NFA A125 over BRANCH


+35.98806, -83.85917
35°59'17" N, 83°51'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A125 over BRANCH
Structure number:470A1250003
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:69.9 ft. [21.3 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,160 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.2 tons [72.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201697.6GoodGoodVery GoodVery Good-4160
June 201497.6GoodGoodVery GoodVery Good-4160
June 201296.6GoodGoodVery GoodVery Good-4160
June 201096.6GoodGoodVery GoodVery Good-4160
May 200896.6GoodGoodVery GoodVery Good-4160
May 200698.6GoodGoodVery GoodVery Good-4160
June 200498.6GoodGoodVery GoodVery Good-4160
March 200298.6GoodGoodVery GoodVery Good-4160
March 200098.6GoodVery GoodVery GoodVery Good-3900
June 199897.6GoodVery GoodVery GoodVery Good-3900
May 199697.6GoodVery GoodVery GoodVery Good-3900
January 199597.7GoodVery GoodVery GoodVery Good-3900
February 199212.8PoorFairFairPoorSD3900
May 199012.8PoorFairFairPoorSD3900