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3.5  Damage mechanisms
                  A road might be damaged in many different ways and may display different signs of damage;
                  Factors to observe are:
                      -   Seriousness of the damage.
                      -   Scope of the damage.
                      -   Type of road.

                  In this study the focus is on damage as result of flooding. There is an overlap with the
                  structural damages due to the accepted wear and tear of the lifetime of the road. The age of
                  the road will therefore have a major influence. Damaged or weakened parts of a road will
                  easily be worsened by flooding.

                  For possible damages a distinction is made for that caused directly or indirectly by floods.
                      -   Directly
                         Direct damage of a road is readily noticed. In most cases this will be caused by erosion
                         of floating water. Therefore the road may be completely washed away. Roads which
                         are built on dikes or embankments will have other possible failure mechanisms, which
                         are also show signs of direct damage.
                      -   Indirectly
                         When a road construction remains under water for a while, the water will penetrate
                         into the pavement construction. Saturated unbound materials have a disadvantage in
                         that they lose their strength. When the unbound materials in a road construction are
                         saturated and the road is trafficked the bound materials will be over loaded and the
                         lifetime of the construction will be reduced significantly. However this failure is mainly
                         caused by flooding, and this failure will not always be related to the flood. These
                         failures will therefore not be included in the calculations.

                  Using the flooding data the total amount of roads, which were actually flooded, can be
                  determined. Not all of these roads are expected to be damaged. To get an accurate impression
                  of the actual damaged roads the ratio between flooded roads and actual damaged roads is
                  determined. Since this data is not available yet for the state Tabasco, assumptions are made
                  based on expert judgment.

                  It is known that a significant amount of the flooded roads are so damaged that a total
                  reconstruction of the road is required. Smaller damages on the roads are not always directly
                  noticed and these disadvantages are encountered only after some time. So this study is
                  focused on roads totally destroyed by floods. Heavier constructions are expected to be less
                  sensitive flood damage in comparison with lighter constructions. So a distinction is made for
                  each road type. In table 3.11 the assumed percentages of damaged roads in relation to flooded
                  roads are given.

                  Road Type:                  Assumed percentage of
                                              damaged roads
                  1. Highways                 10%
                  2. Primary roads            15%
                  3. Secondary roads          45%
                  4. Rural Roads              55%
                  5. Access roads             65%
                      Table 3.11:   Assumed percentage of damaged roads in relation to the flooded roads per road type



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