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

MOVEMENT SUMMARY
Site: 2015 SAT Pre Dev

12-060 Perigian Beach
Woodland Drive I Rufous Street
2015 SAT Pre Development
Giveway I Yield (Two-Way)




                                   1.0       0.047          10.8      LOS B             0.2           1.3   0.25    0.67      47.1

                             35    1.0       0.047          10.8      LOS B             0.2           1.3   0.25    0.67      47.1

                             37    1.0       0.047          10.8      LOS B             0.2           1.3   0.25    0.67      47.1

      Woodland Drive   -   East

            L2               35    1.0       0.035           5.0       LOSA             0.0           0.0   0.00    0.47      53.3

            T1                                                                          0.0           0.0

 Approach                    66    1.0       0.035           5.0          NA            0.0           0.0   0.00    0.47      53.3

 West.:._WooOnd Drive   -   W st
 11         T1               55    1.0       0.030           0.6       LOSA             0.2           1.2   0.16    0.05      56.1

 12         R2               2     1.0       0.030           0.6       LOSA             0.2           1.2   0.16    0.05      56.1

 Approach                    57    1.0       0.030           0.6          NA            0.2           1.2   0.16    0.05      56.1


 All Vehicles               160    1.0       0.047           4.8          NA            0.2           1.3   0.11    0.37      52.7



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 2:28:45 PM           Copyright @ 2000-2013 Akcelik and Associates Ply LId
SIDRA INTERSECTION 6.0.2.3730                        www.sidrasolutions.com                                 SIDRA
Project: P:12011-12\12-060 Peregian Beach SC\Calcs\SIDRA\Revised SIDRA\Woodland Dr- Rufous St.sip6          INTERSEtTION 6.
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