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NFA A100 over FALL CREEK

Map

Coordinates:
+36.28998, -83.80268
36°17'24" N, 83°48'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A100 over FALL CREEK
Structure number:870A1000001
Location:N OF SR170-W OF SR33 JCT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.6 ft. [7.2 m]
Total length:25.3 ft. [7.7 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:40 [as of 2019]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:61.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$176,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairSatisfactory4061.8
August 2016FairSatisfactoryFairSatisfactory4061.8
August 2014FairSatisfactoryFairSatisfactory4061.8
August 2012FairSatisfactoryFairSatisfactory4061.8
October 2010FairSatisfactoryFairSatisfactory4061.8
September 2008FairSatisfactoryFairSatisfactory4059.8
September 2006FairSatisfactoryFairSatisfactory4059.8
September 2004FairSatisfactoryFairSatisfactory4059.8
June 2002FairSatisfactoryFairSatisfactory4059.8
July 2000FairSatisfactoryFairSatisfactory4058.8
September 1998FairSatisfactoryFairSatisfactory4058.8
June 1996FairSatisfactoryFairSatisfactory4060.8
September 1994FairSatisfactoryFairSatisfactory4060.8
June 1992FairSatisfactoryFairSatisfactory4060.8
September 1990FairSatisfactoryFairSatisfactory4060.8