Master Transportation Plan Medium-Term Modeling Analysis
Edition and Synchro analyses for 2036 and 2050, even with conservative assumptions on turn-bay storage. Among the signalized options, Alternative 1-2 which introduces a four-lane divided cross- section with two through lanes and one 250 ft left-turn bay per direction on both Old Denton Road and Westport Parkway provides the most balanced performance. All the HCM and Synchro results for the Existing, No-Build and Build conditions for Old Denton Road and Westport Parkway intersection are included in Appendix 3.
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