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

MOVEMENT SUMMARY
\l Site: 2015 SAT Post Dev
12-060 Perigian Beach
Woodland Drive I Rufous Street
2015 SAT Post Development
Giveway I Yield (Two-Way)



 Movement Performance                  -   Vehicles
 Mov        A’?              Demand Flows                       Deg..          f.verage       Level of     95% Back of Queue         ’.   ’.Prop.    Effective ’Average’
  10    ’Mov                 Total            HV                Satn   .
                                                                           .

                                                                                Delay         Service      Vehicles’          Distance     Queued    Stop Rate   Speed"
        .
                .
                    ..
                             veh/h             %d,    .,
                                                           ",    v/     s’.".      sec    "         l’   ,v ’.’ ven      .’     .
                                                                                                                                    ’m
                                                                                                                                             ’,.’
                                                                                                                                                        er veh     km/h\
 South: Rufous Street    -
                             South

 1          L2                     9          1.0           0.278                  11.8        LOSB                1.3              9.0       0.42        0.72     45.8

 3          R2                   183          1.0           0,278                  11.8        LOS B               1.3              9.0       0.42        0.72     45.8

 Approach                        193          1.0           0.278                  11.8        LOS B               1.3              9.0       0.42        0.72     45.8

 East: Woodland Drive    -
                             East

 4          L2                   183          1.0           0.115                  7.9         LOSA                0.0              0.0       0.00        0.62     49.8

 5          T1                    31          1.0           0.115                  7.9         LOSA                0.0              0.0       0.00        0,62     49.8

 Approach                        214          1.0           0.115                  7.9            NA               0.0              0.0       0.00        0.62     49.8

 West: Woodland Drive        -
                                 West

 11         T1                    53          1.0           0.036                  2.3         LOS A               0.2              1.5       0,32       0.16      52.3

 12         R2                     9          1.0           0.036                  2.3         LOS A               0.2              1.5       0.32       0.16      52.3

 Approach                        62           1.0           0.036                  2.3            NA               0.2              1.5       0.32       0.16      52.3


 All Vehicles                    468          1.0           0.278                  8.8            NA               1.3              9.0       0.22       0,60      48.4



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 elik M3D).
HV (%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.




Processed: Tuesday, 23 July 2013 5:13:50 PM                            Copyright @ 2000-2013 Akcelik and Associates Ply LId
SIDRA INTERSECTION 6.0.9,3896                                          www.sidrasolutions.com                                                SIDRA
Project: P:\2011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIWoodland Dr                           -
                                                                                                                 Rufous St.sip6              INTERSECTION 6
8000122, ADAM PEKOL CONSULTING, PLUS /1 PC