FAU 158 RL over FT LOUDON LK BACKWATERS
Map
Coordinates:
+35.94611, -83.9258335°56'46" N, 83°55'33" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAU 158 RL over FT LOUDON LK BACKWATERS |
| Structure number: | 47SR1580009 |
| Location: | IN KNOXVILLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 79.4 ft. [24.2 m] |
| Total length: | 93.2 ft. [28.4 m] |
| Roadway width between curbs: | 37.1 ft. [11.3 m] |
| Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1973 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box Beam or girders - Single or Spread [06] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,130 [as of 2009] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 95.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,270 [as of 1999] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 45.5 tons [41.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 98.3 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,120 [as of 1991] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 98.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $258,000 |