FAP 29 over E.ELMWOOD & RR (A029)
Map
Coordinates:
+35.07667, -85.3216735°04'36" N, 85°19'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAP 29 over E.ELMWOOD & RR (A029) |
| Structure number: | 33FA0271007 |
| Location: | 1.54 MI. N OF TN. RIVER |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 100.1 ft. [30.5 m] |
| Total length: | 242.1 ft. [73.8 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
| Vertical clearance below bridge: | 29.9 ft. [9.1 m] |
| Skew angle: | 39° |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| 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: | 63,040 [as of 2009] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 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: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 29.7 tons [27.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 66.7 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $1,312,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 39,780 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Serious [3 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: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 65.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $430,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25,080 [as of 1990] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 51.5 tons [46.8 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 66.1 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $603,000 |