Hydro Street over Peachtree Branch
Map
Coordinates:
+37.46076, -79.1874337°27'39" N, 79°11'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Hydro Street over Peachtree Branch |
Structure number: | 000000000020516 |
Location: | 0015C&O RWY 0001V E S RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
Skew angle: | 8° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 2011] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 condition. [5] |
Sufficiency rating: | 78.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $264,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Satisfactory | Good | 150 | 78.0 |
May 2015 | Fair | Good | Satisfactory | Good | 150 | 78.0 |
May 2013 | Fair | Good | Fair | Good | 150 | 67.0 |
May 2011 | Fair | Good | Fair | Good | 150 | 68.0 |
May 2009 | Fair | Good | Fair | Good | 150 | 68.0 |
May 2007 | Fair | Good | Satisfactory | Good | 150 | 79.0 |
May 2005 | Fair | Good | Satisfactory | Good | 150 | 79.0 |
May 2003 | Fair | Good | Satisfactory | Good | 150 | 80.0 |
May 2001 | Fair | Good | Satisfactory | Good | 150 | 80.0 |
May 1999 | Fair | Good | Satisfactory | Good | 150 | 80.0 |
June 1997 | Fair | Good | Satisfactory | Good | 150 | 80.0 |
June 1995 | Fair | Good | Satisfactory | Good | 150 | 80.0 |
June 1993 | Good | Good | Good | Good | 50 | 83.0 |
June 1991 | Good | Good | Good | Good | 50 | 84.0 |