tn-016-2015

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Technical Note - TN 016: 2015 For queries regarding this document [email protected] www.asa.transport.nsw.gov.au Technical Note - TN 016: 2015 Issued date: 13 April 2015 Effective date: 13 April 2015 Subject: Overbridges and footbridges – Earthing and bonding requirements 1. Purpose This technical note is issued by the Asset Standards Authority (ASA) to set out earthing and bonding requirements for overbridges and footbridges. These requirements support those contained in T HR CI 12030 ST Overbridges and Footbridges. The requirements of this technical note will be incorporated into future ASA earthing and bonding standards. 1.1 Scope This technical note sets out earthing and bonding requirements for bridges located above railway tracks on the RailCorp network. This technical note shall be read in conjunction with T HR CL 12030 ST. The requirements of this technical note are not applicable to temporary scaffolds, barriers and platforms erected on the bridge for construction purposes. This technical note is not applicable to air space developments and tunnels. Refer to ESC 370 Air Space Developments and ESC 340 Tunnels for the definition of air space developments and tunnels respectively. 1.2 Application The requirements of this technical note shall apply to all new overbridges and footbridges, as well as modification to existing overbridges and footbridges, from the effective date of this technical note. © State of NSW through Transport for NSW Page 1 of 5

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  • Technical Note - TN 016: 2015

    For queries regarding this document [email protected]

    www.asa.transport.nsw.gov.au

    Technical Note - TN 016: 2015 Issued date: 13 April 2015

    Effective date: 13 April 2015

    Subject: Overbridges and footbridges Earthing and bonding requirements

    1. PurposeThis technical note is issued by the Asset Standards Authority (ASA) to set out earthing and

    bonding requirements for overbridges and footbridges. These requirements support those

    contained in T HR CI 12030 ST Overbridges and Footbridges.

    The requirements of this technical note will be incorporated into future ASA earthing and

    bonding standards.

    1.1 Scope This technical note sets out earthing and bonding requirements for bridges located above

    railway tracks on the RailCorp network.

    This technical note shall be read in conjunction with T HR CL 12030 ST.

    The requirements of this technical note are not applicable to temporary scaffolds, barriers and

    platforms erected on the bridge for construction purposes.

    This technical note is not applicable to air space developments and tunnels. Refer to ESC 370

    Air Space Developments and ESC 340 Tunnels for the definition of air space developments and

    tunnels respectively.

    1.2 Application The requirements of this technical note shall apply to all new overbridges and footbridges, as

    well as modification to existing overbridges and footbridges, from the effective date of this

    technical note.

    State of NSW through Transport for NSW Page 1 of 5

  • Technical Note - TN 016: 2015

    2. Situations where an earthing and bonding design is not required An earthing and bonding design is not required for an overbridge or footbridge if all of the

    following conditions are satisfied:

    overhead wiring is not attached to the bridge

    horizontal safety screens are not attached to the bridge

    low voltage equipment, such as lighting, is not on the bridge

    high voltage bare aerial conductors are not located above the bridge

    Where the above conditions are not satisfied, an earthing and bonding design shall be

    undertaken to meet the requirements set out in Section 3 and Section 4 of this technical note.

    3. Design for overbridges within the electrified area The electrified area is the area within the RailCorp network for which 1500 V dc overhead wiring

    is installed. See T HR EL 00001 ST RailCorp Electrical System General Description for the

    geographical limits of the RailCorp electrical system.

    Within the electrified area, earthing and bonding arrangements at overbridges and footbridges

    shall satisfy the requirements as detailed in Section 3.1 and Section 3.2 of this technical note.

    3.1 Design strategy Earthing and bonding issues shall be designed out by separation and isolation of conductive

    parts so far as reasonably practicable. Where it is not reasonably practicable to do so, the

    design shall achieve an optimum balance of the risks associated with step and touch voltages

    and the effects from dc stray currents. If there is a conflict of requirements, the requirements for

    controlling electrical safety risks shall have precedence over those for controlling corrosion from

    electrolysis.

