Nowadays, the public and state administration authorities are more frequently than ever forced to change public service processes due to the constantly changing environment and growing pressure on accessibility and quality of the public services. The requisite changes are sometimes only minor but due to the rigidity of the state administration and fast social and technological development it's necessary to make deeper changes more often. Those changes are possible to make only by using project. Effective evidence, monitoring and coordination is becoming the necessity with growing number of projects. This thesis is focused on architecture design and software solution testing for evidence, monitoring and project coordination of the Ministry of the Interior. The first goal of this work is to analyze the software solution requirements following future user needs. Second goal is to design process, process-organizational, functional, data and software architecture based on those requirements. Third goal is to design the method and testing plan including testing scenario design for designed software solution. Last goal is execute this testing plan and present the results. The main benefit of this thesis is architecture design creation of software solution for evidence, monitoring and project coordination of the Ministry of the Interior. Beneficial is also the design of testing method and testing plan for the software solution which could be repeatedly used for future projects related with delivery of software solution. The project management scope of the Ministry of the Interior and analysis of requirements on software solution for evidence, monitoring and project coordination is defined in the introduction of this thesis. Next part of the thesis is dedicated to the design of process, process-organizational, functional, data and software architecture of the designed software solution. Last part of the thesis is dealing with design of the testing method and testing plan for the software solution, execution of the testing and presentation of its results.

Three epoxy-coated reinforcing steel (ECR) types removed from job sites, one shipped directly from the coater's plant, three commercial corrosion inhibitors, and one ECR plus a corrosion inhibitor were evaluated as reinforcing steel corrosion protection systems against chloride induced corrosion. The three corrosion inhibitors were calcium nitrite, an aqueous mixture of esters and amines, and a mixture of alcohol and amine. The ECR was tested in two groups, 0% and 1% coating damage. Corrosion protection performance was evaluated by the amount of visually observed blister surface area, for the ECR, and corroded surface area, for the tested corrosion inhibitors. Results of the ECR testing demonstrated that coating debondment and corrosion of ECR is directly related to the amount of damage present in the coating, as well as coating thickness. For the bare steel tested with and without corrosion inhibitors, the results showed that corrosion increases with increasing chloride concentrations. Corrosion inhibition characteristics were demonstrated only by the calcium nitrite corrosion inhibitor. A corrosion protection evaluation test was developed for concrete corrosion inhibitor admixtures. The test solution is a simulated concrete pore water. Corrosion is accelerated by evaluating the temperature to field conditions of 40 C. The test consists of a 7 day pretreatment period followed by a 90 day test period. The corrosive sodium chloride is added to the solution containing the bare or epoxy-coated reinforcing steel specimens after the 7 day pretreatment period. In addition, the solution is periodically saturated with oxygen. / Master of Science