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Appendix D - traffic impact assessment

Attached to the e-mail MCU15/0111 & REC15/0031 Development Application D - Traffic Impact assessment Email 5 of 8.

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                                                                                                     Traffic Analysis and Reporting System
                                                                                                     Intersection Analysis Report                                                                                   TARS
                                                                     Region 207 - North Coast        Road Section 145 - Cooroy Connection Road
16-Nov-2014 13:13                                                                   Intersection 95 - Rd142/Rd145 1.96km (Id95)                                                                            Page 1 of 2 (2 of 3)
                                                                                      Wednesday 09-Feb-2011 06:00 - 18:00

                                                                                                                  Summary



         Rd Section 145   Site 21832                                                 N                                                            Road
             Leg 1     0 degrees                                                                                                  Leg   Angle     Section     Site    TDist   Site Description
                                                                                                                                    1         0   145        21832    1.980   Rd 145-Int Rd 142 S/B
                                                                                                                                    2        90   142        21833    0.000   Rd 142-Int Rd 145 W/B
                                 3,479 (5.3% HV)
                                 1,742 (5.7% HV)



                                                                                                                                    3       180   145        21834    1.980   Rd 145-Int Rd 142 N/B
           (5.6% HV)
           3839




                                                                                                                            Leg    Period     Left Turn     Through   Right Turn    U Turn   Pedestrians
                                                                                                                             1      Total       1742          3479


                                                                       Rd Section 142
                                                                                                                                              5.7% HV       5.3% HV
                                                       4575               Leg 2                                                   AM Peak        218           529
                                                       (6.3% HV)                                                                              2.8% HV       4.3% HV
                                                                                                                                  PM Peak        154           421
                                                                                                                                              4.5% HV       6.7% HV
                                                                                    90 degrees



                                                                                                                             2     Total        3208                      1010
                                                                                                                                              7.9% HV                   7.0% HV
                                                                                        Site 21833




                                                                                                                                  AM Peak        397                       62
                                                   1,010 (7.0% HV)                                                                            7.1% HV                   4.8% HV
                                                                                                                                  PM Peak        327                       71
                                                   3,208 (7.9% HV)                                                                            8.9% HV                   8.5% HV
                                                                                                                             3     Total                      2829        2833
                                                                                                                                                            5.1% HV     6.7% HV
                                                                                                                                  AM Peak                      323         260
                                                                                                                                                            6.2% HV     6.5% HV
                                                                                                                                  PM Peak                      350         354
                                                                                                                                                            6.6% HV     7.1% HV
             2,829 (5.1% HV)
             2,833 (6.7% HV)




                               (6.6% HV)
                               6687




         Rd Section 145   Site 21834
           Leg 3      180 degrees
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