| Superstructure Type | Welded steel girders with concrete diaphragm added during the retrofit supprted by rocker bearings. Seat abutments with catcher beams and integral wing walls. |
| Substructure Type | Concrete bents with rectangular columns. 2 columns per bent. Infill walls were added between the columns during the retrofit. |
| Foundation Type | Spread footings. |
| Remarks | The bridge was first instrumented by CSMIP in 1977. After the retrofit, the bridge was re-instrumented in 2002 under the interagency agreement between Caltrans and DOC. |