RAMP/CONNECTOR 880 over DAMON SLOUGH
Map
Coordinates:
+37.75333, -122.2066737°45'12" N, 122°12'24" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RAMP/CONNECTOR 880 over DAMON SLOUGH |
| Structure number: | 33 0142S |
| Location: | 04-ALA-880-26.53-OAK |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 170.9 ft. [52.1 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Skew angle: | 11° |
| Owner: | State Highway Agency [01] |
| Year built: | 1968 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 7 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,250 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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] |
| Operating rating: | 61.7 tons [56.1 metric tons] |
| Inventory rating: | 37.1 tons [33.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 85.3 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,250 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 62.8 tons [57.1 metric tons] |
| Inventory rating: | 36.9 tons [33.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 85.3 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,250 [as of 1980] |
| Truck traffic: | 10% 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: | 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 36.6 tons [33.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 88.3 |