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Attachment 5 - Traffic Impact Assessment Final PTT · 132005.638.06
Table 2.5: SIDRA INTERSECTION RATINGS
LEVEL OF DEGREE OF SATURATION
SERVICE SIGNALS ROUNDABOUT PRIORITY
LOS A x ≤ 60% x ≤ 60% x ≤ 60%
LOS B 60% < x ≤ 70% 60% < x ≤ 70% 60% < x ≤ 70%
LOS C 70% < x ≤ 90% 70% < x ≤ 85% 70% < x ≤ 80%
LOS D 90% < x ≤ 95% 85% < x ≤ 95% 80% < x ≤ 90%
LOS E 95% < x ≤ 100% 95% < x ≤ 100% 90% < x ≤ 100%
LOS F 100% < x 100% < x 100% < x
2.7.2 Eumundi Noosa Road / Site Access
The existing layout of the Eumundi Noosa Road / Site Access priority-controlled intersection and
equivalent SIDRA representation are shown in Figure 2.4.
Figure 2.4: EUMUNDI NOOSA ROAD / SITE ACCESS LAYOUT
The results of the intersection analyses are summarised in Table 2.6 and included in Appendix
D. The results indicate that the intersection currently experiences LOS A operations under existing
Tuesday and Sunday peak hour conditions, resulting in relatively low levels of delay and short
vehicle queues (at the intersection).
P:\2025-26\26-369 NOOSA RESOURCE RECOVERY CENTRE\OUTPUTS\26-369 TRAFFIC IMPACT ASSESSMENT FINAL.DOCX 8
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