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LRD N HARRISON HOL over BR HARRISON CREEK

Map 

Coordinates:
+43.51100, -90.79567
43°30'40" N, 90°47'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD N HARRISON HOL over BR HARRISON CREEK
Structure number:P62093300000000
Location:2.2M S JCT CTH SS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.3 ft. [7.1 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:22.3 ft. [6.8 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]
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:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:21.6 tons [19.6 metric tons]
Inventory rating:12.4 tons [11.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$138,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201557.4Functionally obsoleteFairSatisfactorySatisfactory47
May 201457.4Functionally obsoleteFairSatisfactorySatisfactory40
May 201257.4Functionally obsoleteFairSatisfactorySatisfactory40
May 201057.4Functionally obsoleteFairSatisfactorySatisfactory40
May 200857.4Functionally obsoleteFairSatisfactorySatisfactory40
May 200658.4Functionally obsoleteSatisfactorySatisfactoryGood40
May 200458.4Functionally obsoleteSatisfactorySatisfactoryGood40
April 200258.4Functionally obsoleteGoodGoodGood40
April 200062.4Not deficientGoodGoodGood40
May 199858.4Functionally obsoleteVery GoodGoodVery Good40
July 199662.4Not deficientVery GoodVery GoodVery Good40
November 199463.3Not deficientVery GoodVery GoodVery Good40
December 199263.3Not deficientGoodVery GoodVery Good40
August 199063.3Not deficientGoodVery GoodVery Good40