EDGEWOOD AVE. over NORSOUTHERN RR (717931Y)
Map
Coordinates:
+33.75430, -84.3656133°45'15" N, 84°21'56" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | EDGEWOOD AVE. over NORSOUTHERN RR (717931Y) |
| Structure number: | 000000012100240 |
| Location: | IN ATLANTA |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 200.8 ft. [61.2 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 60.4 ft. [18.4 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 99° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1906 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 7 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,760 [as of 2007] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $867,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,644 [as of 1998] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 25.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $867,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,644 [as of 1990] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 24.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |