PAGE 2
SITE NAME
GOULBURN VALLEY HWY NR MADELINE STREET
SITE NO.
6071
PHASING DIAGRAM
PEDESTRIAN CONTROL IN LINK MODE
PED 1 CONTROL
*
P1 cannot introduce in AØ
*
P1 can introduce at any time in BØ provided SG1 is in
extension (i.e. Minimum green has expired) and SG1
gaps or wastes.
*
P1 can introduce at the start of CØ provided SG1 is in
extension (SG1 closes down at the start of BØ yellow).
*
Any ped demand placed during BØ intergreen or during
CØ will not be serviced until the next cycle
PED 2 CONTROL
The introduction of P2 is governed by delay timers
T1 and T2.
*
T1 starts timing at beginning of BØ min. green
*
T2 starts timing at beginning of BØ yellow.
*
P2 can introduce at any time during the period from
when T1 expires until T2 expires, provided SG2 is in
extension and SG2 gaps or wastes.
*
P2 can introduce when T2 expires provided SG2 is in
extension (SG2 closes down at the instant T2 expires).
Control of P1
Control of P2
0
m @
60
km/h =
0
secs x 2 =
0
secs
PEDESTRIAN CONTROL IN
NOTES:
V.A.
AND FLEXI ISOLATED MODES
1. Signal groups are independent of phasing.
Controller only runs AØ. P1 can introduce in AØ if SG1
2. All phases have a permanent demand in
is in extension (i.e. Minimum green has expired) and SG1
Masterlink and Flexilink
gaps or wastes. P2 can introduce in AØ if SG2 is in
3. The values of timers T1 and T2 are normally
extension and SG2 gaps or wastes.
set at twice the travel time to the reference
intersection.
4.
When XSF3 (Master & Flexi) is set, P1 and P2
use Special Purpose Timesetting No's. 26 and
27 respectively for their walk time.
V.A. SEQUENCE
A
DESIGNED BY:
NOEL RAVEENDRAN
DATE
19/10/06
G:\TMC Opsheets\Pending\[6071.htm]Phasing