Develop rigid pavement design in accordance with TxDOT procedures for the following condition:

Design life: $30$ years from $2025$ to $2055$

ADT in $2025$ for both directions: $98,000$

ADT in $2055$ for both directions: $164,000$

Trucks: $12\%$

Equivalent Axle Load Factor for trucks: $1\mathrm{.}8$

Directional distribution of the traffic; $57-43$

Number of lanes for both directions: $8$

Pavement type and shoulder: continuously reinforced concrete pavement $($CRCP$)$ with tied concrete shoulder

Base layer: $1-$in asphalt base $+6-$in cement stabilized base.

Average rainfall in the project area: $36$ inches per year.