.4.5 Land and Property Acquisition
      • 21.5 Appendix A: Bogotá’s Land Acquisition Process
      • 21.6 Appendix B: BRT Infrastructure Maintenance Cost Calculator
      • 21.7 Appendix C: Yichang BRT Project Investment Cost Estimates
    • Chapter 22 Roadway and Station Configurations
      • 22.1 Cross-Section Design
      • 22.2 Roadway Configurations
        • 22.2.1 Median Busways
        • 22.2.2 Curbside Busways
        • 22.2.3 Side-Aligned, Two-Way Busway Configuration
        • 22.2.4 Fixed Guided Busways
        • 22.2.5 Grade-Separated Busways
        • 22.2.6 Transit Malls and Transit-Only Configurations
        • 22.2.7 One-Way Pairs Configuration
        • 22.2.8 Bi-directional One-Lane Configuration
        • 22.2.9 Virtual Busways
        • 22.2.10 Contra-Flow Busway
        • 22.2.11 Mixed-Traffic Operation
      • 22.3 Station Configurations
        • 22.3.1 Station Types
        • 22.3.2 Station Configurations
      • 22.4 Bibliography
    • Chapter 23 Roadway Design
      • 23.1 Overview of Design Process
        • 23.1.1 Conceptual Design
        • 23.1.2 Preliminary Design
        • 23.1.3 Detailed Design
      • 23.2 Data and Studies Required to Do Preliminary and Detailed Design
        • 23.2.1 Topographical Surveys
        • 23.2.2 Pavement Assessment
        • 23.2.3 Foundational Assessment for Structures
      • 23.3 Roadway Geometric Design
        • 23.3.1 Road Widening
        • 23.3.2 Horizontal and Vertical Alignment
        • 23.3.3 Stormwater and Drainage
        • 23.3.4 Impact on Existing Utilities
        • 23.3.5 Intersection Design Considerations
        • 23.3.6 Station Design Considerations
      • 23.4 Roadway Pavement Design
        • 23.4.1 Alternative Pavement Treatments
        • 23.4.2 Pavement Design
      • 23.5 Busway Colorization and Delineators
        • 23.5.1 Busway Colorization
        • 23.5.2 Busway Delineation
      • 23.6 Utilities
        • 23.6.1 Electricity and Street Lighting
        • 23.6.2 Water and Sewer Connections
        • 23.6.3 Telecommunications and Surveillance Infrastructure
        • 23.6.4 Other Utilities
      • 23.7 Pedestrian Sidewalks and Bike Lane Design
        • 23.7.1 Integration at Intersections
        • 23.7.2 Bicycle and Pedestrian Grade Separation
      • 23.8 Urban Design and Landscaping
        • 23.8.1 Urban Design
        • 23.8.2 Landscaping
    • Chapter 24 Intersections and Signal Control
      • 24.1 Basic Concepts
        • 24.1.1 About Intersections
        • 24.1.2 General Concepts
          • 24.1.2.1 Cross-Traffic Turn and Curbside Turn
          • 24.1.2.2 Speed
          • 24.1.2.3 Delay
          • 24.1.2.4 Passenger Car Unit (pcu)
          • 24.1.2.5 Flow
          • 24.1.2.6 Capacity and Saturation
          • 24.1.2.7 Continuity
        • 24.1.3 Traffic Signal Concepts
          • 24.1.3.1 Phase
          • 24.1.3.2 Effective Green Time (Tgreen)
          • 24.1.3.3 Cycle Time (Tcycle)
          • 24.1.3.4 Red Time (Tred)
          • 24.1.3.5 Lost Time
          • 24.1.3.6 Traffic Light Plans
          • 24.1.3.7 Traffic Signal Coordination
          • 24.1.3.8 Detection or Actuation
          • 24.1.3.9 Intersection Capacity
          • 24.1.3.10 Relative Green (Kgreen)
          • 24.1.3.11 Relative Red (Kred)
