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

LANE SUMMARY
     Site: 101 [2020 AM 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          162   1.5     906 0.179     100        4.1    LOS A           0.9         6.1      Full      270      0.0     0.0
          d
 Lane 2          717   1.5     1268 0.565    100      10.5     LOS B           4.4       31.3       Full      270      0.0     0.0
 Approach        879   1.5          0.565               9.3    LOS A           4.4       31.3

 East: Eenie Creek Road (E)
          d
 Lane 1          586   1.5     1565 0.374    100        3.8    LOS A           3.2       22.7       Full      500      0.0     0.0
 Lane 2          416   1.5     1112 0.374    100        8.2    LOS A           2.8       20.0       Full      500      0.0     0.0
 Approach      1002    1.5          0.374               5.6    LOS A           3.2       22.7

 North: Walter Hay Drive (N)
          d
 Lane 1          465   1.5     719 0.647     100      11.4     LOS B           5.3       37.7       Full      500      0.0     0.0
 Approach        465   1.5          0.647             11.4     LOS B           5.3       37.7

 West: Eenie Creek Road (W)
          d
 Lane 1          487   1.5     1081 0.451    100        7.2    LOS A           4.7       33.4       Full      140      0.0     0.0
 Lane 2          318   1.5     707 0.451     100      12.4     LOS B           4.0       28.5       Full      140      0.0     0.0
 Approach        805   1.5          0.451               9.3    LOS A           4.7       33.4

 Intersectio   3152    1.5          0.647               8.4    LOS A           5.3       37.7
 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 11:40:51 AM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8