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

LANE SUMMARY
     Site: 101 [2019 AM Survey 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          161   1.5     909 0.177     100        4.1    LOS A           0.8         6.0      Full      270      0.0     0.0
          d
 Lane 2          713   1.5     1273 0.560    100      10.4     LOS B           4.3       30.7       Full      270      0.0     0.0
 Approach        874   1.5          0.560               9.2    LOS A           4.3       30.7

 East: Eenie Creek Road (E)
          d
 Lane 1          580   1.5     1568 0.370    100        3.8    LOS A           3.2       22.4       Full      500      0.0     0.0
 Lane 2          412   1.5     1114 0.370    100        8.2    LOS A           2.8       19.7       Full      500      0.0     0.0
 Approach        992   1.5          0.370               5.6    LOS A           3.2       22.4

 North: Walter Hay Drive (N)
          d
 Lane 1          463   1.5     726 0.638     100      11.1     LOS B           5.2       36.8       Full      500      0.0     0.0
 Approach        463   1.5          0.638             11.1     LOS B           5.2       36.8

 West: Eenie Creek Road (W)
          d
 Lane 1          480   1.5     1089 0.441    100        7.2    LOS A           4.6       32.5       Full      140      0.0     0.0
 Lane 2          314   1.5     713 0.441     100      12.1     LOS B           3.9       27.4       Full      140      0.0     0.0
 Approach        794   1.5          0.441               9.1    LOS A           4.6       32.5

 Intersectio   3122    1.5          0.638               8.3    LOS A           5.2       36.8
 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 10:13:57 AM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8