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Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092
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"EKOl T~APFlC & TIlANSPOllT
Table 4.4: WOODLAND DRIVE / RUFOUS STREET OPERATIONS
!PEAK HOU~ & SCENARIO
]~DEG:~:~[PER::IIRJtcRmCAL MOVEMENT
Evening Peak
.- ,.
2013 Existing Conditions 5% 0.2 South: Rufous Street. Left and Right
2015 Pre Development 5% 0.2 South: Rufous Street - Left and Right
.-
_--:i.::...
2015 Post Development 20% 0.9 South: Rufous Street -
Left and Right
1
. = .,
.
2025 Pre Development ~ . 5%
"
" 0.2 South: Rufous Street -
Left and Right
1-_
.- ’ , ..~
2025 Post Development 21%
’-! 0.9 South: Rufous Street. Left and Right
"
;1":
I’
Saturday Peak ,
~ ,
- - .
2013 Existing Conditions 5% 0.2 South: Rufous Street Left and Right
ir -
--
,_ -
2015 Pre Development 5% 0.2 South: Rufous Street - Left and Right
."
. .
2015 Post Development 23% 1.0 South: Rufous Street -
Left and Right
~. -
- .
’
:!
2025 Pre Development 5% " 0.2 South: Rufous Street -
Left and Right
. , .
2025 Post Development 24% 1.1 South: Rufous Street - Left and Right
._t._
The results in Table 4.4 indicate that even with the addition of development related traffic, the Woodland
Drive / Rufous Street intersection will experience "excellent" conditions.
4_5.3 Summary
Based on the analysis of expected future year operations it is concluded that:
intersection operations will be very good or excellent
th,e proposed development will not adversely effect local traffic operations
no intersection upgrades are required to support the proposal
P:12011-12112-060PEREGIAN BEACHSCIREPORTSI12-060PEREGLAN TIA REVISIONA.DOCX 18
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