SR 20 over APALACHICOLA RIVER
Map
Coordinates:
+30.44306, -85.0183330°26'35" N, 85°01'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 20 over APALACHICOLA RIVER |
| Structure number: | 470029 |
| Location: | 3.0mi EAST OF SR71 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 279.9 ft. [85.3 m] |
| Total length: | 8397.4 ft. [2559.4 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
| Vertical clearance above deck: | 16.7 ft. [5.1 m] |
| Vertical clearance below bridge: | 51.8 ft. [15.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1938 |
| Year reconstructed: | 1998 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 5 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,186 [as of 2008] |
| Truck traffic: | 8% 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 62.3 tons [56.6 metric tons] |
| Inventory rating: | 37.4 tons [34.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,300 [as of 1997] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 61.8 tons [56.2 metric tons] |
| Inventory rating: | 36.9 tons [33.5 metric tons] |
| Sufficiency rating: | 73.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,962 [as of 1989] |
| 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: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 61.4 tons [55.8 metric tons] |
| Inventory rating: | 36.6 tons [33.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 46.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $45,700,000 |