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

LANE SUMMARY
     Site: 101 [2020 PM BG Hoffman Drive / Noosa Civic Access / Road Stub]
Intersection: Hoffman Drive / Noosa Civic Access
Job #: BLU0517-01
Reviewed By: Matt Grierson
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 (S)
          d
 Lane 1          324     1.5   1046 0.310    100        7.5    LOS A            1.9       13.8      Full      220       0.0    0.0
 Approach        324     1.5        0.310               7.5    LOS A            1.9       13.8

 East: Noosa Civic Access (E)
          d
 Lane 1          359     1.5   1164 0.308    100        8.0    LOS A            1.9       13.8      Full      500       0.0    0.0
 Approach        359     1.5        0.308               8.0    LOS A            1.9       13.8

 North: Hoffman Drive (N)
          d
 Lane 1          279     1.5   1208 0.231    100        4.4    LOS A            1.4       10.0      Full       70       0.0    0.0
 Approach        279     1.5        0.231               4.4    LOS A            1.4       10.0

 West: Site Access (W)
          d
 Lane 1            4     0.7    808 0.005    100        9.7    LOS A            0.0        0.2      Full      500       0.0    0.0
 Approach          4     0.7        0.005               9.7    LOS A            0.0        0.2

 Intersectio     966     1.5        0.310               6.8    LOS A            1.9       13.8
 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 3:28:09 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\1.BLU0517-01_HoffmanDr-NoosaCivic-RoadStub.sip8