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Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092
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..KOl TRAffiC & TRANSPORT
Figure 4.1: DEVELOPMENT DIRECTIONAL DISTRIBUTION
45%
~
I David low Way (North) J
David low Way (South)
L__
l r r- --
50%
50% 45%
~ 95%
SITE
100%
L 100%__t J RufousStreet I
r t_95%
r- 5%
~ 5%
4.5 Intersection Performance
The likely impact of the proposed development on the future year (2015 and 2025) peak hour operations
on the surrounding road network has been assessed based on the peak hour scenario turning movement
forecasts. A series of SIDRA analyses were conducted for the following intersections.
David Low Way / Woodland Drive intersection
\l\Toodland Drive / Rufous Street intersection
These were based on the turning movement forecasts presented in Appendix E for the following
scenarios:
Existing year (2013)
Opening year (2015)pre-development
Opening year (2015)post-development
Future year (2025)pre-development
Future year (2025)post-development
The results of these analyses are presented in Appendix B and discussed in more detail below.
P:120JJ-J2IJ2.MOPEREGJANBEACHSC1REPORTSIJ2-MOPEREGJANTIAREVISJONA.DOCX 16
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