 This paper examined a two-span bridge model constructed from precast elements and tested on a shake table at the University of Nevada, Reno. The results showed that the bridge had significant errors in its displacement, base shear, and hysteretic response when compared to predictions made with a three-dimensional computational model. These errors were attributed to the materials used, the connectivity of the precast elements and the boundary conditions of the test. To improve accuracy, future research should focus on reducing these errors through better material selection, improved connection design, and more accurate boundary conditions. This article was authored by Jose Benjumia, Mettisaiti, and Amaditani.