This document compares the structural behavior and cost of rectangular and trapezoidal box girder bridge cross-sections. A finite element analysis was conducted on each section using MIDAS Civil 2016 software. The analysis found that the trapezoidal section had 7.6% more central deflection but lower shear forces compared to the rectangular section. A manual design of the transverse sections found that the trapezoidal section used 7% less concrete and 25% less steel, resulting in lower material costs. Therefore, the study concluded that the trapezoidal cross-section represents a more cost-effective option for the box girder bridge design.