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STH 131 over BEAR CREEK

Map 

Coordinates:
+43.56688, -90.63671
43°34'01" N, 90°38'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 131 over BEAR CREEK
Structure number:B62005700000000
Location:6.0M N JCT STH 56 TO E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:70.9 ft. [21.6 m]
Total length:142.7 ft. [43.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1981
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: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:Fair
Status:Open, no restriction [A]
Average daily traffic:970 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:95.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201695.2FairSatisfactoryVery GoodGood-970
May 201495.1FairSatisfactoryVery GoodGood-970
May 201297.3FairSatisfactoryVery GoodGood-810
June 201097.2FairSatisfactoryVery GoodGood-1400
August 200897.2GoodVery GoodVery GoodGood-1400
September 200797.2GoodVery GoodVery GoodGood-1400
September 200597.0GoodVery GoodVery GoodGood-1490
September 200397.0GoodVery GoodVery GoodGood-1490
September 200197.8GoodVery GoodVery GoodGood-1100
April 200097.8GoodVery GoodVery GoodGood-1100
March 199897.8GoodVery GoodVery GoodGood-1100
June 199798.0GoodVery GoodVery GoodGood-990
July 199698.0GoodVery GoodVery GoodGood-990
June 199598.0GoodVery GoodVery GoodGood-990
February 199498.4GoodVery GoodVery GoodGood-800
July 199298.4FairVery GoodVery GoodSatisfactory-800
April 199198.4FairVery GoodVery GoodSatisfactory-800