Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092

       from the proposed shopping centre development during typical Thursday evening and Saturday morning

       peak hours are presented in Table 4.1 and 4.2 respectively.



       Table 4.1:                THURSDAY EVENING PEAK HOUR TRAFFIC GENERATION


       I..op     ea...ory                     II Factor]1                        OFA
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       Table 4.2:                  SATURDAY MORNING PEAK HOUR TRAFFIC GENERATION




        Typically, 15% of the trips generated by retail developments already occur on the adjacent local road
        network. These trips are commonly referred to as ’drop-in’ trips. Therefore, of the 205vte generated

        during a Thursday evening peak hour by the proposed development, only about 175 (ie 85%)of these will
        be new trips on the adjacent road network (ie David Low Way). In the same way, of the 242vte generated

        during a Saturday peak hour, only approximately 206 of these will be new trips on the adjacent road
        network. However, the full generation was applied for intersection analysis and hence the results are

        considered robust.




4.4     Directional Distribution


        The clistribution of the proposed development related traffic on the existing road network has been

        estimated based on the directional split inherent in the traffic surveys. The expected development traffic

        distribution is shown in Figure 4.1.




P:120J/./21J2.060PEREGIANBEACHSCIREPORTSIJ2-060PEREGIANTlAREVISIONA,DOcr                                                                                                          15