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Appendix A - Using Prediction Models to Determine Relative Safety of Design Element Choices
Pages 36-37

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From page 36...
... In this step, the choice of shoulder widths, median widths, median presence, and shoulder type are determined in order to identify the possible roadway geometric design elements to be evaluated. • Step 3: Estimate the number of crashes for each condition to be evaluated using the appropriate prediction model for each segment of concern.
From page 37...
... Flow chart of model application. Crashes Segment Length ADT Shoulder Obs Exp 1 0.25 12,000 6 4 2.38 2 0.30 10,000 4 3 3.02 3 0.44 16,000 8 6 4.51 4 0.20 18,000 8 4 2.36 … … … … … … … … … … … … … … … … … … 100 0.42 17,000 6 6 6.09 Total 70 50 Table A-1.


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