SR 2067 over NS R/R, MON, CITY ST
Map
Coordinates:
+40.02351, -79.8902940°01'25" N, 79°53'25" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 2067 over NS R/R, MON, CITY ST |
| Structure number: | 622067001000000 |
| Location: | OLD BROWNSVILLE BRIDGE |
| Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 520.0 ft. [158.5 m] |
| Total length: | 944.9 ft. [288.0 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Vertical clearance above deck: | 19.7 ft. [6.0 m] |
| Vertical clearance below bridge: | 1939.1 ft. [591.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1913 |
| Year reconstructed: | 1987 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,749 [as of 2008] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 63.9 tons [58.1 metric tons] |
| Inventory rating: | 38.0 tons [34.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 57.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,562 [as of 2000] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 13.9 tons [12.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 33.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,098 [as of 1992] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Poor [4 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 29.7 tons [27.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.7 |
| Estimated cost of work: | $2,082,000 |