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     SITE NAME BENDIGO - MURCHISON RD ACROSS GOULBURN RIVER     SITE NO. 7510  
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  = 25PDB A  =   A  =            
INT = 7510   B = 0PDC                  
VC = 4   C = 25PDD                  
CS =     D =  25A                  
COM = 0                        
PK = !                        
S# =                          
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   =   VP22   =   VP43   =    
VP# =     VP2   =   VP23   =   VP44   =    
AT = 6   VP3   =   VP24   =   VP45   =    
BT = 3   VP4   =   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: HOAN NGO             DATE 8-11-04  
G:\TCCC Opsheets\Pending\[7510.htm]SCATS