MCU14/0056 - Attachment K -Traffic Impact Assessment

LANE SUMMARY
    Site: 2026 PM Post-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2026 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              84     5.0    1335    0.063     100         11.9     LOS B            0.2           1.6     Full      500   0.0    0.0
 Approach            84     5.0            0.063                 11.9     LOS B            0.2           1.6

 North: Myall Street (North)
 Lane 1             476     5.0    1889    0.252     100          0.0     LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2             135     5.0    1793    0.075     100          8.2     LOS A            0.0           0.0    Short       50   0.0    0.0
 Approach           611     5.0            0.252                  1.8         NA           0.0           0.0

 West: Bruce Highway Ramps
 Lane 1             522     5.0    1793    0.291     100          7.6     LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2              32     5.0     999    0.032     100        10.0      LOS B            0.1           0.6     Full      500   0.0    0.0
 Approach           554     5.0            0.291                  7.7     LOS A            0.1           0.6

 Intersection      1248     5.0            0.291                  5.1         NA           0.2           1.6


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, 19 March 2014 1:36:53 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
8000122, ADAM PEKOL CONSULTING, PLUS / 1PC