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

LANE SUMMARY
     Site: 101 [2020 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          385   1.5    915 0.421      100        5.3    LOS A           2.4       17.2       Full         76   0.0      0.0
          d
 Lane 2          496   1.5    1117 0.444     100       10.8    LOS B           2.8       19.5       Full         76   0.0      0.0
 Approach        881   1.5          0.444               8.4    LOS A           2.8       19.5

 East: Eenie Creek Road (E)
          d
 Lane 1          546   1.5    1281 0.426     100        5.2    LOS A           3.6       25.3       Full      140     0.0      0.0
 Lane 2          426   1.5    1000 0.426     100        5.6    LOS A           3.3       23.1       Full      140     0.0      0.0
 Approach        973   1.5          0.426               5.4    LOS A           3.6       25.3

 West: Eenie Creek Road (W)
          d                                        5
 Lane 1          495   1.5    1243 0.398      87        5.0    LOS A           3.2       22.9       Full      290     0.0      0.0
 Lane 2          440   1.5    965 0.456      100       12.5    LOS B           3.5       24.9       Full      290     0.0      0.0
 Approach        935   1.5          0.456               8.5    LOS A           3.5       24.9

 Intersectio   2788    1.5          0.456               7.4    LOS A           3.6       25.3
 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 4:13:18 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\3.BLU0517-01_HoffmanDr_EenieCreekRd.sip8