10. APP E. Traffic Impact Assessment Report

LANE SUMMARY
    Site: 2027 SAT Post-Dev
Eumundi Road / Eenie Creek Road Roundabout
2027 SAT Peak Hour Post 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   %       %
 South: Eenie Creek Road
        d
 Lane 1              80     1.2    586    0.137     100        10.3      LOS B            0.6          4.4     Full      500   0.0    0.0
 Approach            80     1.2           0.137                10.3      LOS B            0.6          4.4

 East: Eenie Creek Road
        d
 Lane 1             516     1.4    929    0.555     100          6.0     LOS A            3.9        27.7      Full      500   0.0    0.0
 Lane 2             406     0.5    732    0.555     100        11.1      LOS B            3.6        25.5      Full      500   0.0    0.0
 Approach           922     1.0           0.555                  8.3     LOS A            3.9        27.7

 North: Eumundi Road (North)
        d
 Lane 1             651     0.4    849    0.766     100        21.0      LOS C          13.1         91.9      Full      500   0.0    0.0
 Lane 2             461     0.7    601    0.766     100        28.3      LOS C          10.8         75.9      Full      500   0.0    0.0
 Approach          1111     0.5           0.766                24.0      LOS C          13.1         91.9

 West: Eumundi Road (South)
        d                                               5
 Lane 1             964     1.0   1446    0.666      92          5.6     LOS A            7.4        52.0      Full      500   0.0    0.0
 Lane 2             821     1.1   1135    0.724     100          7.7     LOS A            9.3        65.7      Full      500   0.0    0.0
 Approach         1785      1.1           0.724                  6.6     LOS A            9.3        65.7

 Intersection     3899      0.9           0.766                12.0      LOS B          13.1         91.9


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.

5 Lane under-utilisation found by the program
d Dominant lane on roundabout approach

Processed: Thursday, 11 December 2014 8:44:21 AM       Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877                         www.sidrasolutions.com
Project: P:\2014-15\15-067 Lionel Donovan Drive, Noosaville\Calcs\SIDRA\Eumundi Rd - Eenie Creek Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC