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

LANE SUMMARY
     Site: 101 [2030 PM BG 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          165   1.5     752 0.220     100        4.8    LOS A           1.2         8.7      Full      270      0.0     0.0
          d
 Lane 2          724   1.5     1000 0.724    100      13.1     LOS B           7.5       53.4       Full      270      0.0     0.0
 Approach        889   1.5          0.724             11.6     LOS B           7.5       53.4

 East: Eenie Creek Road (E)
          d
 Lane 1          912   1.5     1402 0.651    100        6.3    LOS A           8.4       59.4       Full      500      0.0     0.0
 Lane 2          632   1.5     972 0.651     100      10.9     LOS B           7.6       54.2       Full      500      0.0     0.0
 Approach      1544    1.5          0.651               8.2    LOS A           8.4       59.4

 North: Walter Hay Drive (N)
          d
 Lane 1          615   1.5     639 0.962     100      37.8     LOS D          18.7      132.3       Full      500      0.0     0.0
 Approach        615   1.5          0.962             37.8     LOS D          18.7      132.3

 West: Eenie Creek Road (W)
          d
 Lane 1          623   1.5     998 0.624     100      11.1     LOS B           9.0       63.6       Full      140      0.0     0.0
 Lane 2          408   1.5     653 0.624     100      17.1     LOS B           7.3       51.9       Full      140      0.0     0.0
 Approach      1031    1.5          0.624             13.4     LOS B           9.0       63.6

 Intersectio   4079    1.5          0.962             14.7     LOS B          18.7      132.3
 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 10:13:59 AM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8