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FAP 28 over WOLF RIVER

Map

Coordinates:
+36.54230, -84.96187
36°32'32" N, 84°57'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 28 over WOLF RIVER
Structure number:25SR0280003
Location:IN PALL MALL,TENNESSEE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:100.1 ft. [30.5 m]
Total length:159.1 ft. [48.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,410 [as of 2015]
Truck traffic:16% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:30.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,240,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016PoorSatisfactoryPoorFair141030.7
July 2014PoorSatisfactoryPoorFair139030.9
July 2012PoorSatisfactoryPoorPoor140030.8
July 2010FairSatisfactoryFairFair162042.0
August 2008FairSatisfactoryFairFair152051.5
July 2006FairSatisfactorySatisfactorySatisfactory152063.9
June 2004FairSatisfactorySatisfactorySatisfactory148064.1
July 2002FairSatisfactorySatisfactorySatisfactory153063.8
June 2000FairSatisfactorySatisfactorySatisfactory161064.5
June 1998FairSatisfactorySatisfactorySatisfactory173065.9
May 1996FairSatisfactorySatisfactorySatisfactory154064.8
November 1995FairSatisfactorySatisfactorySatisfactory137065.6
June 1994FairGoodSatisfactorySatisfactory137065.6
June 1992FairSatisfactorySatisfactoryFair153043.1
July 1990FairSatisfactorySatisfactoryFair153043.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2882771100
Steel Stringerlinear ft.794792002
Deck
Reinforced Concrete Decksq. ft.3,9703,970000
Superstructure
Steel Trusslinear ft.31825840200
Steel Floor Beamlinear ft.155149060
Substructure
Reinforced Concrete Pier Walllinear ft.65402500
Reinforced Concrete Abutmentlinear ft.6054600
Joints
Strip Seal Jointlinear ft.2525000
Pourable Jointlinear ft.2525000
Bearings
Movable Bearingeach1200120
Fixed Bearingeach22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.203203000
Other Material Bridge Raillinear ft.115115000