T-554 (CO BR # 7) over BROWNS CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+41.78600, -76.5532541°47'10" N, 76°33'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | T-554 (CO BR # 7) over BROWNS CREEK |
Structure number: | 087206055400070 |
Location: | 1 MI NE INT. SR - 6 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 94.2 ft. [28.7 m] |
Roadway width between curbs: | 9.8 ft. [3.0 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 9.8 ft. [3.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1853 |
Year reconstructed: | 2003 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Wood or timber [7] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2009
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2009] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 32.0 |
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 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2009 | Fair | Good | Good | Satisfactory | 50 | 32.0 |
June 1999 | Fair | Satisfactory | Fair | Satisfactory | 50 | 17.3 |
October 1991 | Fair | Satisfactory | Fair | Satisfactory | 50 | 17.4 |