CAMDEN AVE over GUADALUPE CREEK
Map
Coordinates:
+37.22583, -121.9038937°13'33" N, 121°54'14" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CAMDEN AVE over GUADALUPE CREEK |
| Structure number: | 37C0520 |
| Location: | EAST OF HICKS RD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 44.0 ft. [13.4 m] |
| Total length: | 109.9 ft. [33.5 m] |
| Roadway width between curbs: | 105.0 ft. [32.0 m] |
| Deck width edge-to-edge: | 124.0 ft. [37.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1967 |
| Year reconstructed: | 1983 |
| 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: | 3 |
| 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: | 30,000 [as of 1988] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 96.7 tons [87.9 metric tons] |
| Inventory rating: | 56.9 tons [51.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 85.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30,000 [as of 1998] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 96.7 tons [87.9 metric tons] |
| Inventory rating: | 56.9 tons [51.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 82.9 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 30,000 [as of 1988] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 96.0 tons [87.3 metric tons] |
| Inventory rating: | 56.4 tons [51.3 metric tons] |
| Sufficiency rating: | 87.9 |