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<br />ns <br />29 <br />from <br /> <br />bicyclist activity expected <br /> / <br />impact on overall intersection operations, <br /> <br />negligible <br />turn lane. This configuration promotes higher travel <br />- <br />as well as the <br />is by motorists trying to get through the intersection faster. From a <br /> <br /> <br /> <br />sed, it <br />Avenue), <br /> <br />th <br />pedestrian crossing. With additional pedestrian <br />existing <br />lane reduction in the northbound direction through the CSAH 14 (Main Street) intersection. <br />is the <br /> <br />turn lane should be considered. <br />- <br /> <br />ed right <br />The first change <br />Intersection <br />Avenue) and CSAH 14 (Main Street) intersection, there are two changes offered for further consideration as the project moves <br /> <br />a potential safety risk associated with the <br />th two (2) northbound through lanes that begin and end immediately south and north of the intersection, respectively. Observatio <br /> <br />s <br />westbound channeliz <br /> <br />create <br />currently <br /> <br />that both through lanes are marginally used, and when they are u <br />here are <br />CSAH 14 (Main Street) At the CSAH 54 (20towards design development. Tindicate traffic operations perspective, there is not significant operational change in delays or queues by removing <br /> one of the northbound through lanes.The second change is the potential removal of the westbound to northbound channelized rightspeeds and the extension of the multiuse trail along the <br /> east side of CSAH 54 (20removing the <br /> <br />