          • 24.1.3.12 Capacity at a Signalized Intersection Approach
          • 24.1.3.13 Demand Saturation Level (X)
          • 24.1.3.14 Demand to Signal Capacity Level (XSignal)
      • 24.2 Approach to Intersection Design
        • 24.2.1 Corridor Audits
        • 24.2.2 Solution Approach
        • 24.2.3 Signal Delay on BRT
      • 24.3 Traffic Signal Priority
        • 24.3.1 Passive Signal Priority
        • 24.3.2 Active Signal Priority
      • 24.4 Station Location Relative to the Intersection
        • 24.4.1 Station Location Possibilities
          • 24.4.1.1 At Intersections
          • 24.4.1.2 Away from the Intersection
          • 24.4.1.3 Above or Below the Intersection
        • 24.4.2 Minimizing the Number of Mixed-Traffic Lanes Away from the Intersection
        • 24.4.3 Minimizing the Recommended Distance between the BRT Station and the Intersection from a Mixed Traffic Perspective
        • 24.4.4 Minimizing the Recommended Distance between the BRT Station and the Intersection from a BRT Perspective
        • 24.4.5 Optimizing Walking Distances
      • 24.5 Restricting General Traffic Turning Movements
        • 24.5.1 Eliminating Intersections
        • 24.5.2 Shortening and Eliminating Phases
          • 24.5.2.1 Typical 4-Phase-Intersection
          • 24.5.2.2 Movements Conflicting with BRT
          • 24.5.2.3 Diverting Curbside Turns
          • 24.5.2.4 Diverting Cross-Traffic Turns
          • 24.5.2.5 Curbside-Turn, Cross-Traffic Turn, and Cross-Traffic Turn (“curb-first”)
          • 24.5.2.6 Loop
          • 24.5.2.7 Previous Cross Turn (“previous cross”)
          • 24.5.2.8 Curbside Turn and U-Turn (“curb-u”)
          • 24.5.2.9 U-Turn and Curbside Turn (“U-curb”)
          • 24.5.2.10 Diverting Straight Flow: Parallel Street
          • 24.5.2.11 Moving Across or Making a U-turn Away from the Intersection
        • 24.5.3 Creating Two-Phase Intersections
        • 24.5.4 Comparison Examples
          • 24.5.4.1 Typical Four-Phase Intersection
          • 24.5.4.2 Reducing Number of Phases Effects
      • 24.6 Allowing BRT Turns
        • 24.6.1 Dedicated Turning Lanes and Additional Signal Phases for BRT Vehicles
        • 24.6.2 BRT Vehicles Operating in Mixed-Traffic Turning Lanes
          • 24.6.2.1 Queue-Jump Signalization for BRT Vehicles (Pre-Signals)
        • 24.6.3 BRT Turning Movements Prior to the Intersection
        • 24.6.4 Convert Cross into a Roundabout
      • 24.7 Merging with Mixed Traffic in Narrow Sections
      • 24.8 BRT Lanes at Roundabouts
        • 24.8.1 Mixed-Traffic Operations:
        • 24.8.2 Mixed-Traffic Operation with Signalized Waiting Area:
        • 24.8.3 Exclusive Lane along the Inside of a Roundabout:
        • 24.8.4 Exclusive Busway through the Middle of a Roundabout:
        • 24.8.5 Grade separation
      • 24.9 Integrating Pedestrian and Cyclist Movements
      • 24.10 Grade Separation
        • 24.10.1 Criteria for Grade Separation
        • 24.10.2 Station Location with Grade-Separated Solutions
        • 24.10.3 Restricting Turning Movements Together with Grade Separation
        • 24.10.4 BRT Turning with Grade-Separated Solutions
        • 24.10.5 BRT through Roundabouts with Grade-Separated Solutions
    • Chapter 25 BRT Stations
      • 25.1 Principles of Station Design
