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     SITE NAME ALBURY-WODONGA BYPASS / HIGH STREET   SITE NO. 6152    
DESIGN OF INTERGREEN AND PEDESTRIAN TIMES    
     
INTERGREEN TIMES          
PHASE CLEARANCE DETAILS LEGAL SPEED DESIGN SPEED INTERGREEN      
GROUP TRANSITION DISTANCE YELLOW RED YELLOW RED TOTAL      
A 2 g P5 25.0 60 60 60 4.0 1.5 5.5        
B 7 g P3 35.0 60 45 45 3.0 3.0 6.0        
C 8 g P1 41.0 60 45 45 3.0 3.5 6.5        
D 8 g P1 41.0 60 60 45 4.0 3.5 7.5        
E 9 g P6 39.0 60 60 45 4.0 3.0 7.0        
F 6 g P1 47.0 60 60 60 4.0 3.0 7.0        
G   g                        
         
PHASE SPECIAL ALL REDS AND SPECIAL MOVEMENT ALL REDS          
FROM PHASE TO PHASE CLEARANCE DETAILS DESIGN SPEED ALL RED PHASE or S.M. No*        
GROUP TRANSITION DISTANCE        
B D 1 g 11 29.0 60 2.0 BØ special all red        
C D 3 g 7 20.0 60 1.5 CØ special all red      
D F 2 g P5 25.0 60 1.5 DØ special all red      
F1 F2 5 g P3 38.0 60 2.5 SM1      
F1 F3 6 g P1 47.0 60 3.0 SM2      
      g                
  * Specify where the timesetting is stored (the phase special all red or the special movement time setting number)        
       
PEDESTRIAN TIMES      
PED PHASE(S) WALK CLEARANCE MINIMUM SOLID DON'T WALK      
DISTANCE (m) TIME DISTANCE (m) TIME  
GRAPH ADOPTED GRAPH CL1 CL2  
1 A   18.5 17 15 15.0 10 9.0 1.0 4.5     12.5  
2 A   8.0 8 8 8.0 5 4.0 1.0 4.5     13  
3 A   8.5 8 8 8.5 6 5.0 1.0 4.5     13.5  
4 A   9.5 8 8 9.5 6 5.0 1.0 4.5     7.5  
5 F   18.0 17 15 11.0 7 5.0 2.0 5.0     7  
6 F   16.0 8 8 16.0 11 9.0 2.0 5.0     7  
7 F   8.5 8 8 8.5 6 4.0 2.0 5.0     #VALUE!  
                           
                                           
DESIGNED BY: FRED VAN GORP           DATE 24/03/14