08/1128 - Response to Information Request [As Published] · 132008.1128

DRAFT

Table 2-2 provides a summary of the traffic volumes used in the analyses for the four-way
intersection. The pedestrian volumes used in the analyses are given in Table 2-3, These are 15-
minute peak volumes. .

Traffic volumes for the intersection when Eenie Creek Road opens have been calculated using data
supplied by Noosa Council and the traffic surveys carried out in February 2008 by AusTraffic. Volumes
for movements to and from Eenie Creek Road were determined using data from future years are a pro
rata approach.

An annual growth rate of 0.75% has been applied to all traffic and pedestrian movements to obtain
future traffic volumes for the traffic analyses. This growth rate is from Maunsell’s recent traffic
assessment for David Low Way / Solway Drive.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Table 2-2 Four-Way Intersection - Traffic Volumes, 16 minute Peak Pertod .
2008 2018 2028
AM PM AM PM AM PM

Ben Left 62 50 67 54 72 57
Lexcen Through | 37 30 40 32 43 34
Drive (S) TRignt [3 3 4 3 4 3
Heathland | Left 18 14 19 15 20 18
Drive (E) [Through | 110 88 116 04 126 101

Right 27 22 29 24 32 25
Ben Left 4 3 5 ‘ 4 § 4
Lexcen Through 18 14 19 15 20 16
Drive (N) Right 7 13 18 14 19 18
Eenie Left 41 33 44 35 47 37
Kn aa Wy) Through | 53 42 57 45° 61 49

Right 63 50 68 54 72 58
Table 23 Four-Way Intersection — Pedestrian Volumes, 16 minute Peak Period

2008 2018 2028
AM PM AM PM AM PM

Across Ben
Lexcen Drive 4 4 1 4 1 5
(S)
Across
Heathland 14 6 15 6 16 7
Drive (E) :
Across Ben
Lexcen Drive 4 1 4 41 5 4
(N)
Across Eenie .
Creek Road 10 16 "1 7 11 18
wm)

 

 

 

 

 

 

 

 

Sunshine Beach Intersection Analyses - Ben Lexcen Drive / Heathland Drive / Eenie Creek Road

\AUBNE1 FP001Vobs\Projects\60039334\4. Tech Work Ares4.3 Engineering\intersection

AnalysestHeathland Drive\Reporting\intersection Analysis_RevA_20080506.doc

Revision A & May 2008 Page3 MAUINSELL | AECOM