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

MOVEMENT SUMMARY
Site: 2025 PM Pre Development
12-060 Peregian Beach SC
David Low Way I Woodland Drive
2025 PM Pre Development
Giveway I Yield (Two-Way)


                                                               --          -           -




 Movement Performance                -
                                         Vehicles
~Mov
                                            ~;:’~P~gj:;,’I~yerag~.~L.1;Level oq;~I’:95%’
                           Dema,n<;l ,FLows~’;                                                    Oue~~~"_,~;:). ~roP:!l~f~Ettt?.ctl’l~:’~~~[’.
                                                                                                     Ba,~~    f                 j’                                   er


       ’\~~~l.O.(~
;1IP,~~~~~.M   Z~iflJIot.’!!~’;’;1.t’i’HV ::~t~t~tsa.t~~lJ[).~laYi;                N~.r,i.cJ~~,;..,~19!1\~?e: fQ~e<u~?:!l;’;,s~o~
                                                                           ’l),l,S,:rvice ’.i~.
                                                                           ;                                                                  ~peedg~~’
                                                                                                                                                      ,~ate:’t,1            ,


i!ki’;:,., .jM{,~...   ,~ veh/h’.~,~~~o/o0l’l.)th~.4’V/C,^",0t0K1sec ,"J       ’
                                                                                   ~; "~~ ,}~" :,-’;",weh             m    ’.J;,r",-<l.t, J’..;’.;;;, Hll er veh ;,i;t~"ikm/h
 South: David Low Way_     -
                               South
 1               L2             33          1.0     0,326            0.6           LOS A                0.0         0.0              0.00              0.07           59.2

 2              T1             596          1.0     0.326            0.6           LOSA                 0.0         0.0              0.00              0.07           59.2

 3u              U              20          1.0     0.019           13.4           LOS B                0.1         0.5              0.50              0.73           44.8

 Approach                      649          1.0     0.326            0.9               NA               0.1         0.5              0.02              0.09           58.6


 North: David Low W y~ North
                           -




 8              T1             511          1.0     0.264            0.0           LOSA                 0.0         0.0              0.00              0.00           59.9

 9              R2              16          1.0     0.020           12.7           LOS B                0.1         0.6              0.55              0.75           45.2

 9u              U               2          1.0     0.020           12.7           LOS B                0.1         0.6              0.55              0.75           45.2

 Approach                      529          1.0     0.264            0.5               NA               0.1         0.6              0.02              0.03           59.3

 West: Woodland Drive      -
                               West
 10              L2              5          1.0     0.128           21.8           LOSC                 0.4         2.9              0.79              0.93           38.4

 12             R2              30          1.0     0.128           21,8           LOSC                 0.4         2.9              0.79              0.93           38.4

 Approach                       35          1.0     0.128           21.8           LOSC                 0.4         2.9              0.79              0.93           38.4


 All Vehicles              1214             1.0     0.326            1.3               NA            0.4            2.9              0.04              0.09           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 2013 4:50:33 PM
SIDRA INTERSECTION 6.0.2.3730
                                                            Copyright@ 2000-2013 Akcelik and Associates Ply Ltd
                                                            www.sidrasolutions.com
                                                                                                                                     SlfAA
Project: P:12011-12112-060 Peregian Beach SCICalcslSIDRAIRevised SIDRAIDavid Low Way
8000122,ADAM PEKOL CONSULTING, PLUS /1PC
                                                                                                    -
                                                                                                        Woodland Dr.sip6
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