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FAU 4145 over WOLFTEVER CREEK

Map 

Coordinates:
+35.08417, -85.07250
35°05'03" N, 85°04'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 4145 over WOLFTEVER CREEK
Structure number:330E0680003
Location:.02 MI SOUTH OF I75
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.1 ft. [24.4 m]
Total length:319.9 ft. [97.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:3,620 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:60.3 tons [54.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201598.5Not deficientVery GoodVery GoodVery Good3620
June 201398.5Not deficientVery GoodVery GoodVery Good3620
June 201198.5Not deficientVery GoodVery GoodVery Good3620
May 200998.5Not deficientGoodGoodGood3620
May 200771.8Functionally obsoleteFairSatisfactorySatisfactory3620
June 200571.5Functionally obsoleteFairSatisfactorySatisfactory4660
June 200371.5Functionally obsoleteFairSatisfactorySatisfactory4660
June 200171.9Functionally obsoleteFairSatisfactorySatisfactory3010
May 199971.9Functionally obsoleteFairSatisfactorySatisfactory2680
July 199772.0Functionally obsoleteFairSatisfactorySatisfactory2230
April 199573.0Functionally obsoleteSatisfactorySatisfactorySatisfactory2190
May 199372.9Functionally obsoleteSatisfactorySatisfactorySatisfactory2790
February 199273.3Functionally obsoleteSatisfactorySatisfactorySatisfactory1000
February 199071.3Functionally obsoleteSatisfactorySatisfactorySatisfactory1000