Compute $L,T,E,M,LC,R,$ and stations of the PC and PT for the circular curves in Problems $24\mathrm{.}3$ through $24\mathrm{.}6.$ Use the chord definition for the railroad curve and the arc definition for the highway curves.

Highway curve with $D_a=4{15}^{\text{'}},I=24{30}^{\text{'}},$ and PI station $=32+54\mathrm{.}96ft.$

Tabulate $R$ or $D,T,L,E,M,$ PC$,$ PT$,$ deflection angles, and incremental chords to lay out the circular curves at full stations $(100$ ft or $30$ m $)$ in Problems $24\mathrm{.}7$ through $24\mathrm{.}14.$

Highway curve with $D_a=3{50}^{\text{'}},I=35{30}^{\text{'}},$ and PI station $=30+44\mathrm{.}50(ft)$

Station

Chord

Deflection increment

Deflection ang