This document presents the design of a three-span precast pre-stressed concrete girder bridge with spans of 12.0015m, 24.140m, and 12.0015m. The objectives are to develop a cost-effective bridge design using LRFD methods that meets NMDOT standards. The design includes AASHTO Type III girders, a reinforced concrete deck, bearing pads, pier columns, drilled shaft foundations, and considers loads, reinforcement, and strength requirements. Analysis and design software such as CONSPAN and RC-PIER are used to optimize the superstructure and substructure elements.