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     SITE NAME PHW / CARAMUT RD / WALSH RD     SITE NO. 6819  
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  
SLOT n = 4 , 4 , 4   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (peds)   A  = 0 PD B A  =   A  =            
INT = 6819   B  = 15 C B  =   B  =            
VC = 5   C  = 25 TG A C  =   C  =            
CS =     D  = 15 TG A D  =   D  =            
COM = NET                        
PK = !                        
S# =                          
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   = 3 VP22   =   VP43   =    
VP# =     VP2   = 0 VP23   =   VP44   =    
AT = 7   VP3   = 1 VP24   =   VP45   =    
BT = 6   VP4   = 45 VP25   =   VP46   =    
CT = 7   VP5   = 156 VP26   =   VP47   =    
DT = 6   VP6   = 1 VP27   =   VP48   =    
ET =     VP7   = 45 VP28   =   VP49   =    
FT =     VP8   = 155 VP29   =   VP50   =    
GT =     VP9   = 2 VP30   =   VP51   =    
W1   = 0  W1 T   = 14   VP10   =   VP31   =   VP52   =    
W2   = 0  W2 T   = 13   VP11   =   VP32   =   VP53   =    
W3   = 16 C 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: EDDY LOHARDJO             DATE 9/05/16