Appendix G

MOVEMENT SUMMARY                                                                                               Site: 2022 Design - AM
Cooroy-Nooosa Rd / 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             31.3       LOS D            0.1           0.5      0.86      0.78      32.2
   2       T             1        0.0       0.021             30.1       LOS D            0.1           0.5      0.86      0.94      32.5
   3       R             1        0.0       0.021             31.6       LOS D            0.1           0.5      0.86      0.96      32.2
 Approach                 3          0.0       0.021          31.0       LOS D            0.1           0.5      0.86      0.89      32.3

 East: Cooroy-Noosa Rd (east)
   4       L           1             0.0       0.333          17.2       LOS C            7.3          53.4      0.99      0.01      44.2
   5       T         586             4.8       0.332           9.0       LOS A            7.3          53.4      0.99      0.00      44.5
   6       R          13             0.0       0.333          17.5       LOS C            7.3          53.4      0.99      1.09      44.3
 Approach            600             4.7       0.332           9.2       LOS C            7.3          53.4      0.99      0.02      44.5

 North: Carramar Care Access (north)
   7        L           3         0.0          0.048          31.6       LOS D            0.2           1.3      0.89      0.96      32.0
   8        T           1         0.0          0.048          30.3       LOS D            0.2           1.3      0.89      0.95      32.3
   9        R           3         0.0          0.048          31.8       LOS D            0.2           1.3      0.89      0.97      32.0
 Approach               7         0.0          0.048          31.5       LOS D            0.2           1.3      0.89      0.96      32.1

 West: Cooroy-Noosa Road (west)
   10      L         10         0.0            0.526          14.2       LOS B           12.2          86.7      0.93      0.08      46.8
   11      T        999         2.1            0.526           6.0       LOS A           12.2          86.7      0.93      0.00      45.8
   12      R          1         0.0            0.500          14.5       LOS B           12.2          86.7      0.93      1.15      46.9
 Approach          1010         2.1            0.526           6.1       LOS B           12.2          86.7      0.93      0.00      45.8

 All Vehicles         1620           3.0       0.526            7.4         NA           12.2          86.7      0.95      0.02      45.2


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 2:53:11 PM        Copyright © 2000-2010 Akcelik & Associates Pty Ltd
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