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FAU 5662 over WILLIAMS CREEK

Map

Coordinates:
+35.97500, -83.88667
35°58'30" N, 83°53'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 5662 over WILLIAMS CREEK
Structure number:470A0330001
Location:IN KNOXVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.1 ft. [4.3 m]
Total length:28.9 ft. [8.8 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:2007
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,780 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.6

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201699.6Good8 out of 10-4780
May 201499.6Good8 out of 10-4780
May 201299.6Good8 out of 10-4780
April 201099.6Good8 out of 10-4780
April 200899.6Good8 out of 10-4780
June 200614.7PoorN out of 10SD4780
June 200414.7PoorN out of 10SD4780
April 200214.7PoorN out of 10SD4780
March 200049.8PoorN out of 10SD1000
June 199849.8PoorN out of 10SD1000
May 199649.8PoorN out of 10SD1000
June 199449.5PoorN out of 10SD1000
March 199249.5PoorN out of 10SD1000
February 199049.5PoorN out of 10SD1000