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     SITE NAME NORTHERN HWY (HIGH ST) / PAKENHAM STREET     SITE NO. 6320  
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 = 6 , 1 , 4   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (peds)   A  = 0PDB A  =   A  =            
INT = 6320   B  = 18C B  =   B  =            
VC = 4   C  = 25D C  =   C  =            
CS =     D  = 15E D  =   D  =            
COM = 0   E = 1F E  =   E  =            
PK = !   F = 1A                  
S# =                          
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   = 5 VP22   =   VP43   =    
VP# =     VP2   = 0 VP23   =   VP44   =    
AT = 6   VP3   = 1 VP24   =   VP45   =    
BT = 6   VP4   = 30 VP25   =   VP46   =    
CT = 7   VP5   =   VP26   =   VP47   =    
DT = 6   VP6   =   VP27   =   VP48   =    
ET = 7   VP7   =   VP28   =   VP49   =    
FT = 3   VP8   =   VP29   =   VP50   =    
GT =     VP9   =   VP30   =   VP51   =    
W1   = -20A W1 T   = 13   VP10   =   VP31   =   VP52   =    
W2   = -24 W2 T   = 18   VP11   =   VP32   =   VP53   =    
W3   = 2C W3 T   = 16   VP12   =   VP33   =   VP54   =    
W4   = 16 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: ABRAHAM VIVEKANANTHA             DATE 10/11/05  
G:\TMC Opsheets\Pending\[6320.htm]SCATS