Attach F - Traffic

LANE SUMMARY
    Site: 2027 SAT PRE DEV
15-228 Garnet St, Cooroy
Maple St / Myall St / Garnet St Roundabout
2027 Saturday Pre Development
Roundabout



 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   %       %
 SouthEast: Myall Street
        d
 Lane 1            636    3.0   1441     0.441    100         7.1    LOS A          3.4         24.4    Full      500   0.0    0.0
 Approach          636    3.0            0.441                7.1    LOS A          3.4         24.4

 East: Cooroy Station Access
        d
 Lane 1             37    1.2      651   0.057    100        10.0    LOS A          0.3          2.3    Full       80   0.0    0.0
 Approach           37    1.2            0.057               10.0    LOS A          0.3          2.3

 North: Maple Street (north)
        d
 Lane 1            603    3.0   1260     0.479    100         5.5    LOS A          3.7         26.4    Full      113   0.0    0.0
 Approach          603    3.0            0.479                5.5    LOS A          3.7         26.4

 West: Garnett Street
        d
 Lane 1            189    3.0      805   0.235    100        11.4    LOS B          1.4         10.0    Full      500   0.0    0.0
 Approach          189    3.0            0.235               11.4    LOS B          1.4         10.0

 SouthWest: Maple Street (south)
        d
 Lane 1            170    3.0      964   0.177    100         8.8    LOS A          1.1          7.9    Full      500   0.0    0.0
 Approach          170    3.0            0.177                8.8    LOS A          1.1          7.9

 Intersection     1635    3.0            0.479                7.2    LOS A          3.7         26.4


Level of Service (LOS) Method: Delay (HCM 2000).
Roundabout LOS Method: Same as Signalised Intersections.
Lane LOS values are based on average delay per lane.
Intersection and Approach LOS values are based on average delay for all lanes.
Roundabout Capacity Model: SIDRA Standard.
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.

d Dominant lane on roundabout approach

SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: ADAM PEKOL CONSULTING | Processed: Tuesday, 9 February 2016 1:16:02 PM
Project: P:\2014-15\15-228 Garnet Street, Cooroy\Calcs\Garnett rd_Maple St Roundabout.sip6