MCU14/0056 - Attachment K -Traffic Impact Assessment

LANE SUMMARY
     Site: 2014 SAT Existing
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2014 SAT Existing
Giveway / Yield (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                9    2.0    1831    0.005     100          5.6      LOS A            0.0           0.0    Short       70   0.0    0.0
 Lane 2             369     2.0    1925    0.192     100          0.0      LOS A            0.0           0.0     Full      500   0.0    0.0
 Approach           379     2.0            0.192                  0.2          NA           0.0           0.0

 North: Myall Street (North)
 Lane 1             369     2.0    1925    0.192     100          0.0      LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2               17    2.0     765    0.022     100          7.6      LOS A            0.1           0.5    Short       50   0.0    0.0
 Approach           386     2.0            0.192                  0.4          NA           0.1           0.5

 West: Ferrells Road
 Lane 1               28    2.0     855    0.033     100          7.6      LOS A            0.1           0.8     Full      500   0.0    0.0
 Approach             28    2.0            0.033                  7.6      LOS A            0.1           0.8

 Intersection       794     2.0            0.192                  0.5          NA           0.1           0.8


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 2:24:55 PM              Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.20.4660                           www.sidrasolutions.com
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