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

LANE SUMMARY
     Site: 101 [2020 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          158   1.5     808 0.195     100        4.6    LOS A           1.0         7.3      Full      270      0.0     0.0
          d
 Lane 2          689   1.5     1101 0.626    100      11.3     LOS B           5.6       39.8       Full      270      0.0     0.0
 Approach        847   1.5          0.626             10.0     LOS B           5.6       39.8

 East: Eenie Creek Road (E)
          d
 Lane 1          815   1.5     1439 0.566    100        4.9    LOS A           6.0       42.3       Full      500      0.0     0.0
 Lane 2          568   1.5     1003 0.566    100        9.2    LOS A           5.6       39.8       Full      500      0.0     0.0
 Approach      1382    1.5          0.566               6.7    LOS A           6.0       42.3

 North: Walter Hay Drive (N)
          d
 Lane 1          585   1.5     703 0.832     100      16.3     LOS B           9.3       66.3       Full      500      0.0     0.0
 Approach        585   1.5          0.832             16.3     LOS B           9.3       66.3

 West: Eenie Creek Road (W)
          d
 Lane 1          537   1.5     1081 0.496    100        7.2    LOS A           5.4       38.6       Full      140      0.0     0.0
 Lane 2          354   1.5     713 0.496     100      12.8     LOS B           4.7       33.6       Full      140      0.0     0.0
 Approach        891   1.5          0.496               9.4    LOS A           5.4       38.6

 Intersectio   3705    1.5          0.832               9.6    LOS A           9.3       66.3
 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 11:41:46 AM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8