      • 25.2 Basic Concepts
      • 25.3 Station Capacity
        • 25.3.1 Station Sub-stops
        • 25.3.2 High-capacity System Stations
        • 25.3.3 Medium-capacity System Stations
        • 25.3.4 Low-capacity System Stations
        • 25.3.5 Modularity and Scalability
      • 25.4 Types of Stations
        • 25.4.1 Island Stations
        • 25.4.2 Split Stations
        • 25.4.3 Offset Stations
        • 25.4.4 Directional Stations
      • 25.5 Station Location
      • 25.6 Station Dimensions
        • 25.6.1 Station Length
        • 25.6.2 Station Width
        • 25.6.3 Station Height
        • 25.6.4 Station and Road Cross-sections
      • 25.7 Station Components
        • 25.7.1 Access & Arrival Area
        • 25.7.2 Entrance Area and Fare Collection
        • 25.7.3 Number of Gates, ticket machines or boots
        • 25.7.4 Layout and Placement of Turnstiles
        • 25.7.5 Platform Waiting and Circulation Areas
        • 25.7.6 Wayfinding
        • 25.7.7 ITS Components
        • 25.7.8 Seating
      • 25.8 Vehicle Interface
        • 25.8.1 Doors and Boarding Area
        • 25.8.2 Platform-vehicle Alignment
      • 25.9 Station architecture
        • 25.9.1 Architectural Style
        • 25.9.2 Weather and Enclosure
        • 25.9.3 Lighting and Power Supply
        • 25.9.4 Signature and Iconic Stations
        • 25.9.5 Supervision During Construction
        • 25.9.6 Ensuring High Quality Construction
        • 25.9.7 Demonstration Stations
        • 25.9.8 Materials
          • 25.9.8.1 Passive Heating and Cooling
          • 25.9.8.2 Mechanical Heating and Cooling
          • 25.9.8.3 Electricity
        • 25.9.9 Greenery
        • 25.9.10 Station Amenities
      • 25.10 Station Operation
        • 25.10.1 BRT Station Staffing
        • 25.10.2 Maintenance of BRT Stations
        • 25.10.3 Cleaning of BRT Stations
        • 25.10.4 Security and Vandalism
        • 25.10.5 Emergencies and Evacuation
        • 25.10.6 Special Events
    • Chapter 26 Depots
      • 26.1 Depot Location Considerations
      • 26.2 Number of Depot Facilities and Ownership
      • 26.3 Depot Sizing
      • 26.4 Design Layout
      • 26.5 Design Considerations
        • 26.5.1 Aesthetics
        • 26.5.2 Pavement Design
      • 26.6 Intermediate Parking Facilities
      • 26.7 Cost
    • Chapter 27 Control Center
      • 27.1 Development of the Traffic Management Center Concept
      • 27.2 The BRTMC
        • 27.2.1 Purpose
        • 27.2.2 Functions
          • 27.2.2.1 Automated Fare Collection (AFC)
          • 27.2.2.2 Advanced Public Transport Management (APTM)
          • 27.2.2.3 Traveler Information
          • 27.2.2.4 Transport Demand Management (TDM)
          • 27.2.2.5 Transport Safety and Security
          • 27.2.2.6 Fleet Management
          • 27.2.2.7 Integration and Communication
          • 27.2.2.8 Call Center
      • 27.3 BRT Stakeholders
      • 27.4 Location of BRTMC
      • 27.5 Staffing of the BRTMC
      • 27.6 Floor Space Requirements
        • 27.6.1 Control Room
        • 27.6.2 Open-Plan Environments
        • 27.6.3 Offices
        • 27.6.4 Meeting Rooms
        • 27.6.5 Rest and Recreation Areas and a Cafeteria
        • 27.6.6 Ablution Facilities
        • 27.6.7 Storage Space
