A Study to Develop Warrants for Conversion to One-way Frontage Roads |
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added travel advance exit assumed Average Daily Traffic Boonville 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 exit ramp FAILED BUSINESS ESTABLISHMENT feet Figure 11 Freeway Frontage Road frontage road conversion frontage road operation frontage road traffic frontage road volume impacts interchange spacings K-factor LOCATED ON TWO-WAY motorist near-side destination negative band one-way flow one-way frontage roads one-way operation PASSER peak hour percent rural SDHPT separation distance service capacity signal warrant street circulation street system SUM OF CRITICAL Tabor Road Texas A&M University Texas Transportation Institute tourist 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