Gerald DR over Newbury Park Storm Drain
Fair Condition64 years old900 vehicles/day
Location
| State | California |
| County | Ventura |
| Location | 0.1 Mi W Of Wendy DR |
| Carries | Gerald DR |
| Crosses | Newbury Park Storm Drain |
| Coordinates | 34.18247, -118.94648 |
Condition Ratings
| Overall Condition | Fair |
| Deck | 7 (Good) |
| Superstructure | 5 (Fair) |
| Substructure | 5 (Fair) |
| Channel/Waterway | 8 (Very Good) |
| Scour Critical | 8 — Stable, low risk |
Physical Characteristics
| Material | Prestressed Concrete |
| Design | Tee Beam |
| Total Length | 38.1 ft (11.6 m) |
| Max Span | 36.1 ft (11 m) |
| Deck Width | 32.2 ft (9.8 m) |
| Deck Area | 113.7 sq m |
| Main Spans | 1 |
| Year Built | 1962 |
Traffic
| Avg Daily Traffic | 900 (2019) |
| Truck Traffic | 1% |
| Lanes On Bridge | 2 |
Inspection & Ownership
| Last Inspection | 424 |
| Inspection Frequency | Every 24 months |
| Owner | County Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Structure Number | 52C0167 |