        • 27.6.8 Server and Telecommunications Room
        • 27.6.9 Staging Area
        • 27.6.10 Vault Space
        • 27.6.11 UPS and Generator Rooms
        • 27.6.12 Other Utility Rooms
        • 27.6.13 Walkway Space
      • 27.7 Layout and Site Planning
        • 27.7.1 Site Selection
        • 27.7.2 Parking
        • 27.7.3 Boundary Walls and Fencing
        • 27.7.4 Ergonomics
      • 27.8 Building Requirements
      • 27.9 Costing
      • 27.10 Operational Requirements
        • 27.10.1 Shift Systems
        • 27.10.2 Operational Procedures
        • 27.10.3 Operational Scenarios
          • 27.10.3.1 Customer Scenario
          • 27.10.3.2 Maintenance Scenario
          • 27.10.3.3 Emergency Scenario
  • Volume 7 Integration
    • Chapter 28 Multi-Modal Integration
      • 28.1 Physical Integration
        • 28.1.1 Networks
        • 28.1.2 Terminals and Stations
          • 28.1.2.1 Internal Intermodal Connections
      • 28.2 Integration Information
        • 28.2.1 Wayfinding
      • 28.3 Fare integration
      • 28.4 Real Time Information
    • Chapter 29 Pedestrian Access
      • 29.1 Principles of Pedestrian Planning
        • 29.1.1 Safety
        • 29.1.2 Security
        • 29.1.3 Directness
        • 29.1.4 Legibility
        • 29.1.5 Comfort
        • 29.1.6 Universal Access
      • 29.2 Pedestrian Infrastructure in Station Precincts
        • 29.2.1 Walkways
        • 29.2.2 Pedestrian Crossings
        • 29.2.3 Intersections
        • 29.2.4 Shared Space
      • 29.3 Station Access
        • 29.3.1 Designing Effective At-Grade BRT Access
        • 29.3.2 Designing Effective Grade-Separated BRT Access
      • 29.4 Planning Process
        • 29.4.1 Station Adjustment
        • 29.4.2 Pedestrian Infrastructure Audits
        • 29.4.3 Tracking Surveys
        • 29.4.4 Crash Mapping
        • 29.4.5 Origin-Destination (OD) Studies
        • 29.4.6 Detour Factors
      • 29.5 Bibliography
    • Chapter 30 Universal Access
      • 30.1 Introduction
        • 30.1.1 Not Just Wheelchairs
        • 30.1.2 Where are the Special Needs Customers?
        • 30.1.3 Can Public Transport Accommodate the Disabled?
        • 30.1.4 Islands of Accessibility
      • 30.2 Consultation with Customers with Special Needs
      • 30.3 Station Access
        • 30.3.1 Walkways
        • 30.3.2 Tactile Guideways
        • 30.3.3 Tactile Warnings
        • 30.3.4 Curb Ramps
        • 30.3.5 Raised Crossings
        • 30.3.6 Traffic Signals
        • 30.3.7 Pedestrian Bridges and Tunnels
        • 30.3.8 “Special” Crossings
        • 30.3.9 Ramps to BRT Stations
      • 30.4 Stations and Terminals
        • 30.4.1 Station Personnel
        • 30.4.2 Fare Payment
          • 30.4.2.1 Fare Cards
          • 30.4.2.2 Fare-Card Vending Sites
          • 30.4.2.3 Fare Gates
        • 30.4.3 Mobility Features
          • 30.4.3.1 Uniform Design
          • 30.4.3.2 Entrances and Exits
          • 30.4.3.3 Seats and Supports
          • 30.4.3.4 Station Gates to Vehicles
          • 30.4.3.5 Elevators and Lifts
        • 30.4.4 Visual Elements
          • 30.4.4.1 Lighting
          • 30.4.4.2 Signage
          • 30.4.4.3 Color Contrast
        • 30.4.5 Audible Elements
        • 30.4.6 Tactile Elements (Braille)
          • 30.4.6.1 Adhesive Tactile Wayfinding
