Attach F - Traffic

LANE SUMMARY
    Site: 2017 THURS PRE DEV
15-228 Garnet St, Cooroy
Maple St / Myall St / Garnet St Roundabout
2017 Thursday 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            841    3.0   1404     0.599    100         7.6    LOS A          5.6         40.4    Full      500   0.0    0.0
 Approach          841    3.0            0.599                7.6    LOS A          5.6         40.4

 East: Cooroy Station Access
        d
 Lane 1             69    1.4      614   0.112    100        11.0    LOS B          0.7          4.8    Full       80   0.0    0.0
 Approach           69    1.4            0.112               11.0    LOS B          0.7          4.8

 North: Maple Street (north)
        d
 Lane 1            493    3.0   1084     0.455    100         7.0    LOS A          3.3         23.8    Full      113   0.0    0.0
 Approach          493    3.0            0.455                7.0    LOS A          3.3         23.8

 West: Garnett Street
        d
 Lane 1            212    3.0      666   0.319    100        13.4    LOS B          2.1         14.9    Full      500   0.0    0.0
 Approach          212    3.0            0.319               13.4    LOS B          2.1         14.9

 SouthWest: Maple Street (south)
        d
 Lane 1            239    3.0      760   0.314    100        11.9    LOS B          2.3         16.6    Full      500   0.0    0.0
 Approach          239    3.0            0.314               11.9    LOS B          2.3         16.6

 Intersection     1854    2.9            0.599                8.8    LOS A          5.6         40.4


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 1:13:19 PM
Project: P:\2014-15\15-228 Garnet Street, Cooroy\Calcs\Garnett rd_Maple St Roundabout.sip6