98TH AVE over SAN LEANDRO CREEK
Map
Coordinates:
+37.73000, -122.1927837°43'48" N, 122°11'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 98TH AVE over SAN LEANDRO CREEK |
| Structure number: | 33C0218 |
| Location: | 0.3 MI W OF SR 17 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 14.1 ft. [4.3 m] |
| Total length: | 127.0 ft. [38.7 m] |
| Roadway width between curbs: | 49.9 ft. [15.2 m] |
| Deck width edge-to-edge: | 59.7 ft. [18.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1939 |
| Year reconstructed: | 1960 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 9 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| 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: | 12,100 [as of 1977] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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 assessed or calculated scour condition. [5] |
| Operating rating: | 109.8 tons [99.8 metric tons] |
| Inventory rating: | 62.8 tons [57.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 71.2 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $1,184,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,100 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Inventory rating: | 62.8 tons [57.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 71.2 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $528,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 12,100 [as of 1977] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Inventory rating: | 62.4 tons [56.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $511,000 |