US 43 over TENNESSEE RIVER
Map
Coordinates:
+34.78458, -87.6720434°47'04" N, 87°40'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US 43 over TENNESSEE RIVER |
| Structure number: | 001901 |
| Old structure number: | 000000021703230 (from 1992 edition) |
| Location: | COLBERT-LAUDERDALE CO. |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 420.0 ft. [128.0 m] |
| Total length: | 2071.0 ft. [631.2 m] |
| Roadway width between curbs: | 46.6 ft. [14.2 m] |
| Deck width edge-to-edge: | 48.9 ft. [14.9 m] |
| Vertical clearance above deck: | 14.4 ft. [4.4 m] |
| Vertical clearance below bridge: | 40.0 ft. [12.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1939 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Thru [10] |
| 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: | 38,780 [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: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 36.0 tons [32.7 metric tons] |
| Inventory rating: | 27.0 tons [24.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 47.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $31,746,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 40,930 [as of 1996] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 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: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 33.9 tons [30.8 metric tons] |
| Inventory rating: | 25.0 tons [22.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 42.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $23,000,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,620 [as of 1980] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | None present but re-evaluation suggested [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 46.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $15,000,000 |