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

MOVEMENT SUMMARY
Site: 2013 PM Existing Conditions

12-060 Perigian Beach
Woodlland Drive I Rufous Street
2013 PM Existing Conditions
Giveway I Yield (Two-Way)




                                   1.0       0.047          10.7      LOS B            0.2           1.3

            R2                     1.0       0.047          10.7      LOS B            0.2           1.3

                             37    1.0       0.047          10.7      LOS B            0.2           1.3

       Woodland,Drive   -
                            East

 4          L2               35    1.0       0.041           4.3      LOSA             0.0           0.0   0.00     0.43      54.1

 5          T1               42    1.0       0.041           4.3      LOSA             0.0           0.0   0.00     0.43      54.1

 Approach                    77    1.0       0.041           4.3         NA            0.0           0.0   0.00     0.43      54.1

 West: Woodland Drive   -
                            West
 11         T1               37    1.0       0.021           0.8      LOSA             0.1           0.8   0.17     0.07      55.7

 12         R2                2    1.0       O.              0.8      LOSA             0.1

 Approach                    39    1.0       0.021           0.8         NA            0.1           0.8   0.17     0.07      55.7


 All Vehicles               153    1.0       0.047           4.9         NA            0.2           1.3   0.10     0.39      52.6



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 20134:44:14 PM            Copyright@ 2000-2013Akcelik and Associates Ply Ltd
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