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                                      PAGE 10                        
     SITE NAME MIDLAND HWY/ARUNDEL ST     SITE NO. 6017  
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 , 4   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (peds)   A  = 0PDB A  = 55TGFGB A  =            
INT = 6017   B  = 25FGD B  = 25FGC   =            
VC = 4   C  = 1D C  = 0PDD   =            
CS =     D  = 10A D  = 10A   =            
COM = n + 2, H     =     =     =            
PK = !     =     =     =            
S# =       =     =     =            
LM = MI        
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   = 3 VP22   =   VP43   =    
VP# = 10   VP2   = 0 VP23   =   VP44   =    
AT = 7   VP3   = 1 VP24   =   VP45   =    
BT = 7   VP4   = 45 VP25   =   VP46   =    
CT = 3   VP5   = 162 VP26   =   VP47   =    
DT = 7   VP6   = 1 VP27   =   VP48   =    
ET =     VP7   = 45 VP28   =   VP49   =    
FT =     VP8   = 156 VP29   =   VP50   =    
GT =     VP9   = 2 VP30   =   VP51   =    
W1   = 0A W1 T   = 16   VP10   = 0 VP31   =   VP52   =    
W2   = 0A W2 T   = 12   VP11   =   VP32   =   VP53   =    
W3   = 8 W3 T   = 20   VP12   =   VP33   =   VP54   =    
W4   = 8 W4 T   = 23   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: ROSS HILL             DATE 30-Nov-11