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NFA B233 over BRANCH

Map

Coordinates:
+35.01180, -85.23377
35°00'42" N, 85°14'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA B233 over BRANCH
Structure number:330B2330001
Location:IN CITY OF CHATTANOOGA
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.5 ft. [4.1 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1925
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:230 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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:73.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$125,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2016Fair6 out of 1023073.0
March 2014Fair6 out of 1023073.0
March 2012Fair6 out of 1023073.0
March 2010Fair6 out of 1023073.0
February 2008Fair6 out of 1023073.0
March 2006Fair6 out of 1023073.0
March 2004Fair6 out of 1023073.0
March 2002Fair6 out of 1023073.0
April 2000Fair6 out of 1023073.0
March 1998Good7 out of 1023073.0
April 1996Good7 out of 105077.0
February 1994Good7 out of 105077.9
March 1992Good7 out of 105077.9
February 1990Good7 out of 105077.9