FAU 5667 over BRANCH


+35.94222, -84.01028
35°56'32" N, 84°00'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5667 over BRANCH
Structure number:470A0690001
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:25.3 ft. [7.7 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,420 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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: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]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:80.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$214,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201680.4Good7 out of 10FO5420
May 201480.4Good7 out of 10FO5420
May 201272.8Good7 out of 10FO5420
April 201072.8Good7 out of 10FO5420
May 200872.8Good7 out of 10FO5420
April 200672.8Good7 out of 10FO5420
May 200472.8Good7 out of 10FO5420
April 200268.8Good7 out of 10FO5420
March 200069.4Good7 out of 10FO990
June 199869.4Good7 out of 10FO990
May 199667.4Good7 out of 10FO990
June 199467.4Fair6 out of 10FO990
March 199267.4Fair6 out of 10FO990
May 199067.4Fair6 out of 10FO990