F - Traffic Response and Revised Traffic Impact Assessment (17.09.19)

LANE SUMMARY
     Site: 101 [2030 AM BG+DEV Eenie Creek Road / Walter Hay Drive]
Intersection: Eenie Creek Road / Walter Hay Drive
Job#: BLU0517-01
Site Category: (None)
Roundabout



 Lane Use and Performance
                  Demand             Deg. Lane Average        Level of     95% Back of Queue      Lane   Lane Cap. Prob.
                     Flows Cap.      Satn Util. Delay         Service                             Config Length Adj. Block.
                Total HV                                                       Veh        Dist
               veh/h    % veh/h        v/c    %        sec                                  m                      m    %       %
 South: Walter Hay Drive (S)
 Lane 1          235   1.5     843 0.278     100        4.6    LOS A           1.5       10.3       Full      270      0.0     0.0
          d
 Lane 2          698   1.5     1154 0.605    100      11.4     LOS B           5.1       36.0       Full      270      0.0     0.0
 Approach        933   1.5          0.605               9.7    LOS A           5.1       36.0

 East: Eenie Creek Road (E)
          d
 Lane 1          701   1.5     1516 0.463    100        4.2    LOS A           4.3       30.5       Full      500      0.0     0.0
 Lane 2          495   1.5     1070 0.463    100        8.2    LOS A           3.7       26.6       Full      500      0.0     0.0
 Approach       1196   1.5          0.463               5.8    LOS A           4.3       30.5

 North: Walter Hay Drive (N)
          d
 Lane 1          489   1.5      611 0.801    100      18.5     LOS B           8.2       58.4       Full      500      0.0     0.0
 Approach        489   1.5          0.801             18.5     LOS B           8.2       58.4

 West: Eenie Creek Road (W)
          d
 Lane 1          654   1.5     1063 0.616    100      10.6     LOS B           8.6       60.9       Full      140      0.0     0.0
 Lane 2          429   1.5     697 0.616     100      16.1     LOS B           7.1       50.3       Full      140      0.0     0.0
 Approach      1083    1.5          0.616             12.8     LOS B           8.6       60.9

 Intersectio   3701    1.5          0.801             10.5     LOS B           8.6       60.9
 n


Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: CAMBRAY CONSULTING | Processed: Friday, 13 September 2019 2:18:23 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8