COUNTY HIGHWAY119 over BRANCH
Map
Coordinates:
+34.38587, -86.4532434°23'09" N, 86°27'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY HIGHWAY119 over BRANCH |
Structure number: | 004160 |
Old structure number: | 0000019648027Z0 (from 1992 edition) |
Location: | 5453 FT N JCT 1214 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 43.3 ft. [13.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1951 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 550 [as of 2000] |
Truck traffic: | 2% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $418,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2016 | Fair | 6 out of 10 | 550 | 91.3 |
May 2014 | Fair | 6 out of 10 | 550 | 91.3 |
May 2012 | Fair | 6 out of 10 | 550 | 91.3 |
May 2010 | Fair | 6 out of 10 | 550 | 91.3 |
June 2008 | Fair | 6 out of 10 | 550 | 94.3 |
June 2006 | Fair | 6 out of 10 | 550 | 63.3 |
June 2004 | Fair | 6 out of 10 | 550 | 63.3 |
June 2002 | Fair | 6 out of 10 | 550 | 63.3 |
June 2000 | Fair | 6 out of 10 | 550 | 63.3 |
June 1998 | Good | 7 out of 10 | 1000 | 63.1 |
July 1996 | Good | 7 out of 10 | 1000 | 62.8 |
September 1994 | Good | 7 out of 10 | 1000 | 62.8 |
February 1993 | Fair | 6 out of 10 | 250 | 64.2 |
March 1991 | Fair | 6 out of 10 | 250 | 64.2 |