MCU14/0056 - Attachment K -Traffic Impact Assessment

LANE SUMMARY
    Site: 2014 PM Existing
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2014 PM Existing
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              62     5.0    2112    0.029     100          8.5     LOS A            0.1           0.7     Full      500   0.0    0.0
 Approach            62     5.0            0.029                  8.5     LOS A            0.1           0.7

 North: Myall Street (North)
 Lane 1             344     5.0    1889    0.182     100          0.0     LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2              98     5.0    1793    0.055     100          5.6     LOS A            0.0           0.0    Short       50   0.0    0.0
 Approach           442     5.0            0.182                  1.3         NA           0.0           0.0

 West: Bruce Highway Ramps
 Lane 1             380     5.0    1793    0.212     100          5.7     LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2              24     5.0    1425    0.017     100          6.2     LOS A            0.0           0.3     Full      500   0.0    0.0
 Approach           404     5.0            0.212                  5.7     LOS A            0.0           0.3

 Intersection       908     5.0            0.212                  3.7         NA           0.1           0.7


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: Thursday, 15 May 2014 2:09:25 PM              Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.20.4660                           www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Bruce Highway Ramps\Myall St - Bruce
Highway Ramps.sip6
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