MCU14/0056 Traffic Addendum Att F - Information response

LANE SUMMARY
    Site: 2027 PM Post-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2027 PM Post-Dev
Stop (Two-Way)



 Lane Use and Performance
               Demand Flows                Deg.    Lane     Average     Level of     95% Back of Queue        Lane     Lane Cap. Prob.
                  Total    HV      Cap.    Satn     Util.    Delay      Service         Veh        Dist       Config   Length Adj. Block.
                 veh/h      %     veh/h     v/c      %          sec                                  m                     m   %       %
 South: Myall Street (South)
 Lane 1              72     5.0    882    0.081     100        10.2      LOS B            0.2          1.7     Full      500   0.0    0.0
 Approach            72     5.0           0.081                10.2      LOS B            0.2          1.7

 North: Myall Street (North)
 Lane 1             429     5.0   1889    0.227     100          0.0     LOS A            0.0          0.0     Full      500   0.0    0.0
 Lane 2             145     5.0   1793    0.081     100          5.6     LOS A            0.0          0.0    Short       50   0.0    0.0
 Approach           575     5.0           0.227                  1.4         NA           0.0          0.0

 West: Bruce Highway Ramps
 Lane 1             503     5.0   1793    0.281     100          5.7     LOS A            0.0          0.0     Full      500   0.0    0.0
 Lane 2              27     5.0    673    0.041     100          8.3     LOS A            0.1          0.8     Full      500   0.0    0.0
 Approach           531     5.0           0.281                  5.8     LOS A            0.1          0.8

 Intersection      1177     5.0           0.281                  3.9         NA           0.2          1.7


Level of Service (LOS) Method: Delay (HCM 2000).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.


Processed: Wednesday, 24 December 2014 1:26:34 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877                           www.sidrasolutions.com
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Highway Ramps.sip6
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