Response to Information Request 5-7 Rufous Street Peregian Beach - Attachment E MCU13/0092

MOVEMENT SUMMARY
\l Site: 2015 PM Post Development
12-060 Peregian Beach SC
David Low Way / Woodland Drive
2015 PM Post Development
Giveway / Yield (Two-Way)



 Movement Performance                            -   Vehicles
                                                                                                                                                                               "

 Mov      ",:~ 00   :~,’1’1- Demand Flows "’;;;J~.J ’Deg.~,: ’rAverage.", Level of     95% Bac;:k of Queue. ’’’t.~’’::~di’rop.
                                                                                                                               Effective, Average
 ,Iqt’ ,’,::fI(1oy; <", Total, ,~ ".~V ":~.; ~ ~~trL". .~Delay
                                   "



                                                                          Service:: ,/ ’te~icJes.’;.1’Di~tance:i ’~g~.eyed’ ~top Rate Speed
                                                                                                            <hr,
                                                                                                                                                              1

                            ~Y0t v’;~veh/h r%1.’~
                                                          .                                        "


                                                          V~’" olo~ "\V’~i r’r vIe, .. ~ ~;" J see:ff
                                                                                                                   \             +
 f"i4!AtY.,j-’ W’.*Jr~:4~’ ;                          ~                                                 .
                                                                                                                       11" ’t   ,"   ,,’
                                                                                                                                           veh           mil:""   ,,:’,,’"~ ,V\ (."’’’   er veh   km/h
 South: David Low Way South            -




 1               L2                         98                3.0       0.368                1.3            LOSA                           0.1          0.5             0.00              0.17    58.0

 2               T1                        601                3.0       0.368                1.3            LOSA                           0.1          0.5             0.00              0.17    58.0

 3u               U                         17                3.0       0.016               13.2            LOS B                          0.1          0.5             0.51              0.71    44.7

 Approach                                  716                3.0       0.368                1.6                   NA                      0.1          0.5             0.01              0.18    57.6


 North: David Low Way                  -
                                           North

 8               T1                        523                3.0       0.273                0.0            LOSA                           0.4         2.8              0.00              0.00    59.9

 9               R2                         77                3.0       0.099               13.0            LOS B                          0.4         2.8              0.60              0.83    44.7

 9u               U                          1                3.0       0.099               13.0            LOS B                          0.4         2.8              0.60              0.83    44.7

 Approach                                  601                3.0       0.273                1.7                   NA                      0.4          2.8             0.08              0.11    57.4


 West: Woodland Drive                  -
                                           West

 10              L2                         79                3.0        0.115              14.5            LOS B                          0.6         4.1              0.70              0.83    43.5

 12              R2                         88                3.0       0.437              32.5             LOS D                          1.6         11.7             0.90              1.02    32.4

 Approach                                  167                3.0       0.437              24.0             LOSC                           1.6         11.7             0.80              0.93    36.9


 All Vehicles                          1483                   3.0       0.437                4.2                   NA                      1.6         11.7             0.13              0.23    54.1



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: Thursday, 25 July 2013 1 :56:19 PM                                     Copyright@ 2000-2013 Akcelik and Associates Pty lid
SIDRA INTERSECTION 6.0.9.3896                                                     www.sidrasolutions.com                                                              SIDRA
Project: P:\2011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIDavid Low Way                                                   -
                                                                                                                                           Woodland Dr.sip6           INTERSECTION 6
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