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FAU 4976 over WOLFTEVER CREEK

Map

Coordinates:
+35.08277, -85.06545
35°04'58" N, 85°03'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 4976 over WOLFTEVER CREEK
Structure number:33SR3510005
Location:0.5 MI S OF SR2 JCT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:359.9 ft. [109.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,830 [as of 2018]
Truck traffic:4% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood983097.1
May 2015GoodGoodGoodGood983097.1
May 2013GoodGoodGoodGood983098.1
May 2011GoodGoodGoodGood983099.1
April 2009GoodGoodGoodGood983099.1
May 2007GoodGoodGoodGood983099.1
May 2005GoodGoodGoodGood781099.3
July 2003GoodGoodGoodGood781099.3
May 2001GoodGoodGoodGood1249098.8
April 1999GoodGoodGoodGood405099.6
July 1997GoodGoodGoodVery Good981099.1
August 1994GoodVery GoodVery GoodVery Good1359089.8