Q1. Calculate standard superelevation rates for the two curves and assumptions s

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Q1. Calculate standard superelevation rates for the two curves and assumptions shown using Table 202.2E from the Caltrans Highway Design Manual here: https://dot.ca.gov/-/media/dot-media/programs/design/documents/chp0200-a11y.pdf
Q2. Rounding both superelevations up to the next whole percent, determine the required superelevation runoff length for both curves’ superelevation determined in step 1 above using Figure 202.5A for “2-Lane Highways & Multilane Ramps”
Q3. Assuming that 1/3 of the transition determined in step 2 happens within the curve, and 2/3 on the tangent, calculate the required tangent length between the two curves.

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