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

LANE SUMMARY
     Site: 101 [2030 PM BG+DEV Eenie Creek Road / Hofmann Drive]
Intersection: Eenie Creek Road / Hoffman 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: Hoffman Drive
 Lane 1          400   1.5    835 0.479      100        6.1    LOS A           3.0       21.3       Full         76   0.0      0.0
          d
 Lane 2          515   1.5    1039 0.495     100       11.4    LOS B           3.4       23.8       Full         76   0.0      0.0
 Approach        915   1.5          0.495               9.1    LOS A           3.4       23.8

 East: Eenie Creek Road (E)
          d
 Lane 1          623   1.5    1252 0.498     100        5.4    LOS A           4.4       31.3       Full      140     0.0      0.0
 Lane 2          484   1.5    973 0.498      100        6.1    LOS A           4.1       29.4       Full      140     0.0      0.0
 Approach       1107   1.5          0.498               5.7    LOS A           4.4       31.3

 West: Eenie Creek Road (W)
          d                                        5
 Lane 1          595   1.5    1207 0.493     100        5.3    LOS A           4.3       30.7       Full      290     0.0      0.0
 Lane 2          458   1.5    928 0.493      100       13.1    LOS B           4.1       29.2       Full      290     0.0      0.0
 Approach      1053    1.5          0.493               8.7    LOS A           4.3       30.7

 Intersectio   3075    1.5          0.498               7.7    LOS A           4.4       31.3
 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.

5 Lane under-utilisation found by the program
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 4:13:19 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\3.BLU0517-01_HoffmanDr_EenieCreekRd.sip8