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

MOVEMENT SUMMARY
Site: 2015 SAT Pre Development
12-060 Peregian Beach SC
David Low Way I Woodland Drive
2015 SAT Pre Development
Giveway I Yield (Two-Way)




                                    1.0     0.305           0.5       LOSA                 0.0         0.0    0.00   0.06     59.3

 2          T1              564     1.0     0.305           0.5       LOSA                 0.0         0.0    0.00   0.06     59.3

 3u         U                14     1.0     0.012          13.2      LOS B                 0.1         0.4    0.48   0.71     45.0

 Approach                   604     1.0     0.305           0.8          NA                0.1         0.4    0.01   0.07     58.9

 North: D vid Low Way   -   North

 8          T1              480     1.0     0.248           0.0       LOSA                 0.0         0.0    0.00   0.00     59.9

 9          R2                5     1.0     0.007          12.5      LOS B                 0.0         0.2    0.53   0.70     45.5

 9u         U                       1.0     0.007          12.5      LOS B                 0.0         0.2    0.53   0.70     45.5

 Approach                   486     1.0     0.248           0.2          NA                0.0         0.2    0.01   0.01     59.7




 Approach                    53     1.0     0.149          19.1      LOS C                 0.5         3.7    0.74   0.90     40.2


 All Vehicles           1143        1.0     0.305           1.4          NA                0.5         3.7    0.04   0.08     58.0



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 20134:50:35 PM           Copyright @ 2000-2013 Akcelik and Associates Ply Ltd
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