T-751 (CO.BR.#37) over BECKWITH CREEK
Map
Coordinates:
+41.95121, -76.8874341°57'04" N, 76°53'15" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | T-751 (CO.BR.#37) over BECKWITH CREEK |
| Structure number: | 087233075100370 |
| Location: | 0.15 MI. S. OF SR 4031 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 83.0 ft. [25.3 m] |
| Total length: | 86.0 ft. [26.2 m] |
| Roadway width between curbs: | 12.5 ft. [3.8 m] |
| Deck width edge-to-edge: | 13.8 ft. [4.2 m] |
| Skew angle: | 16° |
| Owner: | County Highway Agency [02] |
| Year built: | 1908 |
| Year reconstructed: | 1964 |
| 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: | Truss - Thru [10] |
| Deck type: | Open Grating [3] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 2009] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 23.0 tons [20.9 metric tons] |
| Inventory rating: | 12.0 tons [10.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 25.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 1999] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 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: | 22.8 tons [20.7 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 25.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $620,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 1990] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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: | 14.9 tons [13.5 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Sufficiency rating: | 38.1 |