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NFA A108 over GREEN RIVER

Map

Coordinates:
+35.43083, -87.77333
35°25'51" N, 87°46'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A108 over GREEN RIVER
Structure number:910A1080001
Location:2.4 MI NE JCT SR13&SR128
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.9 ft. [14.9 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:23°
Owner:County Highway Agency [02]
Year built:1994
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:Fair
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,267,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201577.0FairGoodFairVery Good-120
August 201377.0FairGoodFairVery Good-120
September 201177.0FairGoodFairVery Good-120
December 200988.0FairGoodSatisfactoryVery Good-120
January 200888.0FairVery GoodSatisfactoryVery Good-120
January 200688.0FairVery GoodSatisfactoryVery Good-120
February 200486.0FairVery GoodSatisfactoryVery Good-120
March 200287.0FairVery GoodSatisfactoryVery Good-120
July 200087.0FairVery GoodSatisfactoryVery Good-120
September 199887.0GoodVery GoodVery GoodVery Good-120
October 199697.0GoodVery GoodVery GoodVery Good-50
August 199497.0GoodVery GoodVery GoodVery Good-50
December 199218.8PoorFairFairPoorSD50
July 199118.8PoorFairFairPoorSD50