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

MOVEMENT SUMMARY
\l Site: 2025 PM Pre Dev
12-060 Perigian Beach
Woodland Drive I Rufous Street
2025 PM Pre Development
Giveway I Yield (Two-Way)



 Movement Pe         ormance           -   Vehicles
 Mov           00            Demand Flows,’;)l~ rIDeg:;’~ ," Average,’
                                                                     .
                                                                                         Level of’"             95% Back of Queue             Prop"           Effective         Average.
 ’19                       ~otal~.’;,~~’,H:vt~,-’:~:~atr
                                                                                                                                                         .



           ’Mov                                                          w"Delay. (. ~ervi;e’"                   Vehic:les’ Dlstanc~, ":pue,ued              ,St,opRate, Speed,
,,’!{tc,   N    c:   ’
                         ,vehlh          %~’~.if",
                                       ’IJ ’w,1!,t         I   .v/e),’."Y,,: ’,"see 7   _,
                                                                                             .’1"#’..f\’l’lf,   ,i’;" veh               m    ~"   _
                                                                                                                                                      ", ’1
                                                                                                                                                               ’


                                                                                                                                                                   er veh   ’
                                                                                                                                                                                 ’km/h
 South: Rufous Street    -   South

 1             L2                  2                 1.0   0.049             10,8             LOS B                     0.2            1.3        0.30              0,66           46.7

 3             R2                 34                 1.0   0.049             10.8             LOS B                     0.2            1.3        0.30              0.66           46.7

 Approach                         36                 1.0   0.049             10.8             LOS B                     0.2            1.3        0.30              0.66           46.7

 East: Woodland Drive     -
                              East

 4             L2                 34                 1.0   0.053              3.1             LOSA                      0.0            0.0        0.00              0.34           55.5

 5             T1                 67                 1.0   0.053              3.1             LOSA                      0.0            0.0        0.00              0.34           55.5

 Approach                        101                 1.0   0.053              3.1                   NA                  0.0            0.0        0.00              0.34           55.5

 West: Woodland Drive        -
                                 West

 11            T1                 57                 1.0   0.031              0.7             LOS A                     0.2            1.3        0.20              0.04           55.3

 12            R2                 2                  1.0   0.031              0.7             LOSA                      0.2            1.3        0.20              0.04           55.3

 Approach                         59                 1.0   0.031              0.7                   NA                  0.2            1.3        0.20              0.04           55.3


 All Vehicles                    197                 1.0   0.053              3.8                   NA                  0.2            1.3        0.12              0.31           53.6



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, 23 July 2013 5:03:49 PM                         Copyright@ 2000-2013 Akcelik and Associates Ply LId
SIDRA INTERSECTION 6.0.9.3896                                       www.sidrasolutions.com
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Project: P:12011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIWoodland Dr                                -   Rufous St.sip6              INTERSECTION 6
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