FAP 115 over SR115 /SR158&TENN. RIV.


+35.94556, -83.94694
35°56'44" N, 83°56'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAP 115 over SR115 /SR158&TENN. RIV.
Structure number:47SR1150009
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:323.2 ft. [98.5 m]
Total length:1179.5 ft. [359.5 m]
Roadway width between curbs:129.9 ft. [39.6 m]
Deck width edge-to-edge:136.2 ft. [41.5 m]
Vertical clearance below bridge:56.8 ft. [17.3 m]
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:52,370 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
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:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$58,126,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201679.0GoodGoodVery GoodGoodFO52370
January 201479.0GoodGoodVery GoodGoodFO56930
January 201279.0GoodGoodVery GoodGoodFO55800
January 201079.0GoodGoodVery GoodGoodFO58660
May 200880.0GoodGoodVery GoodGoodFO57410
March 200681.0GoodGoodVery GoodGoodFO55400
March 200481.0GoodGoodVery GoodGoodFO54180
December 200181.0GoodGoodVery GoodGoodFO56100
December 199983.0GoodGoodVery GoodGood-57520
April 199883.0GoodVery GoodVery GoodGood-52830
November 199581.0GoodVery GoodVery GoodGood-48050
June 199481.0GoodVery GoodVery GoodGood-46490
February 199281.0GoodVery GoodVery GoodGood-52170
October 199030.4PoorPoorFairFairSD52170