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     SITE NAME STURT HWY (DEAKIN AVE)/TWELFTH ST     SITE NO. 6440  
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 = 2 , 1 , 4   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (peds)   A  = OPDB A  =   A  =            
INT = 6440   B  = 30A B  =   B  =            
VC = 4                        
CS =                          
COM = 0                        
PK = !                        
S# =                          
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   = 3 VP22   =   VP43   =    
VP# =     VP2   = 0 VP23   =   VP44   =    
AT = 6   VP3   = 1 VP24   =   VP45   =    
BT = 9   VP4   = 45 VP25   =   VP46   =    
CT =     VP5   = 152 VP26   =   VP47   =    
DT =     VP6   = 1 VP27   =   VP48   =    
ET =     VP7   = 45 VP28   =   VP49   =    
FT =     VP8   = 153 VP29   =   VP50   =    
GT =     VP9   = 2 VP30   =   VP51   =    
W1   = 0 W1 T   = 10   VP10   =   VP31   =   VP52   =    
W2   = 0 W2 T   = 12   VP11   =   VP32   =   VP53   =    
W3   = 8 W3 T   = 16   VP12   =   VP33   =   VP54   =    
W4   = 8 W4 T   = 16   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: DARREN VAUGHAN             DATE 24-Nov-04  
G:\TMC Opsheets\Pending\[6440.htm]SCATS