${\ 3}$ & ${\ 4}$ \\ \hline
\multicolumn{1}{|l||}{$T_{i}$} & \multicolumn{1}{l|}{${\ \infty }$} & 
\multicolumn{1}{l|}{${\ 0.76}$} & \multicolumn{1}{l|}{${\ 0.49}$}
& \multicolumn{1}{l|}{${\ 0.22}$} \\ \hline
\end{tabular}\ ,  
\label{C3}$$ where $T_2$ dictates the trend of the decay. In Fig. \[fig031\] we plot the sequences of the distributions $U_{i}^{\mathrm{T}}(n)$ that stabilize swiftly to asymptotic ones. For $\mathbb{U}^{\mathrm{T}}{\ (0)}=\left( 
\begin{array}{cccc}
{10000} & {\ 2500} & {\ 11000} & {\ 13000}\end{array}
\right) $ we get $\mathbb{U}^{\mathrm{T}}{\ (\infty )
\approx \mathbb{U}^{\mathrm{T}}{\ (6)} =}\left( \begin{array}{cccc}
{10097} & {\ 6659} & {\ 9702} & {\ 10042}\end{array}
\right) $.

![[]{data-label="fig031"}](TrafficUn.jpg){height="2.94in" width="3.94in"}

Entropy
-------

The values of the global mean entropy, (\[Ent2\]), are given in Table \[D4\],

   ${\ n}$   $1$   $2$   $3$   $4$   $5$   $6$     
  --------- ----- ----- ----- ----- ----- ----- -- --
                                                   

  : []{data-label="D4"}

and in Fig. \[fig010\] the diamond shaped marks represent the calculated values of $G\left( n\right) $ of Table \[D4\]; the solid line only links the points.

![[]{data-label="fig010"}](TrafficGRn.jpg){height="3.0in" width="4.2in"}

The stabilization of the distribution of vehicles in each site, and the stationarity of the flow is reflected in the behavior of the global mean entropy which increases swiftly and then stabilizes at a maximum value, around $1.37$, that we could call the “thermalization” of the traffic.

