CASS STREET over HILLSBOROUGH RIVER
Map
Coordinates:
+27.95028, -82.4644427°57'01" N, 82°27'52" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CASS STREET over HILLSBOROUGH RIVER |
| Structure number: | 105502 |
| Location: | DOWNTOWN TAMPA |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 115.2 ft. [35.1 m] |
| Total length: | 505.6 ft. [154.1 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 50.5 ft. [15.4 m] |
| Vertical clearance below bridge: | 12.8 ft. [3.9 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1927 |
| Year reconstructed: | 1949 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Movable - Bascule [16] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 12,000 [as of 2009] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Poor [4 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 47.0 tons [42.7 metric tons] |
| Inventory rating: | 28.3 tons [25.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 45.5 |
2000 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 9,950 [as of 1999] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge over "tidal" waters that has not been evaluated for scour, but considered low risk. [T] |
| Operating rating: | 47.0 tons [42.7 metric tons] |
| Inventory rating: | 28.2 tons [25.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.9 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 9,500 [as of 1991] |
| 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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 21.8 tons [19.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 55.0 |