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FAU 332 over FOURTH CREEK

Map 

Coordinates:
+35.92778, -84.00000
35°55'40" N, 84°00'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 332 over FOURTH CREEK
Structure number:47S24060009
Location:IN KNOXVILLE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:17.1 ft. [5.2 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:16,960 [as of 2014]
Truck traffic:4% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:73.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$905,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201473.4Not deficient---16960
April 201273.0Not deficient---17800
April 201073.0Not deficient---17680
April 200870.6Not deficient---16500
April 200670.0Not deficient---17710
March 200468.9Not deficient---19940
February 200268.8Not deficient---20240
February 200049.8Not deficient---20110
March 199849.5Not deficient---20610
October 199550.2Not deficient---19460
May 199451.5Not deficient---17380
January 199249.9Not deficient---19920
January 199049.9Not deficient---19920