Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092

MOVEMENT SUMMARY
Site: 2025 SAT Pre Development

12-060 Peregian Beach SC
David Low Way / Woodland Drive
2015 SAT Pre Development
Giveway / Yield (Two-Way)




                                    1.0      0.364           0.5      LOSA              0.0            0.0    0.00    0.06    59.3

 2          T1               672    1.0      0.364           0.5      LOS A             0.0            0.0    0.00    0.06    59.3

 3u         U                 17    1.0      0.017          13.7      LOS B             0.1            0.5    0.53    0.74    44.5

 Approach                    720    1.0      0.364           0.8          NA            0.1            0.5    0.01    0.08    58.8

      : David Low   Way -_No.!!h
 8          T1               571    1.0      0.294           0.0      LOSA              0.0            0.0    0.00    0.00    59.9

 9          R2                 6    1.0      0.009          13.3      LOS B             0.0            0.2    0.58    0.74    44.8

 9u         U                       1.0      0.009          13.3      LOS B             0.0            0.2    0.58    0.74    44.8

 Approach                    578    1.0      0.294           0.2          NA            0.0            0.2    0.01    0.01    59.7

       Woodland Drive    -
                             West

            L2                15    1.0      0.212          24.6      LOS C             0.7            5.1    0.83    0.96    36.7

            R2                38    1.       0.212          24.6      LOS C             0.7            5.1    0.83    0.96    36.7

                              53    1.0      0.212          24.6      LOS C             0.7            5.1    0.83    0.96    36.7


 All Vehicles            1351       1.0      0.364           1.5          NA            0.7            5.1    0.04    0.08    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 elik M3D).
HV (%)values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.




Processed: Tuesday, 14 May 2013 4:50:36 PM           Copyright @ 2000-2013 Akcelik and Associates Pty LId
SIDRA INTERSECTION 6.0.2.3730                        www.sidrasolutions.com
                                                                                                              SIDRA
Project: P:12011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIDavid Low Way   -
                                                                                           Woodland Dr.sip6   INTERSEtTlON 6
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