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     SITE NAME NORTHERN HIGHWAY / WILLIAM STREET     SITE NO. 6214  
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 = 3 , 1 , 3   PHASE SEQUENCE 1 PHASE SEQUENCE 2 PHASE SEQUENCE 3      
    (phases)   (split plans)   (peds)   A  = 0PDB A  =   A  =            
INT = 6214   B  = 15C B  =   B  =            
VC = 5   C  = 25TGA C  =   C  =            
CS =                          
COM = n + 2, H                        
PK = !                        
S# =                          
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   =   VP22   =   VP43   =    
VP# =     VP2   =   VP23   =   VP44   =    
AT = 10   VP3   =   VP24   =   VP45   =    
BT = 6   VP4   =   VP25   =   VP46   =    
CT = 7   VP5   =   VP26   =   VP47   =    
DT =     VP6   =   VP27   =   VP48   =    
ET =     VP7   =   VP28   =   VP49   =    
FT =     VP8   =   VP29   =   VP50   =    
GT =     VP9   =   VP30   =   VP51   =    
W1   = 0 W1 T   = 18   VP10   =   VP31   =   VP52   =    
W2   = 0 W2 T   = 18   VP11   =   VP32   =   VP53   =    
W3   = 8 W3 T   = 24   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: PAUL QUAN             DATE 4/02/10  
G:\TMC Opsheets\Pending\[6214.htm]SCATS