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PELICAN |
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PAGE 2 |
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| SITE NAME |
GOULBURN VALLEY HIGHWAY NR GUTHRIE STREET |
SITE NO. |
6090 |
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| PHASING DIAGRAM |
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PEDESTRIAN CONTROL IN
LINK MODE |
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PED 1 CONTROL |
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* |
P1 cannot introduce in AØ |
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* |
P1 can introduce at any
time in BØ provided SG1 is in |
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extension (i.e. Minimum
green has expired) and SG1 |
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gaps or wastes. |
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* |
P1 can introduce at the
start of CØ provided SG1 is in |
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extension (SG1 closes
down at the start of BØ yellow). |
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* |
Any ped demand placed
during BØ intergreen or during |
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CØ will not be serviced
until the next cycle |
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PED 2 CONTROL |
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The introduction of P2 is
governed by delay timers |
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T1 and T2. |
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T1 starts timing at
beginning of BØ min. green |
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T2 starts timing at
beginning of BØ yellow. |
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P2 can introduce at any
time during the period from |
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when T1 expires until T2
expires, provided SG2 is in |
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extension and SG2 gaps or
wastes. |
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* |
P2 can introduce when T2
expires provided SG2 is in |
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extension (SG2 closes
down at the instant T2 expires). |
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| 432 |
m @ |
60 |
km/h = |
25.9 |
secs x 2 = |
52 |
secs |
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PEDESTRIAN CONTROL
IN |
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NOTES: |
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V.A. AND FLEXI ISOLATED MODES |
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1. Signal groups are
independent of phasing. |
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Controller only runs AØ.
P1 can introduce in AØ if SG1 |
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2. All phases have a
permanent demand in |
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is in extension (i.e.
Minimum green has expired) and SG1 |
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Masterlink and Flexilink |
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gaps or wastes. P2 can
introduce in AØ if SG2 is in |
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3. The values of timers
T1 and T2 are normally |
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extension and SG2 gaps or
wastes. |
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set at twice the travel time to the
reference |
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intersection. |
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4. When XSF3 (Master & Flexi) is set, P1
and P2 |
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use Special Purpose Timesetting nos. 26
and |
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27 respectively for their walk time. |
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| V.A. SEQUENCE |
A |
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| DESIGNED BY: |
JEREMY ERLICH |
DATE |
24/04/18 |
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