Appendix G

MOVEMENT SUMMARY                                                                                                 Site: 2022 Base - 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       0.021             31.1       LOS D            0.1           0.5      0.86      0.78      32.3
   2       T             1        0.0       0.021             29.9       LOS D            0.1           0.5      0.86      0.94      32.6
   3       R             1        0.0       0.021             31.4       LOS D            0.1           0.5      0.86      0.96      32.3
 Approach                 3          0.0       0.021          30.8       LOS D            0.1           0.5      0.86      0.89      32.4

 East: Cooroy-Noosa Rd (east)
   4       L           1             0.0       0.333          17.1       LOS C            7.2          52.5      0.98      0.02      44.3
   5       T         586             4.8       0.327           8.9       LOS A            7.2          52.5      0.98      0.00      44.7
   6       R          10             0.0       0.323          17.3       LOS C            7.2          52.5      0.98      1.09      44.4
 Approach            597             4.7       0.327           9.0       LOS C            7.2          52.5      0.98      0.02      44.7

 North: Carramar Care Access (north)
   7        L           2         0.0          0.035          31.9       LOS D            0.1           0.9      0.89      0.96      31.9
   8        T           1         0.0          0.034          30.7       LOS D            0.1           0.9      0.89      0.95      32.1
   9        R           2         0.0          0.035          32.2       LOS D            0.1           0.9      0.89      0.97      31.9
 Approach               5         0.0          0.035          31.8       LOS D            0.1           0.9      0.89      0.96      31.9

 West: Cooroy-Noosa Road (west)
   10      L          8         0.0            0.533          14.2       LOS B           12.1          86.3      0.93      0.08      46.9
   11      T        999         2.1            0.525           6.0       LOS A           12.1          86.3      0.93      0.00      45.8
   12      R          1         0.0            0.500          14.5       LOS B           12.1          86.3      0.93      1.15      47.0
 Approach          1008         2.1            0.525           6.1       LOS B           12.1          86.3      0.93      0.00      45.8

 All Vehicles         1613           3.0       0.525            7.3         NA           12.1          86.3      0.95      0.01      45.3


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 2:53:14 PM        Copyright © 2000-2010 Akcelik & Associates Pty Ltd
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