NORTH AVENUE over JONES FALLS, FALLS RD,RR
Map
Coordinates:
+39.31105, -76.6218239°18'40" N, 76°37'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NORTH AVENUE over JONES FALLS, FALLS RD,RR |
| Structure number: | 200000BC1208010 |
| Location: | NORTH AVE OVER CSX |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 129.9 ft. [39.6 m] |
| Total length: | 888.2 ft. [270.7 m] |
| Roadway width between curbs: | 74.2 ft. [22.6 m] |
| Deck width edge-to-edge: | 103.4 ft. [31.5 m] |
| Vertical clearance below bridge: | 14.1 ft. [4.3 m] |
| Skew angle: | 99° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1895 |
| Year reconstructed: | 1978 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 7 |
| Main spans material: | Masonry [8] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,400 [as of 2007] |
| Truck traffic: | 15% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $145,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,707 [as of 1994] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Scour calculation/evaluation has not been made. [6] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $52,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,707 [as of 1988] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 32.7 tons [29.7 metric tons] |
| Inventory rating: | 32.7 tons [29.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 83.1 |