The paper treated with integrated features (framing) bridges and their behavior under test load. With the analysis of structural response exposed to a static load test in the case of reinforced concrete road bridge near Trgoviste. Were compared with the measured values of computation of global deformation (deflection) under static loading and defined local deformation (strain) and voltages in a tight fitting and down the concrete section of cross-section based on the obtained measurements "in situ". The analysis made integral behavior (of frame) bridge construction in various constellations static load test.