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

LANE SUMMARY
     Site: 101 [2019 PM Survey Eenie Creek Road / Walter Hay Drive]
Intersection: Eenie Creek Road / Walter Hay 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: Walter Hay Drive (S)
 Lane 1          157   1.5     814 0.193     100        4.5    LOS A           1.0         7.2      Full      270      0.0     0.0
          d
 Lane 2          686   1.5     1111 0.618    100      11.1     LOS B           5.5       38.8       Full      270      0.0     0.0
 Approach        843   1.5          0.618               9.9    LOS A           5.5       38.8

 East: Eenie Creek Road (E)
          d
 Lane 1          805   1.5     1444 0.557    100        4.8    LOS A           5.8       40.8       Full      500      0.0     0.0
 Lane 2          561   1.5     1007 0.557    100        9.1    LOS A           5.4       38.5       Full      500      0.0     0.0
 Approach      1366    1.5          0.557               6.5    LOS A           5.8       40.8

 North: Walter Hay Drive (N)
          d
 Lane 1          582   1.5     710 0.820     100      15.5     LOS B           8.9       63.4       Full      500      0.0     0.0
 Approach        582   1.5          0.820             15.5     LOS B           8.9       63.4

 West: Eenie Creek Road (W)
          d
 Lane 1          529   1.5     1089 0.486    100        6.9    LOS A           5.2       36.9       Full      140      0.0     0.0
 Lane 2          349   1.5     718 0.486     100      12.5     LOS B           4.6       32.3       Full      140      0.0     0.0
 Approach        878   1.5          0.486               9.1    LOS A           5.2       36.9

 Intersectio   3669    1.5          0.820               9.3    LOS A           8.9       63.4
 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 10:13:58 AM
Project: \\FILE\Projects\BLU0517\01\5. Working\SIDRA\19-08-16 - SIDRA\4.BLU0517-01_EenieCreekRd_WalterHayDr.sip8