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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 2016 

Good/Fair/Poor Condition:Fair
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 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:9.0 tons [8.2 metric tons]
Inventory rating:5.4 tons [4.9 metric tons]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201648.0FairGoodSatisfactorySatisfactorySD47
May 201548.0FairGoodSatisfactorySatisfactorySD47
May 201448.0FairGoodSatisfactorySatisfactorySD40
May 201253.0FairGoodSatisfactorySatisfactorySD40
May 201053.0FairGoodSatisfactorySatisfactorySD40
May 200853.0FairGoodSatisfactorySatisfactorySD40
May 200653.0FairVery GoodSatisfactoryGoodSD40
May 200453.0FairVery GoodSatisfactoryGoodSD40
April 200253.0FairVery GoodSatisfactoryVery GoodFO40
May 200053.0FairVery GoodSatisfactoryVery GoodFO40
June 199853.0FairVery GoodSatisfactoryVery GoodSD40
July 199653.0FairVery GoodSatisfactoryVery GoodSD40
May 199450.0GoodVery GoodVery GoodVery GoodSD40
October 199250.0GoodVery GoodVery GoodGoodSD40
November 199050.0GoodVery GoodVery GoodGoodSD40