Appendix G

MOVEMENT SUMMARY                                                                                               Site: 2022 Design - 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             40.2       LOS E            0.1           0.7      0.91      0.96      28.5
   2       T             1        0.0       0.029             38.9       LOS E            0.1           0.7      0.91      0.96      28.7
   3       R             1        0.0       0.029             40.4       LOS E            0.1           0.7      0.91      0.98      28.5
 Approach                 3          0.0       0.029          39.8       LOS E            0.1           0.7      0.91      0.97      28.5

 East: Cooroy-Noosa Rd (east)
   4       L           1             0.0       0.500          16.9       LOS C           11.8          84.8      1.00      0.00      44.5
   5       T         931             2.7       0.494           8.8       LOS A           11.8          84.8      1.00      0.00      44.8
   6       R           6             0.0       0.500          17.2       LOS C           11.8          84.8      1.00      1.18      44.7
 Approach            938             2.7       0.494           8.8       LOS C           11.8          84.8      1.00      0.01      44.8

 North: Carramar Care Access (north)
   7        L          25         0.0          0.109          20.3       LOS C            0.4           3.0      0.78      0.93      38.5
   8        T           1         0.0          0.111          19.0       LOS C            0.4           3.0      0.78      0.90      38.9
   9        R           4         0.0          0.108          20.5       LOS C            0.4           3.0      0.78      0.94      38.5
 Approach              30         0.0          0.109          20.2       LOS C            0.4           3.0      0.78      0.93      38.5

 West: Cooroy-Noosa Road (west)
   10      L          5         0.0            0.417          17.5       LOS C            9.9          71.8      1.00      0.00      44.1
   11      T        780         4.9            0.417           9.3       LOS A            9.9          71.8      1.00      0.00      44.3
   12      R          1         0.0            0.500          17.7       LOS C            9.9          71.8      1.00      1.14      44.2
 Approach           786         4.9            0.417           9.3       LOS C            9.9          71.8      1.00      0.00      44.3

 All Vehicles         1757           3.6       0.494            9.3         NA           11.8          84.8      1.00      0.02      44.4


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 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 2:53:13 PM        Copyright © 2000-2010 Akcelik & Associates Pty Ltd
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