## 4 Conclusions  
Practical vibration tests are related to rail transport, dynamic soil compaction, explosions, and constructing pile foundations. This paper presented the characteristics of a measurement system that allows for kinematic monitoring of the building structures, which may be damaged because of construction works. The vibration monitoring and reporting system has been repeatedly tested in real conditions, including during piling processes. The example presented at the end of this study proves that the measurement system allows for quick, real control of the vibration values of objects with normative values. The information included here allows to characterise the kinematic impact monitoring system in the following way:  
* Data can be accessed in a form recorded directly by the sensors, but the user receives practical information about the compliance of the vibration values with the normative requirements (Figure 22). * The system user has local and remote access to the recorded results (Figure 3). * The measurement system combines elements from different suppliers and allows for their smooth cooperation. \begin{table}
\begin{tabular}{c c c c} \hline \hline
**No.** & **Type of Construction Investment (Location)** & **Monitoring Period** & **Source of Vibration Impact** \\ \hline \multirow{2}{*}{1} & Reconstruction of the building & \multirow{2}{*}{October 2019–November 2019} & \multirow{2}{*}{\begin{tabular}{c} Demolition works of the reinforced \\ concrete slab of the garage floor \\ \end{tabular} } \\  & & & \\ \hline \multirow{2}{*}{2} & Construction of a new sugar silo & \multirow{2}{*}{March 2018–June 2019} & \multirow{2}{*}{\begin{tabular}{c} Piling the silo structure \\ (FRANKI piles) \\ \end{tabular} } \\  & & & \\ \hline \multirow{2}{*}{3} & Making foundation piles in a road facility & \multirow{2}{*}{September 2019–October 2019} & \multirow{2}{*}{\begin{tabular}{c} Piling for the foundation of the new \\ bridge (FRANKI piles) \\ \end{tabular} } \\  & & & \\ \hline \multirow{2}{*}{4} & Construction of a service building & \multirow{2}{*}{October 2019} & \multirow{2}{*}{Vibrating driving of steel profiles} \\  & (Kraków, Poland) & & \\ \hline \multirow{2}{*}{5} & Construction of a multi-family building & \multirow{2}{*}{January 2020–February 2020} & \multirow{2}{*}{\begin{tabular}{c} Vibration driving of steel sheet piles \\ (larsen) \\ \end{tabular} } \\  & & & \\ \hline \multirow{2}{*}{6} & Reconstruction of the railway line & \multirow{2}{*}{April 2020–May 2020} & \multirow{2}{*}{\
\begin{tabular}{c} Vibration driving of steel sheet piles \\ (larsen) \\ \end{tabular} } \\  & & & \\ \hline \multirow{2}{*}{7} & Reconstruction of the railway line & \multirow{2}{*}{February 2021–May 2022} & \multirow{2}{*}{
\begin{tabular}{c} Demolition and construction work \\ related to the construction of a new \\ viaduct \\ \end{tabular} } \\  & & & \\ \hline \multirow{2}{*}{8} & Reconstruction of the tram line (Poznan, Poland) & September 2022–August 2023 & Construction of a new tram line \\ \hline \hline \end{tabular}
\end{table} 
Table 4: Summary of selected information on construction works monitored by the developed system. * The total cost of the original system (sensors, a data acquisition card, and software) is significantly less than the cost of a closed system provided by recognised vendors of such solutions (e.g., Bruel and Kjaer, Svantek). * The system provides reliable data (confirmed during interlaboratory comparisons) while maintaining high reliability (no downtime tested in applications during field tests). Conceptualisation, A.S. and M.H. ; methodology, M.H. ; software, M.H. ; validation, M.H. and M.B. ; formal analysis, M.B. ; investigation, M.H. ; resources, A.S.; data curation, M.H. ; writing--original draft preparation, A.S. and B.K. ; writing--review and editing, A.S. and B.K. ; visualisation, A.S. and M.H. ; supervision, B.K. ; project administration, M.H. All authors have read and agreed to the published version of the manuscript.