T805, DEPOT STREET over CASSELMAN RIVER
Map
Coordinates:
+39.75740, -79.0879039°45'27" N, 79°05'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | T805, DEPOT STREET over CASSELMAN RIVER |
Structure number: | 000000000031853 |
Old structure number: | 557206080530250 (from 1992 edition) |
Location: | SALISBURY,DEPOT STREET |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 107.9 ft. [32.9 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Vertical clearance above deck: | 12.1 ft. [3.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1894 |
Year reconstructed: | 1999 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 100 [as of 2017] |
Truck traffic: | 1% of total traffic |
Substructure condition: | Poor [4 out of 9] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,347,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Poor | - | - | Poor | 100 | 0.0 |
June 2015 | Poor | - | - | Poor | 100 | 0.0 |
June 2013 | Poor | Fair | - | Poor | 100 | 16.4 |
June 2011 | Poor | Fair | - | Poor | 100 | 16.4 |
June 2009 | Poor | Fair | - | Poor | 100 | 16.4 |
June 2007 | Poor | Good | - | Poor | 100 | 17.6 |
June 2005 | Poor | Good | Critical | Poor | 100 | 17.6 |
June 2003 | Poor | Fair | Serious | Poor | 100 | 16.4 |
August 2001 | Poor | Fair | Serious | Poor | 100 | 16.4 |
August 1999 | Poor | Fair | Serious | Poor | 100 | 16.4 |
November 1997 | Poor | Satisfactory | Poor | Fair | 100 | 18.7 |
November 1995 | Poor | Satisfactory | Poor | Fair | 100 | 18.7 |
December 1993 | Poor | Satisfactory | Poor | Fair | 100 | 18.7 |
January 1992 | Poor | Satisfactory | Poor | Fair | 100 | 18.7 |