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FAP 29 over NEW RIVER

Map

Coordinates:
+36.38232, -84.55333
36°22'56" N, 84°33'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 29 over NEW RIVER
Structure number:76SR0290009
Location:9 MI. NE.OF MORGAN CO.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:106.0 ft. [32.3 m]
Total length:408.5 ft. [124.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:49.9 ft. [15.2 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:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,920 [as of 2017]
Truck traffic:19% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryGoodGood592080.1
April 2015FairSatisfactoryGoodGood522080.1
April 2013FairSatisfactoryGoodGood519080.1
April 2011GoodVery GoodGoodGood585080.1
April 2009GoodVery GoodGoodGood592080.1
April 2007GoodVery GoodGoodGood616080.1
April 2005GoodVery GoodGoodGood642080.4
April 2003GoodVery GoodGoodGood589080.4
April 2001GoodVery GoodGoodGood592080.4
March 1999GoodVery GoodGoodGood557080.4
April 1997GoodVery GoodGoodGood477080.0
March 1995GoodVery GoodGoodGood511080.0
December 1992GoodVery GoodGoodGood491080.0
March 1991GoodVery GoodGoodGood491061.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,0451,0131,022100
Deck
Reinforced Concrete Decksq. ft.20,4504,06014,3452,0450
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.100851320
Reinforced Concrete Pier Caplinear ft.192192000
Joints
Pourable Jointlinear ft.100010000
Bearings
Elastomeric Bearingeach5050000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.818243493820