Appendix G

MOVEMENT SUMMARY                                                                                               Site: 2010 Existing - PM
Cooroy Noosa / Carramar Access
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       0.011             19.2       LOS C            0.0           0.3      0.76        0.75      39.3
   2       T                1     0.0       0.011             18.0       LOS C            0.0           0.3      0.76        0.86      39.7
   3       R                1     0.0       0.011             19.5       LOS C            0.0           0.3      0.76        0.89      39.2
 Approach                    3       0.0       0.011          18.9       LOS C            0.0           0.3      0.76        0.83      39.4

 East: Cooroy-Noosa Rd (east)
   4       L             1           0.0       0.333          11.9       LOS B            5.2          36.9      0.72        0.30      48.4
   5       T           653           2.7       0.346           3.7       LOS A            5.2          36.9      0.72        0.00      48.3
   6       R             5           0.0       0.357          12.1       LOS B            5.2          36.9      0.72        1.04      48.4
 Approach              659           2.7       0.346           3.8       LOS B            5.2          36.9      0.72        0.01      48.3

 North: Carramar Care Access (north)
   7        L            19       0.0          0.043          13.3       LOS B            0.2           1.3      0.59        0.76      43.9
   8        T             1       0.0          0.043          12.0       LOS B            0.2           1.3      0.59        0.82      44.6
   9        R             3       0.0          0.043          13.6       LOS B            0.2           1.3      0.59        0.89      43.8
 Approach                23       0.0          0.043          13.3       LOS B            0.2           1.3      0.59        0.78      43.9

 West: Cooroy-Noosa Road (west)
   10      L            4       0.0            0.286          12.2       LOS B            4.1          30.1      0.73        0.30      48.1
   11      T          547       4.9            0.293           4.0       LOS A            4.1          30.1      0.73        0.00      48.3
   12      R            1       0.0            0.333          12.4       LOS B            4.1          30.1      0.73        1.05      48.1
 Approach             552       4.9            0.293           4.0       LOS B            4.1          30.1      0.73        0.00      48.3

 All Vehicles            1237        3.6       0.346            4.1         NA            5.2          36.9      0.72        0.02      48.2


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 C. LOS Method for individual vehicle movements: Delay (HCM).
Approach LOS values are based on the worst delay for any vehicle movement.



Processed: Monday, 20 December 2010 9:27:57 AM        Copyright © 2000-2010 Akcelik & Associates Pty Ltd
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