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     SITE NAME MILLERS ROAD NR KOROROIT CREEK ROAD     SITE NO. 7538  
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 = 6 , 1 , 0   PHASE SEQUENCE 1   PED NO PED NO     P1    
    (phases)   (split plans)   (peds)   A  = 0PDB   GROUP NO 1 2 3    
INT = 7538   B  = 50NGC      
VC = 4   C* = 33#NGA     1     X    
CS =     D  = 1E     2     X    
COM = 0   E  = 1F   P1 3 X X      
PK = !   F  = 1A          
S# =     * CØ = WALK + CLEARANCE + 3 SECONDS      
LM =          
RMN = 0   TYPICAL VARIATION PARAMETERS      
DCL = 0   VP1   =   VP22   =   VP43   =    
VP# = 0   VP2   =   VP23   =   VP44   =    
AT = 5   VP3   =   VP24   =   VP45   =    
BT = 14   VP4   =   VP25   =   VP46   =    
CT = 3   VP5   =   VP26   =   VP47   =    
DT = 5   VP6   =   VP27   =   VP48   =    
ET = 14   VP7   =   VP28   =   VP49   =    
FT = 3   VP8   =   VP29   =   VP50   =    
PP1 = 0,0A   VP9   =   VP30   =   VP51   =    
PP2 = 0,0A   VP10   =   VP31   =   VP52   =    
PP3 = 0,0A   VP11   =   VP32   =   VP53   =    
PP4 = 0,0A   VP12   =   VP33   =   VP54   =    
        VP13   =   VP34   =   VP55   =    
        VP14   =   VP35   =   VP56   =    
        VP15   =   VP36   =   VP57   =    
        VP16   =   VP37   =   VP58   =    
        VP17   =   VP38   =   VP59   =    
        VP18   =   VP39   =   VP60   =    
        VP19   =   VP40   =   VP61   =    
        VP20   =   VP41   =   VP62   =    
        VP21   =   VP42   =      
                                           
DESIGNED BY: SOH TAN-HUA             DATE 17/05/05  
G:\TMC Opsheets\Pending\[7538.htm]Scats