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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. "Practical Shortcuts." 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
8
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Page
8
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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8 Shared Use of Railroad Infrastructure with Noncompliant Public Transit Rail Vehicles: A Practitioner's Guide Additionally, the lower freight speeds on branch lines with shorter train lengths can be accommodated too. · Ultimately the vehicle should be considered one part of an integrated `system' of safety that relies on crashworthiness, train control, training, and Rules and Procedures. · Whatever Command and Control and vehicle technology forms the basis of the shared- track operation, it should provide some capacity for service growth by both the passenger and freight operator. Practical Shortcuts 1. Pursue "near compliance" wherever possible. The system has to look, feel, and sound like a railroad to the FRA, while applying transit technology and most important, assume that an FRA waiver will be necessary. 2. Control of movement authority is the key to safety and regulatory compliance. Consider that the choice of a train control system can contribute to a positive review of the Waiver Petition, improve the freight operation, and provide a faster, safer passenger operation. 3. A fail-safe train separation system with the capacity to override the train operator is nec- essary to prevent a potentially catastrophic collision and essential for concurrent opera- tions. Cab signals can provide speed enforcement and reduce risk. 4. Where possible, incorporate CEM features on rail cars to reduce risk of potential injuries and fatalities. 5. Analyze nature of freight traffic and the physical configuration of track; modify track sep- aration and/or elevations to protect against derailment accidents where possible. 6. Consider measures to mitigate risk: Recognized Risk Parameters · Accident rate variability with volume and type of rail traffic. · Frequency, nature and proximity of freight traffic. · Single or double tracks, yard operations. · Account for the operating speeds of the light passenger rail equipment. · Secondary collisions (effects on standees is a particular concern). · Note reduced fire hazard from less fuel and improved protection for the fuel tank on typical DMU equipment. · The number of cars in the consist. · Collision effects on the articulated joint. · Collision effects on power module or propulsion components. · Number of grade crossings, volume and nature of highway traffic. Potential Risk Reduction Actions · Upgrade the track maintenance class to reduce the likelihood of a derailment. · Lower the operating speeds of freight, time of day track restrictions. · Add intrusion detection and other hazard detection devices. · Failsafe train separation. · Protection from freight siding roll-outs. · Automatic Train Protection. · Grade crossing warning system technology. · Extremely high braking rates and redundancy of brake system on DMUs and LRVs. · Well developed operating rules and procedures with training and enforcement program. · Provision of CEM design including frangible and crush-zone elements in vehicle, in addition to interior features that offer more protection for passengers. · Anti-climber features for carbody and roof.