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     SITE NAME CALDER HWY / TAYLOR ST / WESLEY ST     SITE NO. 6252  
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.  
    1 4 8 16  
TYPICAL SLOT DATA   TYPICAL SPLIT PLAN DATA   0 1 2 3 4 5 6 7 8  
SLOT n = 5 , 4 , 2   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (peds)   A  = 0PDFGNGB A  =   A  =            
INT = 6252   B  = 10C B  =   B  =            
VC = 5   C  = 20D C  =   C  =            
CS =     D  = 20E D  =   D  =            
COM = Network   E  = 15TGA E  =   E  =            
PK = !                        
S# =                          
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   = 35 VP22   =   VP43   =    
VP# =     VP2   = 1 VP23   =   VP44   =    
AT = 8   VP3   = 3 VP24   =   VP45   =    
BT = 7   VP4   = 4 VP25   =   VP46   =    
CT = 8   VP5   =   VP26   =   VP47   =    
DT = 8   VP6   =   VP27   =   VP48   =    
ET = 6   VP7   =   VP28   =   VP49   =    
FT =     VP8   =   VP29   =   VP50   =    
GT =     VP9   =   VP30   =   VP51   =    
W1   = 0A W1 T   = 15   VP10   =   VP31   =   VP52   =    
W2   = 8 W2 T   = 20   VP11   =   VP32   =   VP53   =    
W3   =   W3 T   =     VP12   =   VP33   =   VP54   =    
W4   =   W4 T   =     VP13   =   VP34   =   VP55   =    
W5   =   W5 T   =     VP14   =   VP35   =   VP56   =    
W6   =   W6 T   =     VP15   = 3 VP36   =   VP57   =    
W7   =   W7 T   =     VP16   = 0 VP37   =   VP58   =    
W8   =   W8 T   =     VP17   = 1 VP38   =   VP59   =    
PP1 = 0,0A   VP18   = 45 VP39   =   VP60   =    
PP2 = 0,0A   VP19   = 153 VP40   =   VP61   =    
PP3 = 0,0A   VP20   = 1 VP41   =   VP62   =    
PP4 = 0,0A   VP21   =   VP42   =      
                                           
DESIGNED BY: DARREN VAUGHAN             DATE 30/10/09  
G:\TMC Opsheets\Pending\[6252.htm]SCATS