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

LANE SUMMARY
     Site: 101 [2020 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          498   1.5    1212   0.411   100       4.2    LOS A            2.6       18.2       Full         76   0.0      0.0
 Lane 2          468   1.5    1048 0.447     100      10.6    LOS B            2.8       19.6       Full         76   0.0      0.0
 Approach        966   1.5           0.447             7.3    LOS A            2.8       19.6

 East: Eenie Creek Road (E)
          d
 Lane 1          459   1.5    1166 0.393     100       5.8    LOS A            3.3       23.2       Full      140     0.0      0.0
 Lane 2          350   1.5    890 0.393      100       6.3    LOS A            2.9       20.8       Full      140     0.0      0.0
 Approach        808   1.5           0.393             6.0    LOS A            3.3       23.2

 West: Eenie Creek Road (W)
 Lane 1          455   1.5    988 0.461      100       5.7    LOS A            3.5       24.8       Full      290     0.0      0.0
          d
 Lane 2          586   1.5    1273 0.461     100      11.2    LOS B            3.8       27.1       Full      290     0.0      0.0
 Approach      1041    1.5           0.461             8.8    LOS A            3.8       27.1

 Intersectio   2816    1.5           0.461             7.5    LOS A            3.8       27.1
 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 4:13:18 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\3.BLU0517-01_HoffmanDr_EenieCreekRd.sip8