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10. APP E. Traffic Impact Assessment Report
Attached to the e-mail MCU14/0102 Development application Part 2 of 4 App E Traffic Report, App F Landscape Plan.
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
PEKOL TRAFFIC & TRANSPORT These analyses were based on the traffic count data presented in Appendix A with: SIDRA default gap acceptance parameters circulating widths and central island diameters as measured from aerial photography Peak Flow Factors (PFF), as detailed in Table 2.2 the observed proportion of heavy vehicles (%HV) for each movement SIDRA default values for other parameters P:\2014-15\15-067 LIONEL DONOVAN DRIVE, NOOSAVILLE\REPORTS\139 EUMUNDI ROAD, NOOSAVILLE TIA REPORT.DOCX 6
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