Appendix G

MOVEMENT SUMMARY                                                                                         Site: 2022 Design - PM (actual
                                                                                                                             operation)
Cooroy Noosa / Carramar Access
option layout
Giveway / Yield (Two-Way)



 Movement Performance - Vehicles
                  Demand                     Deg.         Average      Level of     95% Back of Queue           Prop. Effective   Average
 Mov ID Turn        Flow          HV         Satn          Delay       Service      Vehicles    Distance       Queued Stop Rate   Speed
                     veh/h         %           v/c            sec                       veh           m                 per veh      km/h
 South: Access to local development (south)
   1       L             1        0.0       0.023             34.4       LOS D            0.1           0.6      0.89      0.94      30.9
   2       T             1        0.0       0.023             33.1       LOS D            0.1           0.6      0.89      0.95      31.1
   3       R             1        0.0       0.023             34.5       LOS D            0.1           0.6      0.89      0.97      30.8
 Approach                 3          0.0       0.023          34.0       LOS D            0.1           0.6      0.89      0.95      30.9

 East: Cooroy-Noosa Rd (east)
   4       L           1             0.0       0.500           8.2       LOS A            0.0           0.0      0.00      1.09      49.0
   5       T         931             2.7       0.486           0.0       LOS A            0.0           0.0      0.00      0.00      60.0
   6       R           6             0.0       0.012          11.8       LOS B            0.0           0.3      0.59      0.71      45.2
 Approach            938             2.7       0.486           0.1       LOS B            0.0           0.3      0.00      0.01      59.9

 North: Carramar Care Access (north)
   7        L          25         0.0          0.104          19.6       LOS C            0.4           2.9      0.77      0.92      38.9
   8        T           1         0.0          0.100          18.4       LOS C            0.4           2.9      0.77      0.90      39.4
   9        R           4         0.0          0.103          19.8       LOS C            0.4           2.9      0.77      0.93      38.9
 Approach              30         0.0          0.104          19.6       LOS C            0.4           2.9      0.77      0.92      38.9

 West: Cooroy-Noosa Road (west)
   10      L          5         0.0            0.417           8.2       LOS A            0.0           0.0      0.00      1.09      49.0
   11      T        780         4.9            0.415           0.0       LOS A            0.0           0.0      0.00      0.00      60.0
   12      R          1         0.0            0.002          12.6       LOS B            0.0           0.1      0.63      0.66      44.4
 Approach           786         4.9            0.415           0.1       LOS B            0.0           0.1      0.00      0.01      59.9

 All Vehicles         1757           3.6       0.486            0.5         NA            0.4           2.9      0.02      0.02      59.2


LOS (Aver. Int. Delay): NA. The average intersection delay is not a good LOS measure for two-way sign control due to zero delays asso-
ciated with major road movements.
Level of Service (Worst Movement): LOS D. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.



Processed: Friday, January 07, 2011 3:00:48 PM        Copyright © 2000-2010 Akcelik & Associates Pty Ltd
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