I124 NBL over W.12TH ST (NFA 410)
Map
Coordinates:
+35.04167, -85.3166735°02'30" N, 85°19'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I124 NBL over W.12TH ST (NFA 410) |
| Structure number: | 33I01240011 |
| Location: | 4.2 MI S OF TN RIVER |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 64.0 ft. [19.5 m] |
| Total length: | 148.0 ft. [45.1 m] |
| Roadway width between curbs: | 39.0 ft. [11.9 m] |
| Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
| Vertical clearance below bridge: | 18.7 ft. [5.7 m] |
| Skew angle: | 8° |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 78,650 [as of 2009] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 70.3 tons [63.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 59.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $328,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 62,630 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 65.3 tons [59.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 62.4 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $130,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 38,350 [as of 1990] |
| 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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.3 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $192,000 |