299.13 System description.§ 299.13 System description.
(a) General. This section describes the components, operations, equipment, and systems of the railroad's high-speed rail system. The railroad shall adhere to the following general requirements:
(1) The railroad shall not exceed the maximum trainset speed approved by FRA under § 299.609(g) while in revenue service, up to a maximum speed of 330 km/h (205 mph).
(2) The railroad shall not transport or permit to be transported in revenue service any product that has been established to be a hazardous material pursuant to 49 CFR part 172, as amended.
(3) The railroad shall not conduct scheduled right-of-way maintenance on a section of the right-of-way prior to that section of the right-of-way being cleared of all revenue service trainsets (including any trainset repositioning moves), and proper action is taken by the general control center staff to protect incursion into established maintenance zones by revenue trainsets. Additionally, the railroad shall not commence revenue service prior to completion of the maintenance activities, that section of the right-of-way being cleared of all maintenance-of-way equipment. Further, the railroad is prohibited from commencing revenue operations until after conclusion of the daily sweeper inspection, under § 299.339, and the general control center returning the signal and trainset control system to the state required to protect revenue operations.
(b) Right-of-way. (1) The railroad shall operate on a completely dedicated right-of-way and shall not operate or conduct joint operations with any other freight equipment, other than the railroad's maintenance-of-way equipment, or passenger rail equipment. Only the railroad's high-speed trainsets approved for revenue operations under this part, and any equipment required for construction, maintenance, and rescue purposes may be operated over the railroad's right-of-way.
(2) There shall be no public highway-rail grade crossings. Animal and non-railroad equipment crossings shall be accomplished by means of an underpass or overpass. Private at-grade crossings shall be for the exclusive use by the railroad and shall be limited to track Classes H0 and H1.
(3) The railroad shall develop and comply with a right-of-way barrier plan. The right-of-way barrier plan shall be maintained at the system headquarters and will be made available to FRA upon request. At a minimum, the plan will contain provisions in areas of demonstrated need for the prevention of -
(ii) Launching of objects from overhead bridges or structures onto the path of trainsets;
(iii) Intrusion of vehicles from adjacent rights-of-way; and
(iv) Unauthorized access to the right-of-way.
(4) The entire perimeter of the system's right-of-way, except for elevated structures such as bridges and viaducts, shall be permanently fenced. Elevated structures shall be equipped with walkways and safety railing.
(5) The railroad shall install intrusion detectors in accordance with the requirements set forth in subpart B of this part.
(6) The railroad shall install rain, flood, and wind detectors in locations identified by the railroad, based on relevant criteria used by JRC to provide adequate warning of when operational restrictions are required due to adverse weather conditions. Operating restrictions shall be defined in the railroad's operating rules.
(7) Access to the right-of-way for maintenance-of-way staff shall be provided on both sides of the right-of-way in accordance with the inspection, testing, and maintenance program. This access shall be protected against entry by unauthorized persons.
(8) Provisions shall be made to permit emergency personnel to access the right-of-way in accordance with the Emergency Preparedness Plan pursuant to part 239 of this chapter. This access shall be protected against entry by unauthorized persons.
(9) Throughout the length of the right-of-way, the railroad shall install walkways located at a safe distance from the tracks at a minimum distance of 2.0 m (6.56 feet) from the field side of the outside rail for a design speed of 330 km/h (205 mph). The walkways shall be used primarily for track and right-of-way inspection, but may be used for emergency evacuation or rescue access.
(10) Access to the right-of-way by maintenance-of-way personnel shall not be allowed during revenue operations unless the access is outside the minimum safe distance defined in § 299.13(b)(9). In the event of unscheduled maintenance or repair, emergency access will be provided under specific circumstances allowed under the railroad's operating rules and the inspection, testing, and maintenance program.
(11) The railroad shall record all difficulties and special situations regarding geology, hydrology, settlement, landslide, concrete, and quality criteria that arise during construction of the right-of-way. After construction, the railroad shall monitor the stability and quality standards of structures such as bridges, viaducts, and earth structures.
(12) The railroad shall make available for review by the FRA the track layout drawings which show, at a minimum, the following information:
(i) Length of straight sections, spirals and curves, curve radius, superelevation, superelevation variations, gradients, and vertical curve radii;
(ii) Turnouts and crossover location, technology, and geometry;
(iii) Maximum operating speed and allowable cant deficiencies;
(iv) Signal boxes, Go/No-Go signals, and communication devices;
(v) Details and arrangement of track circuitry;
(vi) Power feeding equipment including sectionalization, and return routing;
(vii) Location of accesses to the right-of-way; and
(viii) The railroad shall also submit the specifications for the track layout, permissible track forces, components such as rail, ballast, ties, rail fasteners, and switches.
(13) Protection devices shall be installed on all highway bridge overpasses in accordance with the right-of-way plan in paragraph (b)(3) of this section.
(14) There shall be no movable bridges in the railroad's system. Stationary rail bridges located over highways or navigable waterways shall have their foundations, piers, or other support structure appropriately protected against the impact of road vehicles or water-borne vessels.
