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LRD WEBER RD over BR HORNBY HOLLOW CREEK

Map

Coordinates:
+43.49435, -90.97736
43°29'40" N, 90°58'38" 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:P62092700000000
Location:0.7M S JCT CTH NN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.8 ft. [10.0 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Skew angle:45°
Owner:Town or Township Highway Agency [03]
Year built:1935
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:47 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 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:39.5 tons [35.9 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:73.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$167,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201673.6FairFairFairFair-47
May 201468.6FairFairFairFair-40
May 201292.0FairFairSatisfactorySatisfactory-40
May 201092.0FairFairSatisfactorySatisfactory-40
May 200892.0FairFairSatisfactorySatisfactory-40
May 200693.0FairSatisfactorySatisfactorySatisfactory-40
May 200482.0FairSatisfactoryFairSatisfactory-40
April 200293.0FairSatisfactorySatisfactorySatisfactory-40
April 200093.0FairGoodSatisfactorySatisfactory-40
May 199893.0FairGoodSatisfactorySatisfactory-40
July 199693.0FairVery GoodSatisfactorySatisfactory-40
May 199493.0FairVery GoodGoodSatisfactory-40
September 199293.0FairGoodVery GoodSatisfactory-40
December 199093.0FairGoodVery GoodSatisfactory-40