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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,160 [as of 2015]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201497.6Not deficientGoodVery GoodVery Good4160
June 201296.6Not deficientGoodVery GoodVery Good4160
June 201096.6Not deficientGoodVery GoodVery Good4160
May 200896.6Not deficientGoodVery GoodVery Good4160
May 200698.6Not deficientGoodVery GoodVery Good4160
June 200498.6Not deficientGoodVery GoodVery Good4160
March 200298.6Not deficientGoodVery GoodVery Good4160
March 200098.6Not deficientVery GoodVery GoodVery Good3900
June 199897.6Not deficientVery GoodVery GoodVery Good3900
May 199697.6Not deficientVery GoodVery GoodVery Good3900
January 199597.7Not deficientVery GoodVery GoodVery Good3900
February 199212.8Structurally deficientFairFairPoor3900
May 199012.8Structurally deficientFairFairPoor3900