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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. "3) Standardization." 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
48
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Page
48
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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48 Shared Use of Railroad Infrastructure with Noncompliant Public Transit Rail Vehicles: A Practitioner's Guide equipment. These features provide a higher degree of safety for their operations. Their perform- ance and design characteristics provide an advantage at grade crossings (the number one location for accidents on commuter rail lines), not only to avoid many such collisions, but also to reduce hazards that result from collisions. Such factors should be considered in addition to train control systems and operating procedures when approval for shared-track operations is requested. In many cases, one of the DMU types will be the most appropriate vehicle choice, as low floor diesel powered vehicles are more easily adaptable to route changes, extensions, and pilot pro- grams than LRVs that require a wayside power source (e.g., OHC). Ultimately, the vehicle ought to be considered one part of an integrated system of safety that relies on crashworthiness, train control, communications, training, and R&P. The rail car com- ponent of this system should not be burdened unduly to mitigate all hazards. 1) Selecting the Optimal Vehicle Selecting a heavy or light EMU/DMU or LRV (light passenger rail cars) vehicle is primarily based on operating speed and propulsion system assumptions. Additional influences on vehicle selection and design include: · Operating environment (railroad, on-street, grade separated or reserved ROW); · Clearances (primarily width and height); car static and dynamic envelope; · Platform interfaces; · Weight restrictions; · Future flexibility for service changes; and · Wheel tread and flange profile. A suitable vehicle will likely operate across multiple environments in normal service. Where multiple types of right-of-way are used, operating restrictions, weight, turning radii, and clear- ances on any part of the line influence the technical specifications of rail vehicles. 2) Regulatory Approach Currently FRA's policy considers commingled operations adequate when accompanied by a pos- itive train separation system. The FRA may consider modifying regulations for such applications. For example, future regulations might offset structural strength requirements with collision energy management design. Regulations could be altered further to describe certain key operating and vehicle design characteristics more suitable for shared-track (e.g., specify freight speeds, minimum track centers, lateral clearances, train control system, energy absorbing features, deceleration rates), effectively creating a new tier of vehicles. Defining certain minimum performance characteristics and features would simplify the FRA's process of evaluating each vehicle and waiver petition. 3) Standardization If a standard light passenger rail car model could use modular components and systems to allow limited unique system modifications (e.g., to the capacity of an HVAC system) and alter- nate suppliers, such a model effectively could reduce capital and maintenance costs for all oper- ating agencies. An economic benefit of standardized vehicle designs is the resulting cost savings. While each rail car is different, this distribution of proportional costs is useful for planning or budgeting purposes. The data also emphasize three other benefits of standardized designs, car bodies, and systems. 1. Regulatory review process is eased because the FRA does not have to initiate a fresh review for each new light passenger rail car waiver petition. Standardization also results in more accumulated service history with a specific vehicle model. Although the latter is a noneco- nomic benefit, it may enhance the appeal of the concept.