I-285 over CR 1971- CHATT RIV.- RR
Map
Coordinates:
+33.80866, -84.4950033°48'31" N, 84°29'42" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-285 over CR 1971- CHATT RIV.- RR |
| Structure number: | 000000012102420 |
| Location: | IN W ATLANTA |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 109.9 ft. [33.5 m] |
| Total length: | 846.8 ft. [258.1 m] |
| Roadway width between curbs: | 130.9 ft. [39.9 m] |
| Deck width edge-to-edge: | 134.2 ft. [40.9 m] |
| Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
| Skew angle: | 20° |
| Owner: | State Highway Agency [01] |
| Year built: | 1968 |
| Year reconstructed: | 1982 |
| 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: | 12 |
| 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: | 151,380 [as of 2007] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Sufficiency rating: | 65.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 174,701 [as of 1998] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 17.7 tons [16.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 56.5 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 174,701 [as of 1990] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.0 |