          • 30.4.6.2 Terminals and Transfer Centers
      • 30.5 Platform-Vehicle Interface
      • 30.6 Vehicles
        • 30.6.1 Low -Versus High- Floor Vehicles
        • 30.6.2 Internal Elements
          • 30.6.2.1 Hand Grasps
          • 30.6.2.2 Seat Design
          • 30.6.2.3 Prioritized Seats
          • 30.6.2.4 Wheelchair Travel Path
          • 30.6.2.5 Wheelchair Securement
          • 30.6.2.6 Turnstiles
          • 30.6.2.7 Stop-Request Signals
        • 30.6.3 Signage
          • 30.6.3.1 Exterior
          • 30.6.3.2 Interior
        • 30.6.4 Vehicle Access
          • 30.6.4.1 First Step and Handrails
          • 30.6.4.2 Kneeler and Flip-Out Step
          • 30.6.4.3 On-board Ramps and Lifts
          • 30.6.4.4 Stations
        • 30.6.5 Deployment
      • 30.7 Driver and Staff Training
        • 30.7.1 Trunk-Line Driver Training
          • 30.7.1.1 Vehicle Docking at Stations
        • 30.7.2 Non-Trunk-Line Driver Training
        • 30.7.3 Staff Training
        • 30.7.4 Emergencies
      • 30.8 Orientation, Information, and Evaluation
        • 30.8.1 Orientation
        • 30.8.2 Information
          • 30.8.2.1 Telephone Center
          • 30.8.2.2 Service Center
          • 30.8.2.3 Website, Social Media
          • 30.8.2.4 Public Education
      • 30.9 BRT Accessibility Check List
      • 30.10 Bibliography
    • Chapter 31 Bicycle and Pedicab Integration
      • 31.1 Bicycle Network
        • 31.1.1 Trip Chains
          • 31.1.1.1 Integrating Bicycles into the Trip Chain
          • 31.1.1.2 Minimizing Delay and Transfers
          • 31.1.1.3 The Bicycle’s Part in Modal Integration
        • 31.1.2 Catchment Area
          • 31.1.2.1 Integrating Bicycles with BRT
        • 31.1.3 Using Bikes to Augment BRT
        • 31.1.4 Complementary BRT and Bicycle Networks
        • 31.1.5 Bicycles Onboard BRT
      • 31.2 Bicycle Infrastructure
        • 31.2.1 Bicycle Infrastructure Planning
        • 31.2.2 Bicycle Infrastructure Financing
        • 31.2.3 Design of Bicycle Facilities on BRT Corridors
          • 31.2.3.1 Bike Lane in the Central Median
          • 31.2.3.2 Bicycle Facilities at Intersections
        • 31.2.4 BRT Corridors without Bicycle Facilities
        • 31.2.5 Types of Bicycle Parking
          • 31.2.5.1 Bike Racks
          • 31.2.5.2 Bicycle Lockers
          • 31.2.5.3 Shelters and Garages
          • 31.2.5.4 Bicycle Stations
        • 31.2.6 Bicycle Parking at BRT Stations
          • 31.2.6.1 Case Study: Bogotá, Colombia
          • 31.2.6.2 Case Study: Guangzhou, China
          • 31.2.6.3 Bicycle Parking away from the BRT Station
        • 31.2.7 Operations and Management of Bicycle Parking
          • 31.2.7.1 Bicycle Parking Fees
          • 31.2.7.2 Bicycle Parking Publicity
          • 31.2.7.3 Bicycle Parking Security
      • 31.3 Bicycle Systems
        • 31.3.1 Bike-Share
        • 31.3.2 System Type
          • 31.3.2.1 Fixed Programs
          • 31.3.2.2 Flexible Programs
        • 31.3.3 Service Area and Phasing
          • 31.3.3.1 Service Levels
          • 31.3.3.2 Station Density
          • 31.3.3.3 Station Size
          • 31.3.3.4 Station Placement
        • 31.3.4 Bicycle Design
        • 31.3.5 Integration with BRT
          • 31.3.5.1 Information Integration
