Risk Distribution Characteristics and Optimization of Short Weaving Area for Complex Municipal Interchanges

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Ramp design speed (km/h)</td><td class="align_center">120</td><td class="align_center">100</td><td class="align_center">80</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Traffic capacity of LOS 2</td><td class="align_center">1200</td><td class="align_center">1150</td><td class="align_center">1100</td></tr><tr><td class="align_left">Traffic capacity of LOS 3</td><td class="align_center">1650</td><td class="align_center">1600</td><td class="align_center">1500</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Expressway single-lane service traffic volume.</div>

Journal of Advanced Transportation

tab2

Table 2

Table 2: Risk Distribution Characteristics and Optimization of Short Weaving Area for Complex Municipal Interchanges 