Sub-problem 1c: Analysis of Future Conditions

Exhibit 1-17 shows a plot of the delay and level of service for each minor stream movement for both the existing conditions and projected ten year conditions, under TWSC. The existing conditions are shown in blue on the left, while the projected conditions are shown in red on the right.

Each of the movements on the minor streets (Styner and Lauder) degrade to LOS F in ten years. This performance is below standards established by both the City and the Idaho Transportation Department, and clearly show that consideration should be given to changes in either the intersection geometry or control.

How can we integrate the information from the analyses of both intersection control options in a way that is useful to a decision maker?