Share:

NFA A021 over WHITE CREEK

Map 

Coordinates:
+36.03056, -83.90306
36°01'50" N, 83°54'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA A021 over WHITE CREEK
Structure number:470A0210001
Location:1.5 M E OF SR33-SR331 JCT
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,090 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
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]
Sufficiency rating:63.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$115,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201663.8FairSatisfactoryFairFair-1090
May 201463.8FairSatisfactoryFairFair-1090
May 201263.8FairSatisfactoryFairFair-1090
May 201063.8FairSatisfactoryFairFair-1090
May 200863.8FairSatisfactoryFairFair-1090
May 200660.8FairSatisfactoryFairFair-1090
June 200460.8FairSatisfactoryFairFair-1090
May 200260.8FairSatisfactoryFairFair-1090
April 200060.0FairSatisfactorySatisfactoryFair-800
July 199858.0FairSatisfactorySatisfactoryFair-800
March 199658.0FairSatisfactorySatisfactoryFair-800
December 199358.0FairSatisfactorySatisfactoryFair-800
February 199258.0FairSatisfactorySatisfactoryFair-800
May 199058.0FairSatisfactorySatisfactoryFair-800