FAP 153 over HICKORY VALLEY ROAD
Map
Coordinates:
+35.02778, -85.1761135°01'40" N, 85°10'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAP 153 over HICKORY VALLEY ROAD |
| Structure number: | 33SR1530004 |
| Location: | 0.44 MI. N OF I-75 JCT. |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 54.1 ft. [16.5 m] |
| Total length: | 124.0 ft. [37.8 m] |
| Roadway width between curbs: | 76.1 ft. [23.2 m] |
| Deck width edge-to-edge: | 78.1 ft. [23.8 m] |
| Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
| Skew angle: | 8° |
| Owner: | State Highway Agency [01] |
| Year built: | 1959 |
| Year reconstructed: | 2001 |
| 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: | Prestressed concrete continuous [6] |
| Main spans design: | Box beam or girders - Multiple [05] |
| 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: | 70,250 [as of 2009] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Sufficiency rating: | 93.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 65,600 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 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: | 81.2 tons [73.8 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 77.2 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $158,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 51,810 [as of 1990] |
| Truck traffic: | 6% of total traffic |
| Superstructure condition: | Satisfactory [6 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: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 81.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $129,000 |