I-83 over JONES FALLS & UNION AVE
Map
Coordinates:
+39.33199, -76.6422639°19'55" N, 76°38'32" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-83 over JONES FALLS & UNION AVE |
| Structure number: | 200000BC3114010 |
| Location: | I-83 OVER JF & UNION AVE |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 63.0 ft. [19.2 m] |
| Total length: | 1845.2 ft. [562.4 m] |
| Roadway width between curbs: | 84.0 ft. [25.6 m] |
| Deck width edge-to-edge: | 90.9 ft. [27.7 m] |
| Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1959 |
| Year reconstructed: | 1987 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 33 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 86,900 [as of 2007] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 65.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $526,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 74,122 [as of 1994] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 65.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $87,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,499 [as of 1988] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 88.7 |