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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. "Grade Crossing Hazards." 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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6
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Page
6
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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6 Shared Use of Railroad Infrastructure with Noncompliant Public Transit Rail Vehicles: A Practitioner's Guide technology may reduce operating costs, or provide life cycle savings, but well thought-out and appropriate applications of common train control technologies can furnish acceptable safety and fail-safe train separation. Conventional intermittent or audio frequency cab sig- nals are sufficient for a new installation. Technologies for Achieving Fail-Safe Train Separation The single most important requirement in a shared-track system is to provide active safety. An active safety system is fail-safe, in that an inevitable human operator failure should not result in catastrophic consequences. Two currently available classes of train control tech- nologies can meet that requirement. 1. Inductive warning system with stop enforcement. Inductive warning systems provide intermittent wayside-to-train communication via a series of electro-magnets or transpon- ders installed at periodic intervals in the right-of-way. The train speed or warning can be acknowledged, but the system must slow down or stop the train regardless of whether the warning was acknowledged. 2. Coded-track circuit cab signal with speed enforcement. Coded track circuit systems provide continuous wayside-to-train communication via a pulse code or an audio fre- quency signal. The on-board microcomputer restricts train speeds and issues brake commands automatically based on the maximum permissible speeds or stop, indicated by the code. Operating rules govern the movement of equipment with failed train control apparatus. Typically, movement is not permitted without on-site supervision. Movement of conven- tional trains with failed train control apparatus would not be permitted except under tem- poral separation. Intrusion accidents and derailment risks are a threat to safety. Intrusion risks are greater in areas of close clearance. Derailments could lead to intrusion accidents. To provide safe- guards against these accident scenarios, designs featuring wider track centers and downward sloping industrial sidings should be adopted where possible. Active detection also may be necessary: 1. Proven railroad technologies: hot bearings, high-and-wide equipment, and brittle wire detectors; 2. Hazard detection technologies: optical or newer laser technologies for intrusion detec- tion and other temperature sensing devices for hot bearings; 3. Interlocked derails: prevents runaway loose cars from fouling mainlines; and 4. Electric locks and switch position indicators: minimizes facing-point derailments. Together, these technologies provide a safe operating environment. Application of these tech- nologies to mitigate identified hazards would be viewed with favor by regulatory authorities. Grade Crossing Hazards Grade crossing collisions with highway vehicles are a serious problem for all passenger and freight rail operations and some light rail systems. Crossing accident risks are not changed by either concurrent or temporally separated shared-track. Waiver applicants should emphasize the crossing safety benefits of lower vehicle mass, shorter trains, lower speeds and more powerful brake systems of light passenger rail cars compared with con- ventional commuter trains. There can be no objective technical justification for applying a higher grade crossing safety standard to shared-track than to light rail operations.