Refining Lane-Based Traffic Signal Settings to Satisfy Spatial Lane Length Requirements

<div>Optimization of the objective function values during the refinement process under a fixed cycle time, <svg height="8.11156pt" id="M340" style="vertical-align:-2.15065pt" version="1.1" viewbox="-0.0498162 -5.96091 5.41045 8.11156" width="5.41045pt" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink"><g transform="matrix(.013,0,0,-0.013,0,0)"><path d="M384 393C384 425 346 448 294 448C244 448 200 431 150 399C75 351 23 271 23 176C23 90 52 45 132 19C150 13 166 9 195 2C245 -10 260 -27 260 -55C260 -92 234 -127 218 -145L237 -159C271 -137 333 -93 333 -18C333 43 283 62 228 74C199 80 186 84 172 89C116 109 101 150 101 210C101 318 164 400 241 400C276 400 301 390 327 356C334 347 338 343 346 345C367 349 384 374 384 393Z" id="g113-252"></path><glyph.data ascent="3473" descent="-2876" horiz-adv-x="407" vert-adv-y="407" xpluscharwidth="5.291"></glyph.data></g></svg>.</div>

Journal of Advanced Transportation

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Figure 9

Figure 9: Refining Lane-Based Traffic Signal Settings to Satisfy Spatial Lane Length Requirements 