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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. "Background." 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
42
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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42 Shared Use of Railroad Infrastructure with Noncompliant Public Transit Rail Vehicles: A Practitioner's Guide pedestrians, traffic signals, line-of-sight operation and other situations. This may be more challenging for a vehicle operator than an exclusive commuter rail operation, and must be addressed in training and the rulebook. A table of contents for a typical rulebook is shown in Appendix 5 "Sample Operating Rulebook Table of Contents." Technology: Rail Vehicles for Shared-Track Applications Introduction This section describes vehicles and characteristics that can support progress towards the goal of commingled operations. New vehicle designs exhibit improvements in safety and crashworthiness. Energy absorbing design is quickly becoming a standard feature on new light-weight passenger rail vehicles, especially those designed for higher speed operation. While these rail cars do not meet all of the structural and other requirements of 49 CFR Part 238 (commonly referred to as FRA compliance), they can effectively dissipate much of the collision energy that would be gener- ated if the vehicle were to impact a similar vehicle or a car, truck or other object fouling the ROW. Full structural compliance with 49 CFR Part 238 would significantly increase the weight and restrict potential applications of these vehicles. Added weight also affects operating costs, thereby influencing the economic viability of such equipment. Background Freight operations have seen many changes since the 1960s. Freight locomotives and freight cars have grown in size and weight. Freight trains have increased in length. Passenger cars that do not meet federal crashworthiness standards are no longer operated in mixed traffic with today's freight trains unless specifically grandfathered or otherwise exempted. Before the 1990s, FRA had very few regulations applicable to passenger equipment. The only requirements for pas- senger vehicles were for self-propelled equipment (termed MU locomotives), which required a buff strength of 800,000 lbs for trains over 600,000 lbs in weight, plus various anti-override requirements. The Association of American Railroads (AAR) promulgated equivalent standards for unpowered passenger cars. In the early 1990s, federal concerns about rail passenger safety increased, and passenger safety standards for conventional rail service were upgraded. Interest in and questions concerning the application of European high speed trains in the United States, a more activist attitude to safety regulation, the development of new structural safety technologies (especially crushable, energy absorbing structures), and Amtrak's push to acquire high speed trains for the Northeast Corri- dor contributed to the change in regulation. After much research and industry discussion, the initial version of Passenger Car Safety Standards (49 CFR Part 238) was finalized and published in 1999. There have been and continue to be periodic revisions to them. New standards required 800,000 lbs buff strength, with no exceptions. Shared-track advocates played no part in the development of the standards; the focus was primarily on intercity and commuter rail equipment. At the time, temporary waivers were granted. Several robust rolling stock designs at the margin of compliance, such as the Budd RDC, were grandfathered. Just as Part 238 was being finalized, shared-track proposals were being developed, notably for the NJ Transit River LINE. Thus the FRA was put in the position of either granting significant excep- tions to its new standards, or rigidly applying the standards and outlawing preexisting, concur- rent shared-track operations in San Diego. One result of these converging events was the 1999 FRA/FTA joint policy statement (now codified in 49 CFR Parts 209 and 211). That policy estab-