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Attachment 5 - Traffic Impact Assessment Final PTT · 132005.638.06
Table 4.4: EUMUNDI NOOSA ROAD / SITE ACCESS
ATTRIBUTE DOS AVG DELAY 95% QUEUE CRITICAL APPROACH
Tuesday Peak Hour
2028 Pre-Development 27% 1.4S 0.5 veh North – Through
2028 Post-Development 27% 1.6s 0.6 veh North – Through
2038 Pre-Development 32% 1.4s 0.7 veh East – Right Turn
2038 Post-Development 32% 1.6s 0.8 veh East – Right Turn
Sunday Peak Hour
2028 Pre-Development 30% 1.2s 0.5 veh North – Through
2028 Post-Development 30% 1.3s 0.6 veh North – Through
2038 Pre-Development 36% 1.2s 0.6 veh East – Right Turn
2038 Post-Development 36% 1.3s 0.7 veh East – Right Turn
4.4.2 Turn Warrant Assessment
An assessment of suitable turn treatments at the site access has been undertaken in accordance
with Figure 4A-1 of TMR’s Road Planning and Design Manual (RPDM) Volume 3: Supplement to
Austroads’ Guide to Road Design Part 4A. The assessment was undertaken using the forecast
2028 background traffic volumes (under the post-development scenario) presented in Appendix
F and the development generated traffic volumes shown in Table 4.5. The adopted parameters
are as follows, with results shown in Figure 4.3 and Appendix G.
Table 4.5: TURN WARRANT ASSESSMENT RESULTS
Design Vols Left Turn Right Turn
(vph): QM QL QM QR
AM: 477 68 1011 41
PM: 553 65 1169 37
Treatment AUL CHR
P:\2025-26\26-369 NOOSA RESOURCE RECOVERY CENTRE\OUTPUTS\26-369 TRAFFIC IMPACT ASSESSMENT FINAL.DOCX 17
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