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NFA A082 over TAYLOR CREEK

Map

Coordinates:
+35.99500, -85.60583
35°59'42" N, 85°36'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A082 over TAYLOR CREEK
Structure number:930A0820001
Location:3MI NORTH OF US 70
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.1 ft. [11.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1960
Year reconstructed:1989
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:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2016]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:70.3 tons [63.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201681.9GoodGoodVery GoodGood-300
March 201482.9GoodVery GoodVery GoodGood-300
March 201282.9GoodVery GoodVery GoodGood-300
February 201082.9GoodVery GoodVery GoodGood-300
March 200882.9GoodVery GoodVery GoodVery Good-300
March 200682.9GoodVery GoodVery GoodVery Good-300
March 200482.9GoodVery GoodVery GoodVery Good-300
April 200282.9GoodVery GoodVery GoodVery Good-300
February 200082.9GoodVery GoodVery GoodVery Good-300
February 199881.9GoodVery GoodVery GoodVery Good-300
November 199593.0GoodVery GoodVery GoodVery Good-100
September 199393.0GoodVery GoodVery GoodVery Good-100
November 199193.0GoodVery GoodVery GoodVery Good-100