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TCRP Report 130: Shared Use of Railroad Infrastructure with Noncompliant Public Transit Rail Vehicles: A Practitioner's Guide (2009)
Transit Cooperative Research Program (TCRP)

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Transportation Research Board. "4) Train Control - Emerging Technology - PTC and CBTC." TCRP Report 130: Shared Use of Railroad Infrastructure with Noncompliant Public Transit Rail Vehicles: A Practitioner's Guide. Washington, DC: The National Academies Press, 2009.

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Page
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Page
30
Front Matter (R1-R12)
Research Objective (1-1)
Report Output (2-2)
Business Case (3-4)
Train Control Technology (5-5)
Grade Crossing Hazards (6-6)
Requirements for Concurrent Shared-Track Operations (7-7)
Practical Shortcuts (8-8)
Advancing the Shared-Track Concept (9-9)
Introduction (10-10)
Reader's Guide to the Final Report (11-11)
Scope of Work for Project A-27 (12-12)
Research Approach (13-13)
Characteristics of a Shared-Track Corridor (14-14)
Freight Operations Perspective (15-16)
Why Share Track? (17-17)
The Business Model (18-18)
Business Model Structure (19-19)
The Business Case (20-20)
Shared-Track - A Practical Business Case Structure (21-22)
Role of the Designated State Safety Organization (23-23)
Methods for Risk Analyses (24-24)
Equal Risks, Equivalent Safety (25-25)
Underpinning the Case for Shared-Track (26-26)
The Role of Command and Control Systems in Shared-Track (27-27)
1) Train Control System Functions (28-28)
2) Train Control System Design Parameters (29-29)
4) Train Control - Emerging Technology - PTC and CBTC (30-30)
System and Integration Testing - Vendor Role (31-31)
8) Issues Unique to Train Control for Shared-Track (32-32)
Auxiliary Safety Critical Systems (33-33)
9) Fail-Safe Train Separation (34-35)
2) Regulatory and Practical Requirements (36-37)
4) Functional Design of a Communications System (38-38)
2) Regulatory Mandates (39-39)
4) The Rulebook (40-40)
5) Rules and Procedures for Shared-Track (41-41)
Background (42-42)
2) Diesel Multiple Units and Electrical Multiple Units (43-43)
2) Crash Energy Management (CEM) (44-44)
3) Propulsion System (45-45)
5) Other Considerations (46-46)
Vehicles for Shared-Track Applications (47-47)
3) Standardization (48-48)
Applying Technology to Shared-Track Operations - A Brief Guide (49-50)
Shared-Track Operations - The North American Experience (51-51)
2) Former Private Freight Railroad Owner Becomes a Privileged Tenant (52-52)
4) Pressure to Commingle Is Heaviest on Lines with Higher Freight Densities* - A Review of Different Solutions (53-53)
6) Transit Operators Choosing to Avoid Commingling Sacrificed Service Quality and Efficiency (54-54)
Business Case Template (55-55)
Alternatives Analysis (56-56)
Reasons to Consider Noncompliant Equipment (57-57)
Service Characteristics to Justify the Choice of a Light Rail System (58-58)
Structures Considerations (59-59)
Cost and Ridership Analyses (60-60)
Cost Analysis for Signal System Alternatives (61-62)
System Capital Cost Assessment (63-63)
System Operating Cost Assessment (64-65)
Alternatives Evaluation (66-66)
Introduction (67-67)
Risk Analysis and Modeling Methodology (68-70)
Results and Risk Analysis Findings (71-72)
Safety Case Findings (73-73)
San Diego Trolley (74-74)
Achievable Incremental Steps (75-75)
Practical Shortcuts For Shared-Track (76-76)
Demonstration Project (77-77)
Application of Risk Analyses Methodology to the Demonstration Project (78-78)
Data Collection Plan (79-79)
San Diego Trolley, Inc. (80-80)
Barriers to Implementation (81-81)
Shared Track - The Potential Market (82-82)
Shared-Track Operation - An Evolving Concept (83-84)
Bibliography (85-86)
Appendix 1 - Abbreviations (87-87)
Appendix 2 - Glossary of Shared-Track Definitions (88-92)
Appendix 3 - TCRP A-27 Research Task Descriptions (93-97)
Appendix 4 - Relative Cost Comparison of Train Control Systems (98-99)
Appendix 5 - Sample Operating Rulebook Table of Contents (100-100)
Appendix 6 - Vehicle Cost Drivers (101-101)
Appendix 7 - Some Examples of Current Production LRV and MU Vehicle Types (102-105)
Appendix 8 - Shared-Track System Status (106-106)
Appendix 9 - Shared-Track Configuration and Operational Alternatives (107-109)
Abbreviations used without definitions in TRB publications (110-110)

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30 Shared Use of Railroad Infrastructure with Noncompliant Public Transit Rail Vehicles: A Practitioner's Guide relevant factors. All designs must consider failure scenarios involving train control technology, rail vehicle functions, and human factors. Most freight branch lines are dark (unsignaled), and therefore lack basic train protection capabilities. With low traffic levels operating at low speeds, train control mechanisms are sim- ple and inexpensive to maintain. If any passenger service is contemplated on such a route, addi- tional features need to be incorporated to provide better train protection, more operational safety, and flexibility. Certain features are mandated by regulation, whereas others simply improve the service or line-haul capacity. Although a passive system (dependent on the human operator) may be acceptable, an active system (that compensates for human error or component failure) is preferred. The addition of a train control system can be viewed as a no cost fringe benefit from the freight operator's perspective. Whatever the design requirements or features incorporated in a basic train control system, there are fundamental regulatory requirements for any train control system design: · Prevent entry into an occupied block; · Stop distance to signals must be based on full-service brake rate; · Provide broken rail protection; and · Invoke automatic train stop systems based on maximum authorized line speed. Each impacts the train control system design for shared-track operations. 3) Train Control Technology--Conventional Systems Conventional or traditional train control technology is based on fixed blocks, multiple aspect, power frequency or direct-current (DC) track circuits. The fundamental element of a basic train control system is the block. The block is a section of track with defined limits. Its occupancy is governed by a signal. Figure 2 shows a simple example. Each vertical tic mark indicates a separate block. Block lengths are established during signal design. Each block is an electrically separate track circuit, and individual lengths vary. Train movement is controlled by signals that require an appropriate response by the train operator. Train control technology now in service in the United States is mature, reliable, well under- stood and based on simple, time-tested principles. In fact, this advanced stage of development obstructs the introduction of new technology or its adaptation to nonconventional applications. 4) Train Control--Emerging Technology--PTC and CBTC Positive Train Control (PTC) and Communications Based Train Control (CBTC)were devel- oped to expand the train control and information services provided by the signaling system. PTC refers to a North American family of train control technologies that provides functionalities over and above the most advanced continuous cab signal systems. PTC and CBTC are being devel- oped for high-density or high-speed lines such as urban heavy rail rapid transit lines and mixed passenger/freight main line applications. However, they are not necessary for fail-safe train sep- aration required for concurrent operation of conventional railway rolling stock and light pas- senger rail cars on shared track. Figure 2. Signal block layout.