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     SITE NAME WATT ROAD BRIDGE OVER GOULBURN RIVER     SITE NO. 6340  
SCATS INTERSECTION DATA  
 
 The data shown on this page is typical data that can be used for testing controller operations.  
 This data is not necessarily applicable when the site is switched on in the field.  
   
TYPICAL SLOT DATA   TYPICAL SPLIT PLAN DATA  
SLOT n = 4 , 1 , 0   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (peds)   A  = 0PDB A  =   A  =            
INT = 6340   B = 12#C                  
VC = 4   C = 30D                  
CS =     D = 12#A                  
COM = 0                        
PK = !                        
S# =                          
LM =          
RMN = 0   REQUIRED VARIATION PARAMETERS      
DCL = 0   VP1   = 5 VP22   =   VP43   =    
VP# =     VP2   = 0 VP23   =   VP44   =    
AT = 6   VP3   = 1 VP24   =   VP45   =    
BT = 3   VP4   = 30 VP25   =   VP46   =    
CT = 6   VP5   =   VP26   =   VP47   =    
DT = 3   VP6   =   VP27   =   VP48   =    
ET =     VP7   =   VP28   =   VP49   =    
FT =     VP8   =   VP29   =   VP50   =    
GT =     VP9   =   VP30   =   VP51   =    
W1   =   W1 T   =     VP10   =   VP31   =   VP52   =    
W2   =   W2 T   =     VP11   =   VP32   =   VP53   =    
W3   =   W3 T   =     VP12   =   VP33   =   VP54   =    
W4   =   W4 T   =     VP13   =   VP34   =   VP55   =    
W5   =   W5 T   =     VP14   =   VP35   =   VP56   =    
W6   =   W6 T   =     VP15   =   VP36   =   VP57   =    
W7   =   W7 T   =     VP16   =   VP37   =   VP58   =    
W8   =   W8 T   =     VP17   =   VP38   =   VP59   =    
PP1 = 0,0A   VP18   =   VP39   =   VP60   =    
PP2 = 0,0A   VP19   =   VP40   =   VP61   =    
PP3 = 0,0A   VP20   =   VP41   =   VP62   =    
PP4 = 0,0A   VP21   =   VP42   =      
                                           
DESIGNED BY: WARREN SMITH (JPT)             DATE 21-Apr-06  
G:\TMC Opsheets\Pending\[6340.htm]SCATS