          • 31.3.5.2 Payment Integration
          • 31.3.5.3 Case Study: Guangzhou, China
          • 31.3.5.4 Pedicabs (Bicycle Taxis)
        • 31.3.6 Pedicab Design
          • 31.3.6.1 Case Study: Agra, India
        • 31.3.7 Facilities
          • 31.3.7.1 Additional Width
          • 31.3.7.2 Waiting Stands at BRT Stations
        • 31.3.8 Regulations
        • 31.3.9 Operations
          • 31.3.9.1 Case Study: Fazilka, India
    • Chapter 32 Transportation Demand Management (TDM)
      • 32.1 Cost-Based Strategies
        • 32.1.1 Roadway Pricing
        • 32.1.2 Parking Fees
          • 32.1.2.1 Public Parking
          • 32.1.2.2 Private Parking
        • 32.1.3 Public Transport Subsidies
      • 32.2 Supply-Based Strategies
        • 32.2.1 Roadway Reductions
        • 32.2.2 Roadway Restrictions
          • 32.2.2.1 HOV/HOT Lanes
          • 32.2.2.2 License Plate–Based Restrictions
        • 32.2.3 Parking Reductions
          • 32.2.3.1 Public Parking
          • 32.2.3.2 Private Parking
          • 32.2.3.3 Development Regulations
          • 32.2.3.4 Taxes and Levies
      • 32.3 Supportive Strategies
        • 32.3.1 Ride Share and Ride Matching
        • 32.3.2 Carsharing
        • 32.3.3 Guaranteed Ride Home
        • 32.3.4 Leadership and Coordination
        • 32.3.5 Performance Monitoring
        • 32.3.6 Development Practices and Processes
        • 32.3.7 Trip Planning Assistance
        • 32.3.8 Education and Outreach
      • 32.4 Case Studies
        • 32.4.1 BRT and Parking Management in Ottawa, Canada
        • 32.4.2 Congestion Pricing in London
        • 32.4.3 Congestion Charging in Stockholm
        • 32.4.4 Congestion Charging in Tehran
        • 32.4.5 Roadway Restrictions in Seoul
        • 32.4.6 Travel Blending in Santiago, Chile
    • Chapter 33 Transit-Oriented Development
      • 33.1 Why TOD: Problems and Solutions
      • 33.2 Defining TOD
        • 33.2.1 Principle 1 | WALK | Develop neighborhoods that promote walking
        • 33.2.2 Principle 2 | CYCLE | Prioritize nonmotorized transport networks
        • 33.2.3 Principle 3 | CONNECT
        • 33.2.4 Principle 4 | TRANSIT | Locate development near high-quality public transport
        • 33.2.5 Principle 5 | MIX | Plan for mixed uses, income, and demographics
        • 33.2.6 Principle 6 | DENSIFY | Optimize density and match transit capacity
        • 33.2.7 Principle 7 | COMPACT| Create regions with short transit commutes
        • 33.2.8 Principle 8 | SHIFT | Increase mobility by regulating parking and road use
  • Volume 8 About the Guide
    • Chapter 34 Understanding How it Works
    • Chapter 35 Manual to Collaboration
      • 35.1 Getting started
      • 35.2 Basic text
        • 35.2.1 Reserved characters and escaping
        • 35.2.2 Commands
        • 35.2.3 Subscripts and superscripts
        • 35.2.4 Emphasis and highlight
        • 35.2.5 Math and equations
        • 35.2.6 Comments and annotations
        • 35.2.7 Code
      • 35.3 Content hierarchy
        • 35.3.1 Organizing the sources
      • 35.4 Other visual elements
        • 35.4.1 Boxes
        • 35.4.2 Figures
        • 35.4.3 Tables
        • 35.4.4 Equation blocks
        • 35.4.5 Code blocks
      • 35.5 Formal specification
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