Attach F - Traffic

LANE SUMMARY
    Site: 2027 THURS POST DEV
15-228 Garnet St, Cooroy
Myall St / Elm St Priority Intersection
2027 Thursday PM 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            418        5.0    723    0.579    100        12.7    LOS B         3.8       27.7   Short       60   0.0    NA
 Lane 2            235        5.0    222    1.058    100       122.9    LOS F       16.1       117.5    Full      500   0.0    0.0
 Approach          653        5.0           1.058               52.3    LOS F       16.1       117.5

 East: Elm Street (east)
 Lane 1           1128        5.0   1593    0.708    100         5.0    LOS A       10.1        73.7    Full      500   0.0    0.0
 Approach         1128        5.0           0.708                5.0       NA       10.1        73.7

 West: Myall Street (north)
 Lane 1            820        5.0   1889    0.434    100         0.1    LOS A         0.0        0.0    Full      500   0.0    0.0
 Lane 2            215        5.0   1128    0.191    100         8.4    LOS A         0.9        6.7   Short       20   0.0    NA
 Approach         1035        5.0           0.434                1.8       NA         0.9        6.7

 Intersection     2816        5.0           1.058               14.8       NA       16.1       117.5


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.


SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: ADAM PEKOL CONSULTING | Processed: Tuesday, 9 February 2016 1:28:02 PM
Project: P:\2014-15\15-228 Garnet Street, Cooroy\Calcs\Myall_ELm.sip6