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FAU 5650 over THIRD CREEK

Map 

Coordinates:
+35.95500, -83.94861
35°57'18" N, 83°56'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5650 over THIRD CREEK
Structure number:470A0920001
Location:N OF SR1-SR158 JCT-TYSON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:18.0 ft. [5.5 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Skew angle:39°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel [3]
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:9,770 [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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:54.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$490,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201454.3Functionally obsolete---9770
May 201254.3Functionally obsolete---9770
May 201054.3Functionally obsolete---9770
May 200854.3Functionally obsolete---9770
May 200654.3Functionally obsolete---9770
July 200454.3Functionally obsolete---9770
April 200253.2Functionally obsolete---9770
March 200052.7Functionally obsolete---10970
June 199852.7Functionally obsolete---10970
May 199651.6Functionally obsolete---10970
June 199451.8Functionally obsolete---10970
March 199251.8Functionally obsolete---10970
May 199051.8Functionally obsolete---10970