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LRD PINE AVE over PINE RIVER

Map 

Coordinates:
+43.56760, -90.48431
43°34'03" N, 90°29'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD PINE AVE over PINE RIVER
Structure number:P62092900000000
Location:2.0M S JCT STH 82
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.2 ft. [8.9 m]
Total length:30.2 ft. [9.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:Town or Township Highway Agency [03]
Year built:1955
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:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Posted for load [P]
Average daily traffic:47 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:9.0 tons [8.2 metric tons]
Inventory rating:5.4 tons [4.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:48.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$158,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201548.0Structurally deficientGoodSatisfactorySatisfactory47
May 201448.0Structurally deficientGoodSatisfactorySatisfactory40
May 201253.0Structurally deficientGoodSatisfactorySatisfactory40
May 201053.0Structurally deficientGoodSatisfactorySatisfactory40
May 200853.0Structurally deficientGoodSatisfactorySatisfactory40
May 200653.0Structurally deficientVery GoodSatisfactoryGood40
May 200453.0Structurally deficientVery GoodSatisfactoryGood40
April 200253.0Functionally obsoleteVery GoodSatisfactoryVery Good40
May 200053.0Functionally obsoleteVery GoodSatisfactoryVery Good40
June 199853.0Structurally deficientVery GoodSatisfactoryVery Good40
July 199653.0Structurally deficientVery GoodSatisfactoryVery Good40
May 199450.0Structurally deficientVery GoodVery GoodVery Good40
October 199250.0Structurally deficientVery GoodVery GoodGood40
November 199050.0Structurally deficientVery GoodVery GoodGood40