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

LANE SUMMARY
     Site: 101 [2030 PM BG 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          304   1.5    856 0.356      100       5.3    LOS A            1.8       12.8       Full         76   0.0      0.0
          d
 Lane 2          388   1.5    1069 0.363     100      10.7    LOS B            2.0       14.1       Full         76   0.0      0.0
 Approach        693   1.5           0.363             8.3    LOS A            2.0       14.1

 East: Eenie Creek Road (E)
          d
 Lane 1          561   1.5    1364   0.411   100       4.7    LOS A            3.3       23.3       Full      140     0.0      0.0
 Lane 2          444   1.5    1081   0.411   100       5.1    LOS A            3.1       21.7       Full      140     0.0      0.0
 Approach      1005    1.5           0.411             4.9    LOS A            3.3       23.3

 West: Eenie Creek Road (W)
          d
 Lane 1          549   1.5    1348 0.408     100       4.5    LOS A            3.2       23.0       Full      290     0.0      0.0
 Lane 2          434   1.5    1064 0.408     100      10.7    LOS B            3.0       21.3       Full      290     0.0      0.0
 Approach        983   1.5           0.408             7.2    LOS A            3.2       23.0

 Intersectio   2681    1.5           0.411             6.6    LOS A            3.3       23.3
 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 4:13:19 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\3.BLU0517-01_HoffmanDr_EenieCreekRd.sip8