23.3.6 Temporary Pavement Structure Requirements
Temporary detours and widening required for a TCP design should follow the guidance shown in TxDOT’s
, Section 5. Prior to designing an alignment using temporary pavement, the designer should perform a cost analysis between the use of temporary pavement (including any temporary drainage, embankment, and structures required) and alternate construction phasing that takes advantage of using either existing or permanent pavement.