Attach F - Traffic

LANE SUMMARY
    Site: 2015 SAT EXIST
15-228 Garnet St, Cooroy
Myall St / Elm St Priority Intersection
2015 Saturday Existing
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            345        1.0    960    0.360    100         8.7    LOS A         1.9       13.3   Short       60   0.0    NA
 Lane 2            205        1.0    466    0.441    100        15.1    LOS C         1.8       12.9    Full      500   0.0    0.0
 Approach          551        1.0           0.441               11.1    LOS B         1.9       13.3

 East: Elm Street (east)
 Lane 1            838        1.0   1668    0.502    100         3.1    LOS A         3.3       23.1    Full      500   0.0    0.0
 Approach          838        1.0           0.502                3.1       NA         3.3       23.1

 West: Myall Street (north)
 Lane 1            638        1.0   1937    0.329    100         0.0    LOS A         0.0        0.0    Full      500   0.0    0.0
 Lane 2            185        1.0   1461    0.127    100         7.2    LOS A         0.6        4.5   Short       20   0.0    NA
 Approach          823        1.0           0.329                1.6       NA         0.6        4.5

 Intersection     2211        1.0           0.502                4.5       NA         3.3       23.1


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: PEKOL TRAFFIC AND TRANSPORT | Processed: Tuesday, 9 February 2016 1:26:22 PM
Project: P:\2014-15\15-228 Garnet Street, Cooroy\Calcs\Myall_ELm.sip6