In: Civil Engineering
produce a (250 words min) report that describes the different stages o the signaling design process an how the information provided by signalling design is used by installation maintaince and/or testing
Traffic control signals are signaling devices that are positioned
in a way to control or direct the flow of traffic. Some examples of
traffic control devices are 3 section signal heads, advanced
warning flashers, school flashers, overhead beacon flashers, and
pedestrian hybrid beacons. It should be noted that all traffic
control devices require a permit.
Different Stages of Signal Design Process :-
The following list is provided as a general representation of the
stages that should be taken when designing traffic signals. This
list is only provided as a guide and not as an all-encompassing
checklist.
Obtain Project Background & Design Data
Prepare Survey/Base/Existing Plan
Initial Site visit (where applicable)
Identify Signal Requirements / Verify with TE reports where
applicable
o Left turn phasing
o Pedestrian phases
o Overlaps
o Preempts
o Turn restrictions
Review Geometric Design
Establish crosswalks, stop lines and review ramp locations
Identify overhead structure support (span wire/mast arm)
Locate Signal heads (vehicles/pedestrian) and push buttons
Locate Signal Poles
Identify detection method and locate vehicle detectors
Locate cabinet and power source
Locate Pull boxes and conduits
Locate and determine sign requirements
Locate and design signal interconnect if applicable
Maintenance :-
Maintenance practices should include the following:
Response time - Response time depends on two
factors - time to obtain an indication of failure and time to
respond after receiving an indication of failure. The following
requirements apply:
• Time to obtain indication of failure – Since closed loop systems
and other centrally monitored systems provide an indication of
controller failure, rapid failure identification can be
accomplished using such techniques if these systems are supervised.
Criteria for the percentage of failures that are initially detected
within the traffic agency (as compared to reports from police,
other agencies or citizens) are:
o For systems in excess of 400 intersections 70% of failures should
be detected by the operating agency. In a dense network of
coordinated signals, critical failure detection by the agency
should approach 100%.
o For systems with 400 intersections or fewer, 50% of failures
should be detected by the operating agency. Detection should be
considerably higher for a dense network
• Time to respond after receiving an indication of controller or
signal failure. o Within one hour during business hours. o Within
two hours during non-business hours.
The Traffic Signal Report Cards indicate that a significant number
of agencies conform to this requirement.
A procedure to identify the level of criticality for the
intersection with respect to safety and congestion should be
developed. Response priorities should be developed in accordance
with this procedure.
Rates of critical failures (e.g. controller
failures, deficient cabinet or signal wiring, short circuits,
lightning strikes, etc.) should not exceed F failures per year per
for each intersection. Where this rate is exceeded for a period of
one year, an investigation to determine the root cause should be
conducted. To establish the value of F, intersection failure rates
should be reviewed and the value of F set at the highest 20% of
intersection failure rates.
Spares for the current equipment in the field should always
be available.