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

LANE SUMMARY
     Site: 101 [2030 AM 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
          d
 Lane 1          517   1.5    1152 0.449     100        4.4    LOS A           2.9       20.3       Full         76   0.0      0.0
 Lane 2          483   1.5    981 0.493      100       11.2    LOS B           3.3       23.2       Full         76   0.0      0.0
 Approach      1000    1.5          0.493               7.7    LOS A           3.3       23.2

 East: Eenie Creek Road (E)
          d
 Lane 1          515   1.5    1122 0.459     100        6.0    LOS A           4.1       29.0       Full      140     0.0      0.0
 Lane 2          391   1.5    852 0.459      100        6.9    LOS A           3.7       26.5       Full      140     0.0      0.0
 Approach        906   1.5          0.459               6.4    LOS A           4.1       29.0

 West: Eenie Creek Road (W)
          d                                        5
 Lane 1          588   1.5    1248 0.472      80        5.1    LOS A           4.0       28.5       Full      290     0.0      0.0
 Lane 2          575   1.5    975 0.590      100       13.9    LOS B           5.8       41.2       Full      290     0.0      0.0
 Approach       1163   1.5          0.590               9.5    LOS A           5.8       41.2

 Intersectio   3069    1.5          0.590               8.0    LOS A           5.8       41.2
 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