    Where there is a reasonable likelihood that exposed metallic components may be live at 1500 V

    under fault conditions, and that there is a risk of electric shock to persons under such

    conditions, a suitable conducting path shall be provided for the 1500 V fault current so that the

    relevant electrical protection (DCCBs) will operate to clear the fault.

    3.2 Design requirements Earthing and bonding design for overbridges and footbridges located within the electrified area

    shall comply with the requirements set out in the following sections of this technical note.

    State of NSW through Transport for NSW Page 2 of 5

  • Technical Note - TN 016: 2015 3.2.1 Common requirements

    The design of overbridges and footbridges located within the electrified area shall comply with

    the following requirements:

    the bridge structure shall be insulated from boundary fences, preferably via insulation

    panels, as well as other metallic structures and services outside of the rail corridor. See

    drawing CV 0478385 for a compliant insulation panel arrangement.

    exposed continuous metallic services, such as galvanised steel troughing, crossing the

    bridge shall be provided with insulation breaks at a distance of 2 m +/- 0.5 m from the edge

    of the bridge or any metallic item attached to the bridge

    exposed metallic services that are attached to, and run along the bridge, shall have

    insulation breaks at the railway corridor boundary

    where possible, all insulation breaks shall be aligned. All insulation breaks shall be clearly

    shown on as-built drawings with appropriate labels identifying the isolation gaps.

    where a high voltage bare aerial conductor is located above the bridge

    o the bridge structure shall not be galvanically connected to an adjacent building. Refer to EP 10 01 00 06 SP HV Aerial Standards for Design and Construction for buildings

    that are prohibited to be under high voltage aerial lines.

    o suitable measures shall be provided at the entrance to the bridge and at any joints in the bridge structure or other metallic components to mitigate the risk of electric shock

    from step and touch voltages due to fallen conductors

    buildings on the bridge shall not be located under the high voltage aerial line. Refer to

    EP 10 01 00 06 SP for prohibited configurations with buildings under high voltage aerial

    lines.

    test terminals shall be provided to allow for testing of the integrity of the installation,

    including the effectiveness of insulation across any joints and the continuity of bonding

    circuits, during commissioning and maintenance

    where low voltage equipment, such as lighting, is installed on the bridge, earthing

    arrangements shall comply with EP 12 10 00 21SP Low Voltage Installations Earthing

    design of the bonding circuit shall minimise the inserted impedance and shall ensure that

    the relevant DCCB will operate under fault conditions

    3.2.2 Concrete bridges The design of concrete overbridges and footbridges located within the electrified area shall

    comply with the following requirements.

    horizontal safety screens shall be insulated from the bridge structure by ASA type

    approved means

    vertical safety screens shall be insulated from the bridge structure

    other conductive parts, such as protection screens and balustrades, shall be insulated from

    the bridge structure

    State of NSW through Transport for NSW Page 3 of 5

  • Technical Note - TN 016: 2015

    where overhead wiring structures, such as drop verticals and anchor brackets, are

    attached to the bridge, such structures shall be insulated from the bridge by ASA type

    approved means

    horizontal safety screens and overhead wiring structures attached to the bridge shall be

    bonded to rail via an ASA type approved voltage limiting device. See T HR EL 08001 ST

    Safety Screens and Barriers for 1500 V OHW Equipment for bonding requirements of

    horizontal safety screens, and associated minimum insulation resistance requirements.

    See EP 12 00 00 02 SP Low Voltage Distribution and Installations Earthing References

    and Definitions for requirements of the bonding conductor.

    Currently, ASA type approved means of attachment that satisfy the above insulation

    requirements include the use of Hilti HIT-Bar and Sustarin C acetal copolymer (black) in

    arrangements detailed in TMC 331 Design of Overhead Wiring Structures and Signal Gantries.

