Skip to the record
The only place to find full transcripts.

Original source · versioned page text

Attachment 9 - Traffic Engineering Report

of 49

Page text shows just the words. Original shows the document exactly as it was published.

Page text read automatically using OCR, there may be inaccuracies

Developement Volumes - Relocatable Dwellings
AM Peak                            Site Access
PM Peak
                                  100% 100%
                                  100% 100%

                                         80% 20%
         Myall Street                                                                                        Nandroya Road
                          80% 80%        80% 20%                                 0% 0%
          80% 80%         0% 0%                              20% 20%   20% 20%   20% 20%                        0% 0%
          80% 80%                                20% 20%     20% 20%   20% 20%                       0% 0%      0% 0%
                                                 0% 0%                              20% 0%           0% 0%
                                                                                    20% 0%



                                                                                           20% 20%
                                                                                           20% 20%

                                                                                           State Route 6


Figure 6.2: Relocatable Dwellings Development Traffic Distribution

Developement Volumes - Golf Course Clubhouse
AM Peak                            Site Access
PM Peak
                                  100% 100%
                                  100% 100%

                                         80% 20%
         Myall Street                                                                                        Nandroya Road
                          80% 80%        80% 20%                                 0% 0%
          60% 60%        -20% -20%                           0% 0%     20% 20%   20% 20%                        0% 0%
          60% 60%                                 20% 20%    0% 0%     20% 20%                       0% 0%      0% 0%
                                                 -20% -20%                          20% 0%           0% 0%
                                                                                    20% 0%



                                                                                           20% 20%
                                                                                           20% 20%

                                                                                           State Route 6


Figure 6.3: Cooroy Golf Clubhouse Development Traffic Distribution

Application of the above-mentioned traffic generation and distribution assumptions results in the
development traffic volumes shown in Figure 6.4.




Site: Lot 2 & 3 Myall Street, Cooroy                                                                                         20
Reference: 19BRT0357
Log in to download the original file

Attachment 9 - Traffic Engineering Report.pdf · 5.7 MB (large file)

Large file: the download may take up to a minute.

Searchable page text hides email addresses. Original files are unchanged and may show email addresses.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.