(15) Train protection switches shall be installed at regular intervals on both sides of the right-of-way at intervals defined by the railroad and at intervals not to exceed 60 m (197 feet) on platforms within stations. These devices shall act directly on the ATC system.
(16) The railroad shall use the design wheel and rail profiles, service-proven on the Tokaido Shinkansen system, or alternate wheel and rail profiles approved by FRA.
(c) Railroad system safety - (1) Inspection, testing, and maintenance procedures and criteria. The railroad shall develop, implement, and use a system of inspection, testing, maintenance procedures and criteria, under subpart G of this part, which are initially based on the Tokaido Shinkansen system service-proven procedures and criteria, to ensure the integrity and safe operation of the railroad's rolling stock, infrastructure, and signal and trainset control system. The railroad may, subject to FRA review and approval, implement inspection, testing, maintenance procedures and criteria, incorporating new or emerging technology, under § 299.713(c)(4).
(2) Operating practices. The railroad shall develop, implement, and use operating rules, which meet the standards set forth in subpart E of this part and which are based on practices and procedures proven on the Tokaido Shinkansen system to ensure the integrity and safe operation of the railroad's system. The railroad shall have station platform attendants on the platform in close proximity to the train protection switches required by paragraph (b)(15) of this section, while trainsets are approaching and departing the station. The railroad's operating rules shall require coordination between on-board crew and station platform attendants to assure safety during passenger boarding and alighting from trainsets at stations.
(3) Personnel qualification requirements. The railroad shall develop, implement, and use a training and testing program, which meets the requirements set forth in this part and part 243 of this chapter, to ensure that all personnel, including railroad employees and employees of railroad contractors, possess the skills and knowledge necessary to effectively perform their duties.
(4) System qualification tests. The railroad shall develop, implement, and use a series of operational and design tests, which meet the standards set forth in subpart F of this part, to demonstrate the safe operation of system components, and the system as a whole.
(d) Track and infrastructure. (1) The railroad shall construct its track and infrastructure to meet all material and operational design criteria, within normal acceptable construction tolerances, and to meet the requirements set forth in subpart C of this part.
(2) The railroad shall operate on nominal standard gauge, 1,435 mm (56.5 inches), track.
(3) The railroad shall install and operate on double track throughout the mainlines, with a minimum nominal distance between track centerlines of 4 m (13.1 feet) for operating speeds up to 170 km/h (106 mph) (track Classes up to H4) and 4.2 m (13.8 feet) for operating speeds greater than 170 km/h (106 mph) (track Classes H5 and above). Generally, each track will be used for a single direction of traffic, and trainset will not overtake each other on mainline tracks (except at non-terminal station locations). The railroad may install crossover connections between the double track at each station, and at regular intervals along the line to permit flexibility in trainset operations, maintenance, and emergency rescue.
(4) The railroad's main track (track Classes H4 and above) shall consist of continuous welded rail. Once installed, the rail shall be field-welded to form one continuous track segment except rail expansion joints and where glued-insulated joints are necessary for signaling purposes. The rail shall be JIS E 1101 60 kg rail, as specified in JIS E 1101:2001(E) as amended by JIS E 1101:2006(E), and JIS E 1101:2012(E) (all incorporated by reference, see § 299.17).
(5) In yards and maintenance facilities, where operations will be at lower speeds, the railroad shall install either JIS E 1101 50kgN rail or JIS E 1101 60 kg rail as specified in JIS E 1101:2001(E) as amended by JIS E 1101:2006(E), and JIS E 1101:2012(E) (all incorporated by reference, see § 299.17).
(6) The railroad shall use either ballasted or non-ballasted track to support the track structure, as appropriate for the intended high-speed system.
(i) Except as noted in paragraph (c)(6)(ii) of this section, for ballasted mainline track structure, the railroad shall install pre-stressed concrete ties.
(ii) For special track work such as turnouts and expansion joints, and at transitions to bridges, and for non-ballasted track, the railroad shall install either pre-stressed, composite ties, or use direct fixation. Detailed requirements are included in subpart C of this part.
(7) Turnouts, expansion joints and glued-insulated joints shall be of the proven design as used on the Tokaido Shinkansen system.
(8) The trainsets and stations shall be designed to permit level platform boarding for passengers and crew at all side entrance doors. Provisions for high level boarding shall be made at all locations in trainset maintenance facilities where crew and maintenance personnel are normally required to access or disembark trainsets.
(e) Signal and trainset control systems. (1) The railroad's signal and trainset control systems, shall be based upon the service-proven system utilized on the Tokaido Shinkansen system and shall include an automatic train control (ATC) system, interlocking equipment, and wayside equipment, including: track circuits, transponders, and Go/No-Go signals in stations and trainset maintenance facilities.
(2) The railroad's signaling system shall extend beyond the mainline into trainset maintenance facilities and be designed to prevent collisions at all speeds.
(3) The ATC system shall be designed with a redundant architecture utilizing an intrinsic fail-safe design concept.
