We designed the new bridge, which consists of a 26-foot by eight-foot single-cell precast reinforced concrete box culvert at grade with precast end sections. Traffic was maintained by use of a temporary runaround and King Run was diverted during construction by use of a temporary channel. The project was completed under an aggressive design schedule in order to meet district commitments. Natural Channel stream design measures and channel restoration techniques were incorporated into the infrastructure replacement ecosystem restoration design and included resilience measures for future protection of the natural and transportation resources.