FOREST ROAD over SANTA ANA RIVER
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FOREST ROAD over SANTA ANA RIVER |
| Structure number: | 051254000001013 |
| Location: | 2.4 E. OF GLSS RD ON 1N45 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 39.7 ft. [12.1 m] |
| Total length: | 39.7 ft. [12.1 m] |
| Roadway width between curbs: | 14.4 ft. [4.4 m] |
| Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
| Skew angle: | 45° |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1995 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 1995] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Sufficiency rating: | 67.4 |
2000 Inspection
| Average daily traffic: | 100 [as of 1995] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 86.2 |