EADS ST over BRANCH OF BECKS RUN CRK
Map
Coordinates:
+40.41231, -79.9684440°24'44" N, 79°58'06" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | EADS ST over BRANCH OF BECKS RUN CRK |
| Structure number: | 027301000030270 |
| Location: | 301027 OFF PARKWOOD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Roadway width between curbs: | 12.5 ft. [3.8 m] |
| Deck width edge-to-edge: | 12.5 ft. [3.8 m] |
| Skew angle: | 6° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1952 |
| Year reconstructed: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Closed Grating [4] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2005] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 86.8 tons [78.9 metric tons] |
| Inventory rating: | 51.9 tons [47.2 metric tons] |
| Sufficiency rating: | 72.4 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1999] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 6.9 tons [6.3 metric tons] |
| Inventory rating: | 5.0 tons [4.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 20.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $93,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 1991] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 4.0 tons [3.6 metric tons] |
| Inventory rating: | 3.0 tons [2.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 13.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $51,000 |