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FAU 1 over TURKEY CREEK

Map

Coordinates:
+35.86778, -84.20333
35°52'04" N, 84°12'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 1 over TURKEY CREEK
Structure number:47SR0010001
Location:.2 M E OF FARRAGUT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.5 ft. [8.7 m]
Total length:85.6 ft. [26.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:23,850 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
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]
Operating rating:84.2 tons [76.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$289,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201581.0GoodGoodGoodGoodFO23850
November 201381.0GoodGoodGoodGoodFO22560
December 201151.2FairSatisfactoryFairFairFO18220
January 201051.2FairSatisfactoryFairFairFO19270
January 200851.2FairSatisfactoryFairFairFO19640
January 200654.2FairSatisfactoryFairFairFO19530
January 200454.2FairSatisfactoryFairFairFO19260
October 200152.2FairSatisfactoryGoodFairFO16900
November 199966.0FairSatisfactoryGoodSatisfactoryFO16830
January 199866.0FairSatisfactoryGoodSatisfactoryFO16000
September 199566.0FairSatisfactoryGoodSatisfactoryFO17000
October 199366.0FairSatisfactoryGoodGoodFO15750
November 199166.0FairSatisfactoryGoodGoodFO12500
January 199066.0FairSatisfactoryGoodGoodFO12500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.342342000
Reinforced Concrete Girder/Beamlinear ft.68459865210
Deck
Reinforced Concrete Decksq. ft.7,0966,56453200
Substructure
Reinforced Concrete Pier Walllinear ft.2491995000
Reinforced Concrete Abutmentlinear ft.1661006600
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.171171000
Reinforced Concrete Bridge Raillinear ft.1711611000