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FAP 93 over SR 36

Map

Coordinates:
+36.51783, -82.51907
36°31'04" N, 82°31'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 93 over SR 36
Structure number:82SR0360010
Location:1 M SE JCT SR36&SR126
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:63.0 ft. [19.2 m]
Total length:209.0 ft. [63.7 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,340 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:68.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,109,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodSatisfactorySatisfactory2034068.5
March 2015FairGoodSatisfactorySatisfactory2001068.5
April 2013FairGoodSatisfactorySatisfactory2163068.5
April 2011FairGoodSatisfactorySatisfactory2227068.5
April 2009FairGoodSatisfactorySatisfactory2071068.5
May 2007FairFairSatisfactorySatisfactory2343067.5
May 2005FairFairSatisfactorySatisfactory2131066.5
May 2003FairFairSatisfactorySatisfactory2004067.5
May 2001FairFairSatisfactorySatisfactory2680066.5
May 1999FairFairSatisfactorySatisfactory2498064.5
June 1997FairFairSatisfactorySatisfactory2228064.5
May 1995FairFairSatisfactorySatisfactory2171064.5
May 1993FairFairSatisfactorySatisfactory2107064.5
August 1991FairFairSatisfactorySatisfactory1780077.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,0401,0004000
Deck
Reinforced Concrete Decksq. ft.9,2169,1447200
Wearing Surfacessq. ft.7,9867,986000
Substructure
Reinforced Concrete Columneach98100
Reinforced Concrete Abutmentlinear ft.120113520
Reinforced Concrete Pier Caplinear ft.132132000
Bearings
Movable Bearingeach2015500
Steel Protective Coatingsq. ft.4040000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.416408800