I-20 over CS 1575 LUCILE AVE.
Map
Coordinates:
+33.74225, -84.4218433°44'32" N, 84°25'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-20 over CS 1575 LUCILE AVE. |
| Structure number: | 000000012101770 |
| Location: | IN W ATLANTA |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 150.9 ft. [46.0 m] |
| Total length: | 286.8 ft. [87.4 m] |
| Roadway width between curbs: | 128.0 ft. [39.0 m] |
| Deck width edge-to-edge: | 131.2 ft. [40.0 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 32° |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| Year reconstructed: | 1981 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| 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: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 169,790 [as of 2007] |
| 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: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 82.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,856,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 124,500 [as of 1998] |
| Truck traffic: | 4% 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: | 49.5 tons [45.0 metric tons] |
| Inventory rating: | 29.7 tons [27.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,856,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 109,140 [as of 1990] |
| Truck traffic: | 4% 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: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |