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FAU 4976 over WOLFTEVER CREEK

Map 

Coordinates:
+35.08250, -85.06528
35°04'57" N, 85°03'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:9,830 [as of 2016]
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 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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201597.1Not deficientGoodGoodGood9830
May 201398.1Not deficientGoodGoodGood9830
May 201199.1Not deficientGoodGoodGood9830
April 200999.1Not deficientGoodGoodGood9830
May 200799.1Not deficientGoodGoodGood9830
May 200599.3Not deficientGoodGoodGood7810
July 200399.3Not deficientGoodGoodGood7810
May 200198.8Not deficientGoodGoodGood12490
April 199999.6Not deficientGoodGoodGood4050
July 199799.1Not deficientGoodGoodVery Good9810
August 199489.8Not deficientVery GoodVery GoodVery Good13590