Question $9$

$\frac{0}{15}$ pts

Clear Zone

A two$-$lane highway has the following:

AADT of $6000$ vehicle per day

Design speed of $55mph$

The highway has a $4-$foot paved shoulder

A line of power poles is located $10-$feet from the paved shoulder on the $20\%$ backslope of the roadside ditch.

In order to meet the AASHTO$-$recommended minimum clear zone, what is the required lateral relocation distance of the power poles, in feet?

Round to the nearest whole foot.

Lateral relocation distance $=q,$ feet S$23$A

$\backslash$table$[[\backslash$table$[[$Dentes$],[$Apend$],[$inend$]],$US$.$ Costemary Units$],[$Beuir$,$Fertelepes,Bubalepes$],[\backslash$table$[[$syeut$],[$or hastion$]],,$ivan,IV ait,TYous as$,\backslash$table$[[$IV ant$],[$ort hatter$]]],[$sal$,,\backslash$table$[[3\mathrm{.}40],[504],[244],[4-4$