080626 FINAL Traffic Report version 2.pdf [As Published] · 132008.1128

Blue Care Property Development Unit                                                    Blue Care Sunrise Beach
                                                                                      Traffic Impact Assessment




                  Table 4.4b – Ben Lexcen Drive / Girraween Court Intersection
                               Analysis Results: 2019 Design Year
                       Peak        Approach Movement          Degree of     Average       95th Percentile
                     Period                               Saturation (%)    Delay (s)         Queue (m)

                                                        Left            59          10                    43
                                     Ben Lexcen
                                                     Through            59            8                   43
                                    Drive (South)
                                                       Right           60           16                    43
                    AM Peak           Ben Lexcen     Through            27            5                   14
                                     Drive (North)     Right            27          12                    14

                                       Girraween        Left            18            4                     9
                                     Court (West)      Right            18          14                      9

                                                        Left            27            9                   15
                                     Ben Lexcen
                                                     Through            27            6                   15
                                    Drive (South)
                                                       Right           27           14                    15
                    PM Peak           Ben Lexcen     Through            65            5                   19
                                     Drive (North)     Right            65          12                    19

                                       Girraween        Left            18            7                     8
                                     Court (West)      Right            18          13                      8


                 The above results demonstrate that both intersections are predicted to operate well within
                 acceptable limits during the 2019 morning and evening commuter peak, with the intersection
                 volumes and geometries assumed.




J:\86000\86512\66\DOCUMENTS\REPORTS\REPORT             Page 15                                                 Arup
TITLE\FINAL\0002REPORT_JUNE08_V2.DOC                                                           Issue   24 June 2008