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Pages 33-40

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From page 33...
... 33   C H A P T E R 4 The statement of work for this research called for using both a risk-based and benefit–costbased approach in the development of the guidelines. In the very short period since this work commenced, two separate but influential research efforts were completed that caused a shift in the approach to both geometric and roadside design.
From page 34...
... 34 Selection and Placement Guidelines for Test Level 2 Through Test Level 5 Median Barriers EAFS = Highway and traffic characteristic encroachment adjustment factors for the highway segment of interest. LS = Segment length in miles.
From page 35...
... Methodology 35   downstream face of the last feature plus VW sin(θ85) as long as the spacing between features is less than WB/tan θ15.
From page 36...
... 36 Selection and Placement Guidelines for Test Level 2 Through Test Level 5 Median Barriers heading represents a variable of the governing equation that will be used for MASH median and roadside barrier selection and placement guideline development. Detailed statistical modeling is provided, when necessary, in the appendices to support these variable summaries, as outlined below.
From page 37...
... Methodology 37   Yj (ft)
From page 38...
... 38 Selection and Placement Guidelines for Test Level 2 Through Test Level 5 Median Barriers 4.3 Probability of Passing Through a Feature (THRj) THRj is "the conditional probability of passing through feature j given the vehicle interacts with feature j." (Ray, forthcoming)
From page 39...
... Methodology 39   analysis of the simulated data are documented in Appendix E Probability of Passing Across the Opposing Lanes (THREOL)
From page 40...
... 40 Selection and Placement Guidelines for Test Level 2 Through Test Level 5 Median Barriers Lane Volume (veh/day) THREOL Rural THREOL Urban Lane Volume (veh/day)

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