NFA C334 over BRANCH


+36.01028, -83.92028
36°00'37" N, 83°55'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA C334 over BRANCH
Structure number:470C3340003
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:36.1 ft. [11.0 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,290 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:85.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201685.1GoodVery GoodVery GoodVery Good-2290
May 201485.1GoodVery GoodVery GoodVery Good-2290
May 201290.3GoodVery GoodVery GoodVery Good-2290
May 201090.3GoodVery GoodVery GoodVery Good-2290
May 200890.3GoodVery GoodVery GoodVery Good-2290
May 200690.3GoodVery GoodVery GoodVery Good-2290
June 200490.3GoodVery GoodVery GoodVery Good-2290
April 200288.3GoodVery GoodVery GoodVery Good-2290
March 200060.2Poor---SD2000
June 199860.2Poor---SD2000
May 199642.9Poor---SD2000
May 199445.1Poor---SD2000
March 199258.2Fair----2000
May 199058.2Fair----2000