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FAU 3773 over FIRST CREEK

Map 

Coordinates:
+35.99389, -83.92111
35°59'38" N, 83°55'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 3773 over FIRST CREEK
Structure number:47037730003
Location:IN KNOXVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.0 ft. [5.5 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:61.4 ft. [18.7 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:12,360 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
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: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:98.0 tons [89.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$278,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201479.9Functionally obsolete---12360
May 201279.9Functionally obsolete---12360
May 201079.9Functionally obsolete---12360
May 200879.9Functionally obsolete---12360
May 200679.9Functionally obsolete---12310
June 200481.6Functionally obsolete---13810
April 200281.6Functionally obsolete---14200
March 200082.8Functionally obsolete---13030
June 199882.4Not deficient---15030
May 199693.2Not deficient---11800
September 199393.5Not deficient---9190
October 199192.7Not deficient---14300