FAP 58 LL over SR 58 WB / SR 153


+35.09028, -85.21833
35°05'25" N, 85°13'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 58 LL over SR 58 WB / SR 153
Structure number:33SR0580020
Location:SR-58 / SR-153 JCT.
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,990 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:34.7 tons [31.5 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:45.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$730,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201545.5FairSatisfactoryFairFairFO28990
April 201346.0FairSatisfactoryFairFairFO24320
April 201148.7FairSatisfactoryFairFairFO24900
April 200948.6FairSatisfactoryFairFairFO25780
April 200748.6FairSatisfactoryFairFairFO26530
April 200548.7FairSatisfactoryFairFairFO24820
February 200351.0FairSatisfactorySatisfactoryFairFO23390
March 200153.9FairSatisfactorySatisfactoryFairFO27010
January 199964.4FairSatisfactorySatisfactorySatisfactoryFO26090
April 199749.1FairSatisfactorySatisfactoryFairFO27800
March 199557.8FairSatisfactoryGoodSatisfactoryFO27690
March 199356.4FairSatisfactoryGoodSatisfactoryFO22230
February 199158.4FairSatisfactoryGoodGoodFO25310

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.606597540
Reinforced Concrete Top Flangesq. ft.9,0909,090000
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.10095320
Reinforced Concrete Pier Caplinear ft.78606120
Strip Seal Jointlinear ft.8608600
Elastomeric Bearingeach2121000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.404404000