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     SITE NAME HUME HIGHWAY / SISLEY AVENUE  / HANDLEY STREET   SITE NO. 6120    
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 1 g 3 50.0 60 60 60 4.0 3.0 7.0        
B 6 g 4 22.0 50 50 45 3.5 2.0 5.5        
C 3 g 2 62.0 50 50 50 3.5 4.5 8.0        
D 4 g 1 60.0 60 60 60 4.0 3.5 7.5        
E 1 g 3 50.0 60 60 60 4.0 3.0 7.0        
F   g                        
G   g                        
  Text Box: P1, P2, P3 and P4 have delayed introduction to reduce intergreen times.
BŲ → DŲ conflict is SG3 → SG7 with 53m clearance at 50km/h, giving all red 4.0 sec.
 
                 
             
             
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        
A B 1 g P3 83.0 60 5.0 LS P3        
A C 2 g P4 86.0 60 5.5 LS P4      
B C 6 g P4 41.0 45 3.5 LS P4      
C A 3 g P2 75.0 50 5.5 LS P2      
D E1 4 g P1 71.0 50 5.0 LS P1      
E C 2 g P4 86.0 60 5.5 LS P4      
  * 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  
P1 A   18.0 17 16 14.0 9 9.0   7.0     7  
P2 A   20.0 19 16 15.0 10 10.0   7.0     5.5  
P3 C   23.0 21 16 17.0 11 13.0   8.0     8  
P4 C   21.0 20 16 16.0 11 13.0   8.0     7.5  
P5 A   5.0 6 6 5.0 3 3.0   7.0     7  
                             
                             
                           
                                           
DESIGNED BY: CHRIS EER           DATE 2/03/11    
G:\TMC Opsheets\Pending\[6120.htm]Peds