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NFA A071 over TAYLOR CREEK

Map

Coordinates:
+35.99722, -85.61556
35°59'50" N, 85°36'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA A071 over TAYLOR CREEK
Structure number:930A0710001
Location:3MI NORTH OF US70
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:32°
Owner:County Highway Agency [02]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:440 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:52.0 tons [47.3 metric tons]
Sufficiency rating:94.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201694.4GoodGoodVery GoodGood-440
April 201494.4GoodGoodVery GoodGood-440
April 201294.4GoodGoodVery GoodVery Good-440
September 201094.4GoodGoodVery GoodVery Good-440
February 201012.6FairFairFairFairSD440
March 200841.5PoorPoorFairFairSD440
March 200641.5PoorPoorFairFairSD440
March 200441.5PoorPoorFairFairSD440
April 200243.5FairFairFairFairFO440
February 200049.7FairSatisfactoryFairFairFO440
March 199851.8FairSatisfactoryFairFairFO440
November 199554.4FairSatisfactoryFairFairFO70
September 199354.4FairSatisfactoryFairFairFO70
November 199154.4FairSatisfactoryFairFairFO70