A study of speed$-$flow$-$density relationships at a particular freeway site has resulted in the

following calibrated relationship:

$\frac{\frac{?}{?}}{S}=\frac{71\mathrm{.}2}{\frac{?}{?}}$left$\frac{1\frac{-}{\frac{?}{?}}\text{f}\text{r}\text{a}\text{c}\{D\}\frac{122}{\frac{?}{?}}\text{r}\text{i}\text{g}\text{h}\text{t}}{\frac{?}{?}}$

What is the capacity of this segment to the nearest $1\mathrm{.}0$ veh $\frac{?}{?}\frac{h}{ln}?$