COLUMBUS DRIVE over HILLSBOROUGH RIVER
Map
Coordinates:
+27.96694, -82.4750027°58'01" N, 82°28'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | COLUMBUS DRIVE over HILLSBOROUGH RIVER |
| Structure number: | 105504 |
| Location: | COLUMBUS AT HILL. RIVER |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 163.1 ft. [49.7 m] |
| Total length: | 470.2 ft. [143.3 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
| Vertical clearance below bridge: | 10.2 ft. [3.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1926 |
| 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 - Swing [17] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,000 [as of 2009] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 44.8 tons [40.7 metric tons] |
| Inventory rating: | 26.8 tons [24.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.5 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 22,000 [as of 1999] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 34.7 tons [31.5 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.0 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 20,000 [as of 1991] |
| 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 has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
| Pier/abutment protection: | In place but in a deteriorated condition [3] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 34.7 tons [31.5 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 28.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $278,000 |