I124 over 19TH ST W. (FAU 5395)
Map
Coordinates:
+35.03639, -85.3191735°02'11" N, 85°19'09" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I124 over 19TH ST W. (FAU 5395) |
| Structure number: | 33I01240005 |
| Location: | 1.5 MI OF I24 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 65.0 ft. [19.8 m] |
| Total length: | 227.0 ft. [69.2 m] |
| Roadway width between curbs: | 42.0 ft. [12.8 m] |
| Deck width edge-to-edge: | 48.2 ft. [14.7 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Skew angle: | 31° |
| Owner: | State Highway Agency [01] |
| Year built: | 1962 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 4 |
| 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: | 68,790 [as of 2009] |
| 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: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 49.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,445,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 70,090 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Serious [3 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: | 72.3 tons [65.7 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 48.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,355,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 46,850 [as of 1990] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Serious [3 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: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 54.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $833,000 |