MCU14/0056 - Attachment K -Traffic Impact Assessment

LANE SUMMARY
     Site: 2026 SAT Pre-Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2026 SAT Pre-Development
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               13    2.0    1831    0.007     100          8.2      LOS A            0.0           0.0    Short       70   0.0    0.0
 Lane 2             480     2.0    1925    0.249     100          0.0      LOS A            0.0           0.0     Full      500   0.0    0.0
 Approach           493     2.0            0.249                  0.2          NA           0.0           0.0

 North: Myall Street (North)
 Lane 1             480     2.0    1925    0.249     100          0.0      LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2               22    2.0     651    0.034     100         11.6      LOS B            0.1           0.8    Short       50   0.0    0.0
 Approach           502     2.0            0.249                  0.5          NA           0.1           0.8

 West: Ferrells Road
 Lane 1               37    2.0     708    0.052     100         11.4      LOS B            0.2           1.2     Full      500   0.0    0.0
 Approach             37    2.0            0.052                 11.4      LOS B            0.2           1.2

 Intersection      1032     2.0            0.249                  0.8          NA           0.2           1.2


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 12:40:35 PM          Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.20.4660                           www.sidrasolutions.com
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