MCU14/0056 Traffic Addendum Att F - Information response

LANE SUMMARY
     Site: 2027 SAT Post Development
Myall Street / Site Access Intersection
14-082 Myall Street, Cooroy
2027 SAT Post-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               99    4.0    1806    0.055     100          5.6      LOS A            0.0           0.0    Short       70   0.0    0.0
 Lane 2              393    4.0    1901    0.207     100          0.0      LOS A            0.0           0.0     Full      500   0.0    0.0
 Approach            492    4.0            0.207                  1.1          NA           0.0           0.0

 North: Myall Street (North)
 Lane 1              393    4.0    1901    0.207     100          0.0      LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2               72    4.0     649     0.110    100          9.0      LOS A            0.4           2.8    Short       50   0.0    0.0
 Approach            464    4.0            0.207                  1.4          NA           0.4           2.8

 West: Site Access
 Lane 1               72    4.0     854    0.084     100          7.6      LOS A            0.3           2.1     Full      500   0.0    0.0
 Lane 2               99    4.0     321    0.309     100         17.2      LOS C            1.2           8.4    Short       20   0.0    0.0
 Approach            171    4.0            0.309                 13.2      LOS B            1.2           8.4

 Intersection      1126     4.0            0.309                  3.1          NA           1.2           8.4


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: Tuesday, 23 December 2014 5:13:51 PM          Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877                           www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Site Access\Myall St - Site Access.sip6
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