Appendix G

MOVEMENT SUMMARY                                                                                        Site: 2022 Design - AM (actual
                                                                                                                            operation)
Cooroy-Nooosa Rd / Carramar Access
layout option
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       0.018             27.6       LOS D            0.1           0.5      0.84      0.76      34.2
   2       T             1        0.0       0.018             26.3       LOS D            0.1           0.5      0.84      0.93      34.5
   3       R             1        0.0       0.018             27.7       LOS D            0.1           0.5      0.84      0.95      34.1
 Approach                 3          0.0       0.018          27.2       LOS D            0.1           0.5      0.84      0.88      34.3

 East: Cooroy-Noosa Rd (east)
   4       L           1             0.0       0.333           8.2       LOS A            0.0           0.0      0.00      1.09      49.0
   5       T         586             4.8       0.310           0.0       LOS A            0.0           0.0      0.00      0.00      60.0
   6       R          13             0.0       0.030          13.6       LOS B            0.1           0.7      0.67      0.81      43.6
 Approach            600             4.7       0.310           0.3       LOS B            0.1           0.7      0.01      0.02      59.5

 North: Carramar Care Access (north)
   7        L           3         0.0          0.044          29.9       LOS D            0.2           1.2      0.88      0.96      32.9
   8        T           1         0.0          0.043          28.7       LOS D            0.2           1.2      0.88      0.95      33.1
   9        R           3         0.0          0.044          30.1       LOS D            0.2           1.2      0.88      0.96      32.9
 Approach               7         0.0          0.044          29.8       LOS D            0.2           1.2      0.88      0.96      32.9

 West: Cooroy-Noosa Road (west)
   10      L         10         0.0            0.526           8.2       LOS A            0.0           0.0      0.00      1.08      49.0
   11      T        999         2.1            0.525           0.0       LOS A            0.0           0.0      0.00      0.00      60.0
   12      R          1         0.0            0.002          10.5       LOS B            0.0           0.0      0.52      0.61      46.5
 Approach          1010         2.1            0.525           0.1       LOS B            0.0           0.0      0.00      0.01      59.8

 All Vehicles         1620           3.0       0.525            0.3         NA            0.2           1.2      0.01      0.02      59.4


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 3:04:02 PM        Copyright © 2000-2010 Akcelik & Associates Pty Ltd
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