FAP 71 over TN R-A132-SOURR-FAU1124


+35.96083, -83.89694
35°57'39" N, 83°53'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAP 71 over TN R-A132-SOURR-FAU1124
Structure number:47X00710001
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:390.1 ft. [118.9 m]
Total length:1899.0 ft. [578.8 m]
Roadway width between curbs:118.1 ft. [36.0 m]
Deck width edge-to-edge:120.1 ft. [36.6 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1983
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans 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: March 2016 

Status:Open, no restriction [A]
Average daily traffic:12,410 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$95,941,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201676.3Not deficientSatisfactoryGoodFair12410
March 201474.7Not deficientSatisfactoryGoodFair14280
March 201272.8Not deficientSatisfactoryGoodFair16490
March 201072.3Not deficientSatisfactoryGoodFair17100
May 200873.0Not deficientSatisfactoryGoodFair17590
April 200674.7Not deficientSatisfactoryGoodFair16580
February 200474.0Not deficientSatisfactoryGoodFair20270
November 200180.2Not deficientSatisfactoryGoodFair10230
March 20000.0Not applicable---2580
April 199881.3Not deficientSatisfactoryGoodFair8990
December 199593.6Not deficientSatisfactoryGoodGood8500
June 199493.4Not deficientSatisfactoryGoodGood8840
March 199295.3Not deficientGoodGoodGood6300
March 199095.3Not deficientGoodGoodGood6300