PAGE 10                        
     SITE NAME MCCLELLAND DR / QUARRY RD     SITE NO. 7539  
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 = 2 , 1 , 0   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (peds)   A  = 0PDB A  =   A  =            
INT = 7539   B  = 25A B  =   B  =            
VC = 4                        
CS =                          
COM = 0                        
PK = !                        
S# =                          
LM = I        
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   =   VP22   =   VP43   =    
VP# =     VP2   =   VP23   =   VP44   =    
AT = 6   VP3   =   VP24   =   VP45   =    
BT = 6   VP4   =   VP25   =   VP46   =    
CT =     VP5   =   VP26   =   VP47   =    
DT =     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: JOHN PIPER TRAFFIC             DATE 8-Apr-05  
G:\TMC Opsheets\Pending\[7539.htm]SCATS