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LRD WEBER RD over BR HORNBY HOLLOW CREEK

Map 

Coordinates:
+43.48265, -90.98632
43°28'58" N, 90°59'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD WEBER RD over BR HORNBY HOLLOW CREEK
Structure number:P62030000000000
Location:1.6M N JCT STH 82
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:Town or Township Highway Agency [03]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:94 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:43.1 tons [39.2 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:76.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$166,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201676.1FairFairFairSatisfactory-94
May 201471.1FairFairFairSatisfactory-80
May 201290.1FairFairSatisfactorySatisfactory-80
May 201090.1FairFairSatisfactorySatisfactory-80
May 200879.1FairFairFairSatisfactory-80
May 200680.1FairSatisfactoryFairSatisfactory-80
May 200480.1FairSatisfactoryFairSatisfactory-80
April 200280.1FairSatisfactoryFairSatisfactory-80
April 200080.1FairSatisfactoryFairSatisfactory-80
May 199880.1FairSatisfactoryFairSatisfactory-80
July 199691.1FairSatisfactorySatisfactorySatisfactory-80
May 199490.7FairSatisfactoryVery GoodSatisfactory-80
September 199290.7FairSatisfactoryVery GoodSatisfactory-80
December 199090.7FairSatisfactoryVery GoodSatisfactory-80