Appendix G

MOVEMENT SUMMARY                                                                                                  Site: 2022 Base - 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       0.029             39.9       LOS E            0.1           0.7      0.91      0.96      28.6
   2       T             1        0.0       0.029             38.6       LOS E            0.1           0.7      0.91      0.96      28.8
   3       R             1        0.0       0.029             40.2       LOS E            0.1           0.7      0.91      0.98      28.6
 Approach                 3          0.0       0.029          39.6       LOS E            0.1           0.7      0.91      0.97      28.6

 East: Cooroy-Noosa Rd (east)
   4       L           1             0.0       0.500          16.8       LOS C           11.8          84.5      1.00      0.00      44.7
   5       T         931             2.7       0.493           8.6       LOS A           11.8          84.5      1.00      0.00      44.9
   6       R           5             0.0       0.500          17.1       LOS C           11.8          84.5      1.00      1.18      44.8
 Approach            937             2.7       0.493           8.7       LOS C           11.8          84.5      1.00      0.01      44.9

 North: Carramar Care Access (north)
   7        L          19         0.0          0.086          20.4       LOS C            0.3           2.3      0.78      0.93      38.4
   8        T           1         0.0          0.083          19.1       LOS C            0.3           2.3      0.78      0.90      38.8
   9        R           3         0.0          0.086          20.7       LOS C            0.3           2.3      0.78      0.94      38.4
 Approach              23         0.0          0.086          20.4       LOS C            0.3           2.3      0.78      0.93      38.4

 West: Cooroy-Noosa Road (west)
   10      L          4         0.0            0.400          17.4       LOS C            9.8          71.7      1.00      0.00      44.1
   11      T        780         4.9            0.416           9.3       LOS A            9.8          71.7      1.00      0.00      44.3
   12      R          1         0.0            0.500          17.7       LOS C            9.8          71.7      1.00      1.14      44.2
 Approach           785         4.9            0.416           9.3       LOS C            9.8          71.7      1.00      0.00      44.3

 All Vehicles         1748           3.6       0.493            9.2         NA           11.8          84.5      1.00      0.02      44.5


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 E. 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 2:53:15 PM        Copyright © 2000-2010 Akcelik & Associates Pty Ltd
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