(4) The trainset braking curves shall be determined by the on-board equipment based on the ATC signal from the ground facility and on-board database that includes the alignment and rolling stock performance data. The on-board equipment shall generate the braking command based upon the trainset location, speed, and braking curves.
(5) The ATC on-board equipment shall have three modes: mainline, shunting, and cut-out.
(i) Mainline mode shall be used for operations on mainlines and for entering into the trainset maintenance facilities. The mainline mode of ATC on-board equipment shall provide the following functions:
(A) Prevent train-to-train collisions; and
(B) Prevent overspeed derailments.
(ii) Shunting mode shall be used to protect movements within trainset maintenance facilities and for emergency operations as required by the operating rules. When operating in shunting mode, the trainset shall be restricted to a maximum speed of 30 km/h.
(iii) Cut-out mode shall be used for emergency operations and/or in the event of an ATC system failure as required by the operating rules.
(6) Interlocking equipment shall prevent the movement of trainsets through a switch in an improper position and command switch-and-lock movements on mainlines and within trainset maintenance facilities.
(7) Track circuits shall be used to provide broken rail detection.
(8) Overrun protection coils shall be used at mainline turnouts, crossovers within stations and trainset maintenance facilities to prevent unauthorized route access.
(9) Transponders shall be used on the mainline to provide trainset position correction. Transponders may be used to provide an overlay of overrun protection within a trainset maintenance facility.
(10) Go/No-Go signals shall be used in stations for shunting and emergency operations and in trainset maintenance facilities to provide trainset movement authority.
(11) The railroad shall include an intrusion detection system as required by paragraph (b)(3) and (5) of this section that shall interface with the ATC system and have the capability to stop the trainset under specified intrusion scenarios.
(f) Communications. (1) The railroad shall install a dedicated communication system along the right-of-way to transmit data, telephone, and/or radio communications that is completely isolated and independent of the signal and trainset control system. To ensure transmission reliability, the system shall include back-up transmission routes.
(2) For trainset operation and maintenance, the railroad shall install -
(i) A portable radio system for maintenance and service use; and
(ii) A trainset radio, which shall facilitate communication between each trainset and the general control center.
(g) Rolling stock. (1) The railroad's rolling stock shall be designed, operated, and maintained in accordance with the requirements set forth in subparts D, E, and G of this part.
(2) The railroad shall utilize bi-directional, fixed-consist, electric multiple unit (EMU), high-speed trainsets based on the N700.
(3) Each trainset shall be equipped with wheel slide control.
(4) Each trainset shall be equipped with two electrically connected pantographs. The position of the pantographs (up or down) shall be displayed in the driver's cab.
(5) The driver's cab shall be a full width and dedicated cab and shall be arranged to enhance safety of operation, range of vision, visibility and readability of controls and indicators, accessibility of controls, and climate control.
(6) The railroad's passenger equipment brake system shall be based on the N700's design and shall meet the following standards:
(i) Each trainset shall be equipped with an electronically controlled brake system that shall ensure that each unit in the trainset responds independently to a brake command. The brake command shall be transmitted through the on-board internal trainset control network, as well as through the trainline for redundancy.
(A) Motorized cars shall be equipped with regenerative and electronically controlled pneumatic brakes. The system shall be designed to maximize the use of regenerative brakes.
(B) Non-motorized cars shall be equipped with electronically controlled pneumatic brakes.
(C) The friction brakes on each bogie shall be cheek mounted disc brakes.
(D) Each car shall be equipped with an electronic and pneumatic brake control unit and a main reservoir. The system shall be designed that in the event of a failure of an electronic control unit in a car, brake control shall be provided by the electronic control unit on the adjacent car. Each car in the trainset shall be equipped with a backup wheel slide protection controller that will provide wheel slide protection in the event of a wheel slide protection controller failure.
(ii) The braking system shall be designed with the following brake controls: Service, emergency, urgent, and rescue brake.
(iii) The service and emergency brake shall be applied automatically by ATC or manually by the driver.
(iv) The urgent brake control shall be independent of the service and emergency brake control and shall be automatically applied if the trainset is parted. Application of the urgent brake shall produce an irretrievable stop. The urgent brake force shall be designed to vary according to speed in order to minimize the braking distance and avoid excessive demand of adhesion at higher speeds.
(v) A disabled trainset shall be capable of having its brake system controlled electronically by a rescue trainset.
(vi) Independent of the driver's brake handle in the cab, each trainset shall be equipped with two urgent brake switches in each cab car, accessible only to the crew; located adjacent to the door control station and that can initiate an urgent brake application. If door control stations are provided in intermediate cars that are accessible only to crew members, then the urgent brake switches must also be included adjacent to the door control stations.
(vii) The railroad shall establish a maximum safe operating speed to address brake failures that occur in revenue service as required by § 299.409(f)(4). In the event of any friction brake failure on a trainset, the speed shall be limited by ATC on-board equipment in accordance with the brake failure switch position selected by the driver and as required by § 299.447.