Problem #$2$:

If the road shown in Problem #$1$ was a one$-$way road Instead of a two$-$way road and the direction of

travel was from Point A towards Polnt F:

A$.$ For Curve #$1,$ find the critical superelevation stations as you enter the curve.

B$.$ Based on the minimum tangent section computed for this configuration, what would be the P$.$C$.$

Station for Curve #$2$ on thls two$-$lane one$-$way road?The two$-$lane rural roadway shown below has two$-$way traffic and sharp geometric restrictions. As a

result, you need to determine the best superelevation distribution for the condition shown If lane

widths are $12-$feet, the design speed is $40mph,$ and the maximum allowable superelevation is $8\%.$