Attach F - Traffic

LANE SUMMARY
    Site: 2017 THURS PRE DEV
15-228 Garnet St, Cooroy
Myall St / Elm St Priority Intersection
2017 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            347        5.0    857    0.405    100         9.8    LOS A         2.2       16.2   Short       60   0.0    NA
 Lane 2            204        5.0    356    0.575    100        20.5    LOS C         2.5       18.0    Full      500   0.0    0.0
 Approach          551        5.0           0.575               13.8    LOS B         2.5       18.0

 East: Elm Street (east)
 Lane 1            958        5.0   1616    0.593    100         3.7    LOS A         5.6       40.7    Full      500   0.0    0.0
 Approach          958        5.0           0.593                3.7       NA         5.6       40.7

 West: Myall Street (north)
 Lane 1            688        5.0   1889    0.364    100         0.0    LOS A         0.0        0.0    Full      500   0.0    0.0
 Lane 2            176        5.0   1315    0.134    100         7.6    LOS A         0.7        4.8   Short       20   0.0    NA
 Approach          864        5.0           0.364                1.6       NA         0.7        4.8

 Intersection     2373        5.0           0.593                5.3       NA         5.6       40.7


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 1:26:52 PM
Project: P:\2014-15\15-228 Garnet Street, Cooroy\Calcs\Myall_ELm.sip6