PAGE 10                        
     SITE NAME GLENELG HWY NR ANDERSON ROAD (EMU CK)     SITE NO. 7548  
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 = 4 , 1 , 0   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (peds)   A  = 25B A  =   A  =            
INT = 7548   B= 0PDC                  
VC = 4   C= 25D                  
CS =     D= 25A                  
COM = n + 2                        
PK = !                        
S# =                          
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   =   VP22   =   VP43   =    
VP# =     VP2   =   VP23   =   VP44   =    
AT = 5   VP3   =   VP24   =   VP45   =    
BT = 3   VP4   =   VP25   =   VP46   =    
CT = 5   VP5   =   VP26   =   VP47   =    
DT = 3   VP6   =   VP27   =   VP48   =    
ET =     VP7   =   VP28   =   VP49   =    
FT =     VP8   =   VP29   =   VP50   =    
GT =     VP9   =   VP30   =   VP51   =    
W1   =   W1 T   =     VP10   =   VP31   =   VP52   =    
W2   =   W2 T   =     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   =   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: NOEL RAVEENDRAN             DATE 25/06/07  
G:\TMC Opsheets\Pending\[7548.htm]SCATS