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

LANE SUMMARY
     Site: 101 [2030 PM 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          204   1.5     715 0.285     100        5.1    LOS A           1.6        11.6      Full      270      0.0     0.0
          d
 Lane 2          693   1.5     958 0.723     100      13.5     LOS B           7.4       52.8       Full      270      0.0     0.0
 Approach        897   1.5          0.723             11.6     LOS B           7.4       52.8

 East: Eenie Creek Road (E)
          d
 Lane 1          950   1.5     1397 0.680    100        6.9    LOS A           9.3       66.3       Full      500      0.0     0.0
 Lane 2          657   1.5     967 0.680     100      11.5     LOS B           8.5       60.0       Full      500      0.0     0.0
 Approach      1607    1.5          0.680               8.8    LOS A           9.3       66.3

 North: Walter Hay Drive (N)
          d
 Lane 1          615   1.5     609 1.010     100      59.0     LOS E          27.0      191.6       Full      500      0.0     0.0
 Approach        615   1.5          1.010             59.0     LOS E          27.0      191.6

 West: Eenie Creek Road (W)
          d
 Lane 1          686   1.5     1035 0.663    100      11.6     LOS B          10.1       71.8       Full      140      0.0     0.0
 Lane 2          451   1.5     681 0.663     100      17.5     LOS B           8.2       58.5       Full      140      0.0     0.0
 Approach       1137   1.5          0.663             13.9     LOS B          10.1       71.8

 Intersectio   4256    1.5          1.010             18.0     LOS B          27.0      191.6
 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 2:16:51 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8