Attach F - Traffic

LANE SUMMARY
    Site: 2027 THURS PRE DEV
15-228 Garnet St, Cooroy
Myall St / Elm St Priority Intersection
2027 Thursday PM 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            398        5.0    755    0.527    100        11.8    LOS B         3.3       23.9   Short       60   0.0    NA
 Lane 2            235        5.0    247    0.950    100        65.2    LOS F         8.0       58.3    Full      500   0.0    0.0
 Approach          633        5.0           0.950               31.6    LOS D         8.0       58.3

 East: Elm Street (east)
 Lane 1           1100        5.0   1596    0.689    100         4.8    LOS A         9.3       67.7    Full      500   0.0    0.0
 Approach         1100        5.0           0.689                4.8       NA         9.3       67.7

 West: Myall Street (north)
 Lane 1            791        5.0   1889    0.419    100         0.1    LOS A         0.0        0.0    Full      500   0.0    0.0
 Lane 2            203        5.0   1173    0.173    100         8.2    LOS A         0.8        6.1   Short       20   0.0    NA
 Approach          995        5.0           0.419                1.7       NA         0.8        6.1

 Intersection     2727        5.0           0.950                9.9       NA         9.3       67.7


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 1:27:03 PM
Project: P:\2014-15\15-228 Garnet Street, Cooroy\Calcs\Myall_ELm.sip6