MCU14/0056 - Attachment K -Traffic Impact Assessment

LANE SUMMARY
    Site: 2016 SAT Pre-Dev
Myall Street / Bruce Highway Ramps
13-082 Myall Street Cooroy
2016 SAT Pre-Development
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              69     3.0    1684    0.041     100         11.2     LOS B            0.1           1.0     Full      500   0.0    0.0
 Approach            69     3.0            0.041                 11.2     LOS B            0.1           1.0

 North: Myall Street (North)
 Lane 1             328     3.0    1913    0.172     100          0.0     LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2              68     3.0    1818    0.038     100          8.2     LOS A            0.0           0.0    Short       50   0.0    0.0
 Approach           397     3.0            0.172                  1.4         NA           0.0           0.0

 West: Bruce Highway Ramps
 Lane 1             336     3.0    1818    0.185     100          7.6     LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2                2    3.0    1209    0.002     100          9.3     LOS A            0.0           0.0     Full      500   0.0    0.0
 Approach           338     3.0            0.185                  7.6     LOS A            0.0           0.0

 Intersection       804     3.0            0.185                  4.9         NA           0.1           1.0


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 1:43:53 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
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