This research, compiles the results found in the evaluation of the mechanical behavior, permeability and long term deformations obtained two types of mixtures of UHPC. These mixtures are identified in the amount of cement and manageability obtained in the manufacturing process using the modified test for mortar flow, which added to the standardization of test ages for the specimens manufactured in compression tests, bending, shrinkage, permeability water under pressure and creep deflection test, allowed the generation and processing of data. This generated resistance to compression close to 141 MPa, bending strengths close to 15% of the compressive strength due to the incorporation of metal fibers, providing a ductile behavior in the material. Having the low permeability elements, important feature in improving durability of concrete it was checked. The behavior of the material against retraction in different drying conditions, identifies the volumetric gradient magnitudes and patterns that characterize some shrinkage in UHPC, showing that during the first 56 days the 95% retraction develops. Additionally, the effect of environmental conditions identified retraction. Finally, findings were obtained in the creep deflection magnitudes, identifying the influence of the age of the specimens at the time of starting charge, as well as differences attributable to the amount of cement and the use of the fibers in the mixture.