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

LANE SUMMARY
     Site: 101 [2020 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          196   1.5     780 0.251     100        4.8    LOS A           1.4         9.7      Full      270      0.0     0.0
          d
 Lane 2          658   1.5     1059 0.621    100      11.5     LOS B           5.5       39.1       Full      270      0.0     0.0
 Approach        854   1.5          0.621               9.9    LOS A           5.5       39.1

 East: Eenie Creek Road (E)
          d
 Lane 1          852   1.5     1429 0.596    100        5.3    LOS A           6.8       47.9       Full      500      0.0     0.0
 Lane 2          593   1.5     994 0.596     100        9.7    LOS A           6.3       44.5       Full      500      0.0     0.0
 Approach      1445    1.5          0.596               7.1    LOS A           6.8       47.9

 North: Walter Hay Drive (N)
          d
 Lane 1          585   1.5     669 0.875     100      20.2     LOS C          11.0       77.8       Full      500      0.0     0.0
 Approach        585   1.5          0.875             20.2     LOS C          11.0       77.8

 West: Eenie Creek Road (W)
          d
 Lane 1          600   1.5     1117 0.537    100        7.6    LOS A           6.3       44.5       Full      140      0.0     0.0
 Lane 2          397   1.5     740 0.537     100      13.0     LOS B           5.4       38.4       Full      140      0.0     0.0
 Approach        997   1.5          0.537               9.7    LOS A           6.3       44.5

 Intersectio   3881    1.5          0.875             10.4     LOS B          11.0       77.8
 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 2:14:53 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8