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NFA A072 over THIRD CREEK

Map

Coordinates:
+35.98083, -84.00444
35°58'51" N, 84°00'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A072 over THIRD CREEK
Structure number:470A0720001
Location:1.6 M W OF SR62 I640 JCT
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1942
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,180 [as of 2017]
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: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:57.4 tons [52.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:69.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$130,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201669.6Fair5 out of 10FO1180
June 201462.0Fair5 out of 10FO1180
June 201262.0Fair5 out of 10FO1180
June 201062.0Fair5 out of 10FO1180
July 200862.0Fair5 out of 10FO1180
June 200659.0Fair5 out of 10FO1180
June 200459.0Fair5 out of 10FO1180
May 200259.0Fair5 out of 10FO1180
April 200069.1Fair6 out of 10FO1200
June 199869.1Fair6 out of 10FO1200
May 199687.2Fair6 out of 10-1200
June 199487.2Fair6 out of 10-1200
March 199287.2Fair6 out of 10-1200
May 199087.2Fair6 out of 10-1200