LAUREL STREET over HILLSBOROUGH RIVER
Map
Coordinates:
+27.95444, -82.4652827°57'16" N, 82°27'55" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LAUREL STREET over HILLSBOROUGH RIVER |
| Structure number: | 105503 |
| Location: | DOWNTOWN TAMPA |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 99.4 ft. [30.3 m] |
| Total length: | 365.8 ft. [111.5 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 60.4 ft. [18.4 m] |
| Vertical clearance above deck: | 20.3 ft. [6.2 m] |
| Vertical clearance below bridge: | 11.8 ft. [3.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1926 |
| Year reconstructed: | 1969 |
| 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: | 5,240 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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 but in a deteriorated condition [3] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 47.4 tons [43.1 metric tons] |
| Inventory rating: | 32.8 tons [29.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 59.9 |
2000 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 5,240 [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: | 47.3 tons [43.0 metric tons] |
| Inventory rating: | 32.9 tons [29.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.7 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 5,000 [as of 1991] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 32.7 tons [29.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 70.6 |