Response to Information Request 5-7 Rufous Street Peregian Beach - Attachment E MCU13/0092

MOVEMENT SUMMARY
\l Site: 2013 PM Existing Conditions
12-060 Peregian Beach SC
David Low Way I Woodland Drive
2013 PM Existing Conditions
Giveway I Yield (Two-Way)



 Movement Performance                 -   Vehicles
                                                                   .Average. Level of’.
                                                                                                                     ’

 Mov        00              Demand Flows                 Deg.~                                95% Back of Queue               ’Prop.   Effective’i.. Average
  10        Mov             Total.’ HV                   Satn        Delay   Service           Vehicles       Distance        Queued  Stop Rate’ Speed,
....
                :   "
                        ,
                            veh/h’          ,.%y., ;.~    ’vIe    .r qsec’         ,
                                                                                          "
                                                                                                   ’veh              m    "
                                                                                                                                ,
                                                                                                                                    "~: perveh        "km/h’
 South: David Low Way       -
                                South

 1          L2                   34          3.0     0.328               0.6       LOSA                0.1          0.4         0.00        0.07      59.1

 2          T1                  591          3.0     0.328               0.6       LOSA                0.1          0.4         0.00        0.07      59.1

 3u         U                    16          3.0     0.015              13.1       LOS B               0.1          0.4         0.51        0.70      44.7

 Approach                       641          3.0     0.328               0.9           NA              0.1          0.4         0.01        0.09      58.7


 North: David Low Way       -
                                North

 8          T1                  515          3.0     0.269               0.0       LOSA                0.1          0.7         0.00        0.00      59.9

 9          R2                   20          3.0     0.024              12.4      LOS B                0.1          0.7         0.56        0.73      45.2

 9u         U                     1          3.0     0.024              12.4      LOS B                0.1          0.7         0.56        0.73      45.2

 Approach                       535          3.0     0.269               0.5           NA              0.1          0.7         0.02        0.03      59.2


 West: Woodland Drive       -
                                West

 10         L2                   17          3.0     0.148              20.1      LOSC                 0.5          3.7         0.76        0.89      39.3

 12         R2                   30          3.0     0.148              20.1      LOSC                 0.5          3.7         0.76        0.89      39.3

 Approach                        47          3.0     0.148              20.1      LOSC                 0.5          3.7         0.76        0.89      39.3


 All Vehicles               1223             3.0     0.328               1.4           NA              0.5          3.7         0.05        0.09      57.8



Level of Service (LOS)Method: Delay (HCM 2000).
Vehicle movement LOS values are based on average delay per movement
Minor Road Approach LOS values are based on average delay for all vehicle movements.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road movements.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.

Gap-Acceptance Capacity: SIDRA Standard (Ak lik M3D).
HV (%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.




Processed: Tuesday, 23 July 2013 2:51 :52 PM                     Copyright @ 2000-2013 Akcelik and Associates Pty LId
SIDRA INTERSECTION 6.0.9.3896                                    www.sidrasolutions.com                                        SIDRA
Project: P:12011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\David Low Way               -   Woodland Dr.sip6        INTERSECTION 6
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