08/1128 - Response to Information Request [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 95" Percentile
Period Saturation (%) —_ Delay (s) Queue (m)
Left 59 10 43.
Ben Lexcen *
Drive (South) Through 59 8 43
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 >
Drive (South) Through 27 6 415
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. ,

 

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TITLE\FINALWOOO2REPORT_JUNE08_V2.D0C Issue 24 June 2008