American Audio VELOCITY - REV 4-05 Betriebsanleitung Seite 76

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METRO RAIL DESIGN CRITERIA SECTION 9 / SYSTEMS
DE304.09 9-71 Revision 4 : 05/09/12
Metro Baseline Re-Baseline: 04/29/10
prevented when track occupancy is detected in the track section in which that switch is
located.
The switch locking function shall have 5 seconds loss of shunt protection. However,
sectional release shall be provided where practicable, to support headways through
junctions.
Any failure, including loss of power, to any part of an interlocking shall not result in the
premature release of any locking function.
9.4.4.8 Public Highway Crossings
9.4.4.8.1 General
Activation of grade crossing warning devices shall be normally achieved by all rail vehicles
using the main line, but excluding hi-rail vehicles.
9.4.4.8.2 Highway Crossing Warning Activation
Warning devices shall normally be automatically activated by the approach of a rail vehicle
with a nominally uniform warning time. The devices shall be direction sensitive, and shall be
activated by the approach of a train on any track from either direction.
The Crossing Warning time shall be able to be adjusted between a maximum of 30 seconds
(or greater if city requirements demand such) and a minimum of 20 seconds. The
calculation of the exact warning time shall be done for each crossing according to CPUC
GO 75 and AREMA Signal Manual requirements. Advanced Pre-Emption shall be provided
where required to clear traffic queues and provide sufficient time for adjacent controlled
intersections to configure for crossing activation.
The design shall assume all trains stop at all stations for the purposes of setting Advanced
Pre-Emption and Crossing Warning times. Where the start of a Crossing Warning extends
to, or through, a station the contractor shall ensure, by means of cab signal code, that a
train that fails to make a station stop cannot enter the crossing before the entrance gates
are lowered. However, reductions in cab signal code to enforce minimum warning time shall
not be implemented earlier than necessary. The goal shall be for such code reductions to be
invisible to a train making a normal station stop.
Where a crossing is in advance of a station such that a minimum time cannot be given (after
departure from the station), the crossing gates shall remain inactivated. If the operator does
not stop, the gates shall be activated and the signal system shall impose a speed reduction
or STOP code to ensure the train cannot enter the crossing before the entrance gates are
lowered. The design shall provide a system for gate activation prior to train departure. This
system shall be by means of TWC.
The warning devices shall remain active until the crossing is cleared totally. These grade
crossing systems shall be designed and installed in accordance with applicable
Governmental Rules and, the recommendations of the AREMA and Manual of Uniform
Traffic Control Devices (MUTCD).
Where a 4-quadrant full-closure gate arrangement is required, the design shall arrange for
the leading and trailing gates to operate as specified in CPUC GO 75. The design shall
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