Research on Model Development for Freeway Safety Facilities

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left"><span style="width: 11.5092ptpx;"><svg height="9.21094pt" id="M33" style="vertical-align:-0.2129908pt" version="1.1" viewbox="-0.0498162 -8.99795 11.5092 9.21094" width="11.5092pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.0135,0,0,-0.0135,0,0)"><path d="M822 650H589L583 622C660 617 677 607 674 561C672 534 664 481 647 390L600 137H596L273 650H126L120 622C176 620 194 615 207 594C221 571 225 557 214 504L161 257C141 166 129 112 121 85C108 42 83 30 29 28L23 0H260L266 28C193 33 173 42 176 89C178 122 186 172 202 255L256 527H259L583 -8H612L690 390C708 481 720 535 728 558C744 603 756 619 816 622L822 650Z" id="g113-79"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="839" vert-adv-y="839"></glyph.data></g></svg></span></td><td align="center">6</td></tr><tr><td align="center" colspan="2"><hr/></td></tr><tr><td align="left">Kendall’s <svg height="9.21094pt" id="M34" style="vertical-align:-0.2129908pt" version="1.1" viewbox="-0.0498162 -8.99795 13.3451 9.21094" width="13.3451pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.0135,0,0,-0.0135,0,0)"><path d="M962 650H739L732 622L760 619C812 613 819 604 798 552C760 457 671 267 606 131H604L511 638H480L237 131H233L183 554C177 607 183 614 226 619L248 622L257 650H24L17 622C88 615 92 611 103 524L173 -11H203L450 491H453L543 -11H575L839 529C882 609 886 613 953 622L962 650Z" id="g113-88"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="974" vert-adv-y="974"></glyph.data></g></svg></td><td align="center">0.935</td></tr><tr><td align="center" colspan="2"><hr/></td></tr><tr><td align="left">Chi-Square</td><td align="center">50.514</td></tr><tr><td align="center" colspan="2"><hr/></td></tr><tr><td align="left">df</td><td align="center">9</td></tr><tr><td align="center" colspan="2"><hr/></td></tr><tr><td align="left">Asymp. Sig.</td><td align="center">0.000</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Kendall’s <svg height="9.21094pt" id="M32" style="vertical-align:-0.2129908pt" version="1.1" viewbox="-0.0498162 -8.99795 13.3451 9.21094" width="13.3451pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.0135,0,0,-0.0135,0,0)"><path d="M962 650H739L732 622L760 619C812 613 819 604 798 552C760 457 671 267 606 131H604L511 638H480L237 131H233L183 554C177 607 183 614 226 619L248 622L257 650H24L17 622C88 615 92 611 103 524L173 -11H203L450 491H453L543 -11H575L839 529C882 609 886 613 953 622L962 650Z" id="g113-88"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="974" vert-adv-y="974"></glyph.data></g></svg> test statistics.

Mathematical Problems in Engineering

Research on Model Development for Freeway Safety Facilities

Table 6