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                                      PAGE 10                        
     SITE NAME STURT HWY (DEAKIN AV) / NINTH STREET     SITE NO. 6443  
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 = 3 , 1 , 4   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (walks)   A  = 0PDB A  =   A  =            
INT = 6443   B  = 30C B  =   B  =            
VC = 5   C  = 15A C  =   C  =            
CS =                          
COM = NET                        
PK = !                        
S# =                          
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   =   VP22   =   VP43   =    
      VP2   =   VP23   =   VP44   =    
AT = 6   VP3   =   VP24   =   VP45   =    
BT = 8   VP4   =   VP25   =   VP46   =    
CT = 6   VP5   =   VP26   =   VP47   =    
DT =     VP6   =   VP27   =   VP48   =    
ET =     VP7   =   VP28   =   VP49   =    
FT =     VP8   =   VP29   =   VP50   =    
GT =     VP9   =   VP30   =   VP51   =    
W1   = 0 W1 T   = 12   VP10   =   VP31   =   VP52   =    
W2   = 0 W2 T   = 11   VP11   =   VP32   =   VP53   =    
W3   = 20 W3 T   = 18   VP12   =   VP33   =   VP54   =    
W4   = 20 W4 T   = 18   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: GERALD TAMARAY             DATE 10/04/17