题名: |
Re-Evaluation of Ramp Design Speed
Criteria: Review of Practice and
Data Collection Plan |
作者: |
Michael Hunter and Randy B. Machemehl |
关键词: |
Design speed, ramp speed, interchange and ramp
types, accidents, entrance ramps, exit ramps, sight
distance, deceleration lanes, acceleration lanes, ramp
design speed criteria
|
摘要: |
Freeway ramp design speed criteria contained in current American Association of Highway and Transportation Official (AASHTO) and Texas Department of Transportation (TxDOT) design policies have been traced through roughly 50 years of technical literature. The evolution of design speed criteria has been documented and a technical rationale leading to periodic changes has been included. TxDOT ramp design speed criteria are, essentially, the AASHTO criteria. The origins of driver acceleration and deceleration rates, which are built into the AASHTO criteria, are experimental studies performed during the late thirties. Several studies have raised questions about the appropriateness of the AASHTO minimum allowable ramp design speed, which is 50 percent of the freeway design speed. Questions have also been raised about the adequacy of high-speed ramp lengths designed by AASHTO criteria. A conceptual data collection plan has been designed to provide information that will answer questions regarding current criteria. Additionally, anationwide survey of ramp design agencies indicates that 1) there is a variety of different design policies, 2) most designers nave concern for entrance ramps, as opposed to exits, and 3) safety is the most commonly used evaluation measure. |
报告类型: |
科技报告 |