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FAU 3604 over BRANCH

Map

Coordinates:
+35.05307, -85.15212
35°03'11" N, 85°09'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3604 over BRANCH
Structure number:33M36040005
Location:IN CHATTANOOGA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,420 [as of 2018]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$127,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Good7 out of 10342072.4
June 2015Good7 out of 10342070.0
June 2013Good7 out of 10342070.0
June 2011Good7 out of 10342070.0
May 2009Good7 out of 10342070.0
May 2007Good7 out of 10342070.0
May 2005Good7 out of 10462069.9
June 2003Good7 out of 10462069.9
May 2001Good7 out of 10296070.1
April 1999Good7 out of 10222075.2
July 1997Good7 out of 10187077.3
April 1995Good7 out of 10225075.1
April 1993Good7 out of 10152077.2
June 1991Good7 out of 10132084.8