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The following example illustrates how the sliding scale analysis is applied to the expected crash rates by homogeneous highway segment and plotted.
Given:
Figure 3.shows a plot of predicted crashes/yr for a highway 1200 ft. long
Figure 3. Histogram of Predicted Crashes for Example Highway by Station
The first point is plotted at the midpoint of the first segment (W) and will be 250 ft. away from the beginning of the highway. The predicted crashes/yr are calculated as follows:
Likewise, the next seven points are:
These points are plotted in Figure Ex.3.2. The end points were not calculated since for the remaining points n < 5. Therefore, the average for the remaining points are found as follows:
Figure 4. Crash Fequency Plot of Example Highway with End Sections by Station Sliding Scale (No Endpoints)
The complete sliding scale plot for this example is shown in Figure 5.
Figure 5. Crash Fequency Plot of Example Highway with End Sections by Station Sliding Scale (With Endpoints)
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