Compute L$,$ T$,$ E$,$ M$,$ LC$,$ R$,$ and stations of the PC and PT for the circular

curves. Use the chord definition for the railroad curves and the arc definition

for the highway curves. Show answers to $3$ decimal places and do not type

units or commas in answers.

Highway curve with $R=800\mathrm{.}000m,=15{30}^{\text{'}},$ and PI Sta. $=8+635\mathrm{.}000m.$

Length $=$

Tangent $=$

External $=$

Mid$-$ordinate

Long Chord $=$

Radius $=$

PC Sta. $=$

PT Sta.

Tabulate the deflection angles and chords needed to lay out the circular curve

below, from previous problem, at full$-$station increments $(30-m)$ using Total

Chord Method. Select the correct answer the following questions. $(=$

deflection angle, $c=$ chord distance $)$

Highway curve with $R=800\mathrm{.}000m,=15{30}^{\text{'}},$ and PI Sta. $=8+635\mathrm{.}000m$

$$ to $8+550=$

$[$Select$]$

$$ to $8+700=$

$[$Select$]$

c to $8+610=$

$[$Select$]$

c to $8+742\mathrm{.}546=$

$[$Select$]$