FAU 3775 730612L over SOUTHERN RR
Map
Coordinates:
+35.96944, -83.9219435°58'10" N, 83°55'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAU 3775 730612L over SOUTHERN RR |
| Structure number: | 47L37750003 |
| Location: | GAY ST IN KNOXVILLE |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 142.7 ft. [43.5 m] |
| Total length: | 492.1 ft. [150.0 m] |
| Roadway width between curbs: | 53.8 ft. [16.4 m] |
| Deck width edge-to-edge: | 72.8 ft. [22.2 m] |
| Vertical clearance below bridge: | 24.0 ft. [7.3 m] |
| Skew angle: | 3° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2007 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 4 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,500 [as of 2009] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 82.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,760 [as of 1999] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 9.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,165,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,090 [as of 1991] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 30.3 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $658,000 |