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

LANE SUMMARY
     Site: 101 [2019 AM SURVEY 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          366   1.5    1234 0.297     100       4.0    LOS A            1.6        11.1      Full         76   0.0      0.0
 Lane 2          282   1.5    1034 0.273     100      10.3    LOS B            1.3         9.6      Full         76   0.0      0.0
 Approach        648   1.5          0.297              6.7    LOS A            1.6        11.1

 East: Eenie Creek Road (E)
          d
 Lane 1          364   1.5    1337 0.272     100       4.8    LOS A            1.9       13.7       Full      140     0.0      0.0
 Lane 2          286   1.5    1049 0.272     100       5.2    LOS A            1.8       12.7       Full      140     0.0      0.0
 Approach        649   1.5          0.272              5.0    LOS A            1.9       13.7

 West: Eenie Creek Road (W)
          d                                     5
 Lane 1          513   1.5    1470 0.349      98       3.9    LOS A            2.5       18.0       Full      290     0.0      0.0
 Lane 2          421   1.5    1187 0.355     100      10.9    LOS B            2.5       17.4       Full      290     0.0      0.0
 Approach        934   1.5          0.355              7.1    LOS A            2.5       18.0

 Intersectio   2232    1.5          0.355              6.4    LOS A            2.5       18.0
 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 4:13:16 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\3.BLU0517-01_HoffmanDr_EenieCreekRd.sip8