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     SITE NAME MIDLAND HWY / ST GEORGES RD / THOMPSONS ST     SITE NO. 6093  
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 = 5 , 4 , 4   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3    
    (phases)   (split plans)   (peds)   A  = 0PDB A  =   A  =          
INT = 6093   B  = 15C B  =   B  =          
VC = 4   C  = 25TGD C  =   C  =          
CS =     D  = 15A D  =   D  =          
COM = NET   E  = 1A                
PK = !                      
S# =                        
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   =   VP22   =   VP43   =    
VP# =     VP2   =   VP23   =   VP44   =    
AT = 10   VP3   =   VP24   =   VP45   =    
BT = 6   VP4   =   VP25   =   VP46   =    
CT = 6   VP5   =   VP26   =   VP47   =    
DT = 6   VP6   =   VP27   =   VP48   =    
ET = 6   VP7   =   VP28   =   VP49   =    
FT =     VP8   =   VP29   =   VP50   =    
GT =     VP9   =   VP30   =   VP51   =    
W1   = 0A W1 T   = 13   VP10   =   VP31   =   VP52   =    
W2   = 0 W2 T   = 20   VP11   =   VP32   =   VP53   =    
W3   = 13 W3 T   = 13   VP12   =   VP33   =   VP54   =    
W4   = 13 W4 T   = 14   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: MATTHEW DE MARCO             DATE 3/04/08  
G:\TMC Opsheets\Pending\[6093.htm]SCATS