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Travel Time Studies
Warrants For Conversion
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added travel advance exit assumed Average Daily Traffic Braunfels BUSINESS ESTABLISHMENT LOCATED changes in travel circuity of travel contraflow access contraflow circulation conversion from two-way conversion to one-way CRITICAL LANE VOLUMES cross road interchange crossover DAILY TRAFFIC ENTERING DELAY RATE developed diamond interchanges distance between interchanges due to conversion FAILED BUSINESS ESTABLISHMENT feet Figure 11 Figure Figure Figure frontage road conversion frontage road operation frontage road traffic frontage road volume impacts interchange spacings K-factor Located on Two-Way motorist MUTCD near-side destination negative band one-way flow one-way frontage roads one-way operation PASSER peak hour percent SDHPT separation distance service capacity signal warrant Southwest Parkway street circulation street system SUM OF CRITICAL Table Table Table Tabor Road Texas A&M University Texas Transportation Institute traffic conditions traffic signal traffic volumes travel time due Trip Type turning movement two-way frontage roads two-way operation two-way to one-way U-turn lanes volume warrant warranting volumes