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FAP 71 over TN R-A132-SOURR-FAU1124

Map 

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

Facts 

Name:FAP 71 over TN R-A132-SOURR-FAU1124
Structure number:47X00710001
Location:S. KNOXVILLE BLVD.
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 2014 

Status:Open, no restriction [A]
Average daily traffic:14,280 [as of 2014]
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:74.7
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 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