Designed a single span integral bridge carrying 5 vehicular lanes and 2 pedestrian walkways. The structure consists of a steel girder composite concrete deck and cast-in-place concrete substructure founded on steel piles.
Designed a 4-span steel pony truss bridge with a combined length of over 140 meters. The structure is founded on concrete abutments and steel piles and integrated with existing adjacent CP rail bridge abutments and piers.
Designed retrofits for the existing roof structure to accommodate a new canopy and re-roofing, an addition consisting of steel moment frames, reinforced concrete substructure, new barrier free access ramps, mezzanines, and a steel tower marquee.