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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201598.5GoodVery GoodVery GoodVery Good-3620
June 201398.5GoodVery GoodVery GoodVery Good-3620
June 201198.5GoodVery GoodVery GoodVery Good-3620
May 200998.5GoodGoodGoodGood-3620
May 200771.8FairFairSatisfactorySatisfactoryFO3620
June 200571.5FairFairSatisfactorySatisfactoryFO4660
June 200371.5FairFairSatisfactorySatisfactoryFO4660
June 200171.9FairFairSatisfactorySatisfactoryFO3010
May 199971.9FairFairSatisfactorySatisfactoryFO2680
July 199772.0FairFairSatisfactorySatisfactoryFO2230
April 199573.0FairSatisfactorySatisfactorySatisfactoryFO2190
May 199372.9FairSatisfactorySatisfactorySatisfactoryFO2790
February 199273.3FairSatisfactorySatisfactorySatisfactoryFO1000
February 199071.3FairSatisfactorySatisfactorySatisfactoryFO1000