    Where the effects of dc stray current have been assessed as critical at the bridge, ASA type

    approved supplementary insulation shall be provided in one of the following arrangements:

    Preferred arrangement - Supplementary insulation is provided between the overhead

    wiring structure and the bridge structure, and between the basic insulation and the

    overhead wiring structure. Bonding of the overhead wiring structures or fittings is not

    required under this arrangement. See drawing EL 0523806 for a typical installation with this

    arrangement.

    Alternate arrangement Supplementary insulation is provided between the basic insulation

    and the overhead wiring structure. All metallic components of overhead wiring fittings

    between the basic and supplementary insulation shall be bonded together and connected

    to rail via an ASA type approved voltage limiting device. The voltage limiting device, as well

    as joints in the bonding cable, shall be insulated from the bridge structure. See drawing

    EL 0282964 for a typical installation with this arrangement.

    Refer to AS/NZS 3000 for the definition of basic and supplementary insulation.

    3.2.3 Steel bridges The design of steel overbridges and footbridges located within the electrified area shall comply

    with the following requirements.

    the bridge structure shall be suitable for the 1500 V dc fault current at the location

    all metalworks on the bridge, including overhead wiring structures and horizontal safety

    screens, shall be galvanically connected to the bridge

    the bridge structure shall be bonded to rail via an ASA type approved voltage limiting

    device

    State of NSW through Transport for NSW Page 4 of 5

  • Technical Note - TN 016: 2015 3.2.4 Bridges constructed from non-conductive materials

    The design of overbridges and footbridges that are constructed from non-conductive materials,

    such as brickwork, and located within the electrified area shall comply with the following

    requirements:

    horizontal safety screens and overhead wiring structures attached to the bridge shall be

    bonded to rail via an ASA type approved voltage limiting device

    horizontal safety screens and overhead wiring structures attached to the bridge shall be

    insulated from other conductive parts on the bridge

    4. Design for overbridges outside of the electrified area The design of overbridges and footbridges located outside the electrified area shall comply with

    the following requirements.

    where a high voltage bare aerial conductor is located above the bridge:

    o the bridge structure shall not be galvanically connected to an adjacent building o suitable measures shall be provided at the entrance to the bridge and at any joints in

    the bridge structure or other metallic components to mitigate the risk of electric shock

    from step and touch voltages due to fallen conductors

    o buildings on the bridge shall not be located under the high voltage aerial line. Refer to EP 10 01 00 06 SP HV Aerial Standards for Design and Construction for prohibited

    configurations with buildings under high voltage aerial lines.

    test terminals shall be provided to allow for testing of the integrity of the installation,

    including the effectiveness of insulation across any joints, and the continuity of bonding

    circuits, during commissioning and maintenance

    where low voltage equipment, such as lighting, is installed on the bridge, earthing

    arrangements shall comply with EP 12 10 00 21 SP Low Voltage Installations Earthing

    Authorisation:

    Technical content prepared by

    Checked and approved by

    Interdisciplinary coordination checked by

    Authorised for release

    Signature

    Name Wilfred Leung Neal Hook John Paff Graham Bradshaw

    Position Principal Engineer Overhead Lines and Cables

    Lead Engineer Electrical

    A/Chief Engineer Rail Principal Manager, Network Standards and Services

    State of NSW through Transport for NSW Page 5 of 5

    Technical Note - TN 016: 2015Issued date: 14 April 2015Effective date: 14 April 2015Subject: Overbridges and footbridges Earthing and bonding requirements

    1. Purpose1.1 Scope1.2 Application

    2. Situations where an earthing and bonding design is not required3. Design for overbridges within the electrified area3.1 Design strategy3.2 Design requirements3.2.1 Common requirements3.2.2 Concrete bridges3.2.3 Steel bridges3.2.4 Bridges constructed from non-conductive materials

    4. Design for overbridges outside of the electrified areaAuthorisation: