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NFA A159 over HURRICANE CREEK

Map

Coordinates:
+35.32667, -87.75528
35°19'36" N, 87°45'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA A159 over HURRICANE CREEK
Structure number:910A1590001
Location:IN CITY OF WAYNESBORO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1995
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: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: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,050 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Better than present minimum criteria [7]
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:90.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201590.1GoodGoodGoodVery Good-1050
July 201390.1GoodGoodGoodVery Good-1050
September 201190.1GoodGoodGoodVery Good-1050
November 200990.1GoodGoodVery GoodVery Good-1050
December 200790.1GoodGoodVery GoodVery Good-1050
January 200690.1GoodVery GoodVery GoodVery Good-1050
February 200490.1GoodVery GoodVery GoodVery Good-1050
February 200290.1GoodVery GoodVery GoodVery Good-1050
June 200090.1GoodVery GoodVery GoodVery Good-1050
September 199890.1GoodVery GoodVery GoodVery Good-1050
July 199676.6GoodVery GoodVery GoodVery Good-930
November 199584.0GoodVery GoodVery GoodVery Good-930
October 19942.0PoorPoorFairCriticalSD930
January 19932.0PoorPoorFairCriticalSD930
May 199146.3FairSatisfactoryFairFairFO930