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Pages 60-70

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From page 60...
... 60 Objective The research team developed an analysis tool to implement the analytical procedures developed in this research. The purpose of the Analysis Tool is to allow highway agencies to analyze and compare the effectiveness of a range of design treatments at improving travel time reliability for a given highway segment.
From page 61...
... 61 to effectiveness (such as the number of crashes expected to be reduced by the design treatment) can be adjusted by the user to match local conditions.
From page 62...
... 62 44 Set default fatal crash reduction to 0% to err on the side of a conservative benefit estimate, given that most freeway segments will not experience many fatal animal– vehicle collisions. • Snow fence 44 Refined the default installation cost on the basis of the best available information for the installation and maintenance cost of a typical snow fence; and 44 Set default fatal crash reduction to 0% to err on the side of a conservative benefit estimate, given that most freeway segments will not experience many snow-related fatal crashes that would be alleviated by a snow fence.
From page 63...
... 63 Note: Number above bar indicates number of lanes (2 or 4) ; L = low crash count; H = high crash count.
From page 64...
... 64 Figure 7.3. Delay reduction results.
From page 65...
... 65 Figure 7.3. Delay reduction results.
From page 66...
... 66 Figure 7.4. Net present benefit results.
From page 67...
... 67 Figure 7.4. Net present benefit results.
From page 68...
... 68 Note: Number above bar indicates number of lanes (2 or 4) ; L = low crash count; H = high crash count.
From page 69...
... 69 Note: Number above bar indicates number of lanes (2 or 4) ; L = low crash count; H = high crash count.
From page 70...
... 70 Table 7.2. Scenarios and Codes Used in Figures 7.3 Through 7.5 Scenario Location No.

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