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NFA A183 over FORTY-EIGHT CREEK

Map

Coordinates:
+35.37111, -87.66111
35°22'16" N, 87°39'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA A183 over FORTY-EIGHT CREEK
Structure number:910A1830001
Location:2.0 MI NORTH SR15
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
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: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:70 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201599.0GoodGoodVery GoodVery Good-70
June 201399.0GoodGoodVery GoodVery Good-70
July 201199.0GoodGoodVery GoodVery Good-70
October 200999.0GoodGoodVery GoodVery Good-70
November 200799.0GoodVery GoodVery GoodVery Good-70
January 200699.0GoodVery GoodVery GoodVery Good-70
February 200495.0GoodVery GoodVery GoodVery GoodFO70
March 200299.0GoodVery GoodVery GoodVery Good-70
July 200099.0GoodVery GoodVery GoodVery Good-70
September 199899.0GoodVery GoodVery GoodVery Good-70
September 199699.0GoodVery GoodVery GoodVery Good-40
November 199499.0GoodVery GoodVery GoodVery Good-40
October 199399.0GoodVery GoodVery GoodVery Good-40
December 199216.1PoorFairPoorFairSD40
July 199116.1PoorFairPoorFairSD40