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

LANE SUMMARY
     Site: 101 [2020 AM BG Hoffman Drive / Noosa Civic Access]
Intersection: Hoffman Drive / Noosa Civic Access
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     %         %
 East: Noosa Civic Access
          d
 Lane 1          389    1.5   1331 0.293     100        9.0    LOS A            1.8       12.7      Full       500   0.0       0.0
 Approach        389    1.5         0.293               9.0    LOS A            1.8       12.7

 North: Hoffman Drive (North)
          d
 Lane 1          477    1.5   1743 0.274     100        3.5    LOS A            1.9       13.6      Full       74    0.0       0.0
 Lane 2          163    1.5   1300 0.126     100        8.6    LOS A            0.7        5.1      Full       74    0.0       0.0
 Approach        640    1.5         0.274               4.8    LOS A            1.9       13.6

 West: Hoffman Drive (W)
          d
 Lane 1          371    1.5   1140 0.325     100        4.9    LOS A            2.1       15.1      Full       72    0.0       0.0
 Approach        371    1.5         0.325               4.9    LOS A            2.1       15.1

 Intersectio   1400     1.5         0.325               6.0    LOS A            2.1       15.1
 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 3:11:38 PM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\2.BLU0517-01_HoffmanDr_NoosaCivic.sip8