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LRD WEBER RD over HORNBY HOLLOW

Map 

Coordinates:
+43.48645, -90.98153
43°29'11" N, 90°58'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD WEBER RD over HORNBY HOLLOW
Structure number:P62030200000000
Location:2.1M N JCT STH 82
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.5 ft. [10.5 m]
Total length:35.8 ft. [10.9 m]
Roadway width between curbs:18.0 ft. [5.5 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:M 9 / H 10 [1]
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 2015 

Status:Posted for load [P]
Average daily traffic:47 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:12.5 tons [11.4 metric tons]
Inventory rating:7.2 tons [6.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:34.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$178,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201534.0Structurally deficientPoorSatisfactoryFair47
May 201436.0Structurally deficientFairFairFair40
May 201260.2Functionally obsoleteFairSatisfactorySatisfactory40
May 201060.2Functionally obsoleteFairSatisfactorySatisfactory40
May 200860.2Functionally obsoleteFairSatisfactorySatisfactory40
April 200760.2Functionally obsoleteFairSatisfactorySatisfactory40
May 200660.2Functionally obsoleteFairSatisfactorySatisfactory40
May 200460.2Functionally obsoleteFairSatisfactorySatisfactory40
April 200261.2Functionally obsoleteSatisfactorySatisfactorySatisfactory40
April 200063.2Not deficientSatisfactorySatisfactorySatisfactory40
May 199861.2Functionally obsoleteSatisfactorySatisfactorySatisfactory40
July 199663.2Not deficientSatisfactorySatisfactorySatisfactory40
May 199462.3Not deficientSatisfactoryVery GoodSatisfactory40
September 199262.3Not deficientSatisfactoryVery GoodSatisfactory40
December 199062.3Not deficientSatisfactoryVery GoodGood40