Appendix G

MOVEMENT SUMMARY                                                                                               Site: 2010 Existing - AM
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       0.009             17.0       LOS C            0.0           0.3      0.68        0.64      40.9
   2       T                1     0.0       0.009             15.7       LOS C            0.0           0.3      0.68        0.80      41.5
   3       R                1     0.0       0.009             17.2       LOS C            0.0           0.3      0.68        0.84      40.9
 Approach                    3       0.0       0.009          16.6       LOS C            0.0           0.3      0.68        0.76      41.1

 East: Cooroy-Noosa Rd (east)
   4       L             1           0.0       0.250          12.1       LOS B            2.9          21.3      0.70        0.32      47.9
   5       T           411           4.8       0.229           4.0       LOS A            2.9          21.3      0.70        0.00      48.6
   6       R            10           0.0       0.227          12.4       LOS B            2.9          21.3      0.70        1.03      47.9
 Approach              422           4.7       0.229           4.2       LOS B            2.9          21.3      0.70        0.03      48.6

 North: Carramar Care Access (north)
   7        L             2       0.0          0.015          17.5       LOS C            0.1           0.4      0.73        0.79      40.4
   8        T             1       0.0          0.015          16.3       LOS C            0.1           0.4      0.73        0.86      40.9
   9        R             2       0.0          0.015          17.8       LOS C            0.1           0.4      0.73        0.89      40.4
 Approach                 5       0.0          0.015          17.4       LOS C            0.1           0.4      0.73        0.84      40.5

 West: Cooroy-Noosa Road (west)
   10      L            8       0.0            0.364          10.6       LOS B            4.8          34.0      0.64        0.39      49.3
   11      T          701       2.1            0.370           2.5       LOS A            4.8          34.0      0.64        0.00      49.5
   12      R            1       0.0            0.333          10.9       LOS B            4.8          34.0      0.64        0.98      49.3
 Approach             710       2.1            0.370           2.6       LOS B            4.8          34.0      0.64        0.01      49.5

 All Vehicles            1140        3.0       0.370            3.3         NA            4.8          34.0      0.66        0.02      49.1


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 9:25:53 AM        Copyright © 2000-2010 Akcelik & Associates Pty Ltd
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