This document summarizes research on extending the life of steel girder bridges through the use of post-installed shear connectors. Key findings include: 1) Moment redistribution is possible for partially composite girder bridges, allowing yielding in negative moment regions. 2) Adhesive anchor shear connectors demonstrated much better fatigue performance than welded studs through exhaustive testing. 3) Large-scale bridge testing showed strengthened bridges exceeded strength predictions and had excellent fatigue performance. 4) A recommended design procedure was developed based on the research findings.