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NFA A595 over FOURTH CREEK

Map 

Coordinates:
+35.94528, -84.01500
35°56'43" N, 84°00'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA A595 over FOURTH CREEK
Structure number:470A5950001
Location:WEISGARBER RD-N OF LONAS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:10.2 ft. [3.1 m]
Total length:34.5 ft. [10.5 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1936
Historic significance:Historical significance is not determinable at this time [4]
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:1,790 [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 replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:49.5 tons [45.0 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$182,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201466.4Functionally obsolete---1790
May 201261.0Functionally obsolete---1790
April 201061.0Functionally obsolete---1790
May 200861.0Functionally obsolete---1790
April 200658.0Functionally obsolete---1790
May 200458.0Functionally obsolete---1790
April 200258.0Functionally obsolete---1790
May 200058.3Functionally obsolete---750
June 199858.3Functionally obsolete---750
May 199658.3Functionally obsolete---750
June 199458.3Functionally obsolete---750
March 199258.3Functionally obsolete---750
May 199058.3Functionally obsolete---750