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NFA A536 over SHAWNETTE CREEK

Map

Coordinates:
+35.18722, -87.65694
35°11'14" N, 87°39'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A536 over SHAWNETTE CREEK
Structure number:910A5360007
Location:4.7 MI W OF LAWRENCE CO.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.0 ft. [12.8 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2005
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2016]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201589.0FairGoodVery GoodSatisfactory-150
April 201389.0FairGoodVery GoodSatisfactory-150
June 201189.0FairGoodVery GoodSatisfactory-150
September 200989.0FairGoodVery GoodSatisfactory-150
October 200789.0FairVery GoodVery GoodSatisfactory-150
December 200589.0GoodVery GoodVery GoodVery Good-150
February 200425.6PoorFairPoorPoorSD150
January 200229.7PoorFairPoorFairSD150
June 200029.7PoorFairPoorFairSD150
July 199827.6PoorFairPoorFairSD150
August 199647.8FairFairFairFair-30
September 199447.8FairFairFairFair-30
February 199316.8PoorFairFairSeriousSD30
June 199116.8PoorFairFairSeriousSD30