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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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,780 [as of 2015]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201499.6Not deficient---4780
May 201299.6Not deficient---4780
April 201099.6Not deficient---4780
April 200899.6Not deficient---4780
June 200614.7Structurally deficientPoorPoorSerious4780
June 200414.7Structurally deficientPoorPoorSerious4780
April 200214.7Structurally deficientPoorPoorSerious4780
March 200049.8Structurally deficientPoorPoorPoor1000
June 199849.8Structurally deficientPoorPoorPoor1000
May 199649.8Structurally deficientPoorPoorPoor1000
June 199449.5Structurally deficientPoorPoorPoor1000
March 199249.5Structurally deficientPoorPoorPoor1000
February 199049.5Structurally deficientPoorPoorPoor1000