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USH 8 over S FK JUMP RIVER

Map

Coordinates:
+45.55332, -90.28441
45°33'12" N, 90°17'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USH 8 over S FK JUMP RIVER
Structure number:B50003300000000
Location:0.3M E JCT CTH A
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:106.0 ft. [32.3 m]
Total length:108.6 ft. [33.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:79.0 tons [71.8 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:81.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$701,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201681.3PoorPoorGoodGoodSD2100
May 201481.4FairFairGoodGood-3100
May 201281.4FairFairGoodGood-3100
May 201085.9FairSatisfactoryGoodGood-2600
May 200885.9FairSatisfactoryGoodGood-2600
May 200684.0GoodGoodGoodGood-3308
May 200484.0GoodGoodGoodGood-3308
October 200284.0GoodGoodGoodGood-3308
October 200088.3GoodExcellentVery GoodGood-2100
August 199886.3GoodVery GoodVery GoodGood-2100
November 199786.3FairSatisfactoryVery GoodGood-2100
October 199686.3FairSatisfactoryVery GoodGood-2100
May 199586.4FairSatisfactoryVery GoodGood-2100
September 199486.4FairSatisfactoryVery GoodGood-2100
October 199386.8FairSatisfactoryVery GoodGood-2030
November 199286.8FairSatisfactoryVery GoodSatisfactory-2030
November 199186.8FairSatisfactoryVery GoodSatisfactory-2030

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.528528000
Deck
Reinforced Concrete Decksq. ft.4,6744,5938010
Wearing Surfacessq. ft.4,67404,653210
Substructure
Reinforced Concrete Abutmentlinear ft.9483740
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2161813500