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

MOVEMENT SUMMARY
Site: 2025 PM Post Development

12-060 Peregian Beach SC
David Low Way / Woodland Drive
2025 PM Pre Development
Giveway / Yield (Two-Way)




            L2                         1.0   0.354           1.2       LOSA             0.0            0.0    0.00   0.16     58.2

 2          T1                 596     1.0   0.354           1.2       LOSA             0.0            0.0    0.00   0.16     58.2

 3u         U                   20     1.0   0.019          13.4      LOS B             0.1            0.5    0.50   0.73     44.8

 Approach                      702     1.0   0.354           1.6          NA            0.1            0.5    0.01   0.17     57.7

 North: D~vid Low Way      -   North

 8          T1                 511     1.0   0.264           0.0       LOSA                0.0         0.0    0.00   0.00     59.9

 9          R2                  63     1.0   0.078          13.2      LOS B             0.3            2.2    0.59   0.83     44.8

 9u         U                    2     1.0   0.078          13.2      LOS B                0.3         2.2    0.59   0.83     44.8

 Approach                      576     1.0   0.264           1.5          NA               0.3         2.2    0.07   0.09     57.8


 1IY.t:..’&’o Hand~Drive   -   West

 10         L2                  58     1.0   0.424          24.9      LOS C                1.9        13.4    0.82   1.02     36.5

 12         R2                  77     1.0   0.424          24.9      LOS C                1.9        13.4    0.82   1.02     36.5

 Approach                      134     1.0   0.424          24.9      LOS C                1.9        13.4    0.82   1.02     36.5


 All Vehicles              1412        1.0   0.424           3.8          NA               1.9        13.4    0.11   0.22     54.7



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 4:50:34 PM           Copyright @ 2000-2013 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.2.3730                        www.sidrasolutions.com
                                                                                                              SIDRA
Project: P:\2011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\David Low Way   -
                                                                                           Woodland Dr.sip6   INTERSECrrON 6
8000122,ADAM PEKOL CONSULTING, PLUS 11PC