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LRD 150TH ST over APPLE RIVER

Map

Coordinates:
+45.27983, -92.47200
45°16'47" N, 92°28'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD 150TH ST over APPLE RIVER
Structure number:B48001600000000
Location:1.1M S JCT CTH K
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:92.5 ft. [28.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:15°
Owner:Town or Township Highway Agency [03]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:253 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:82.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactorySatisfactorySatisfactory25382.4
April 2014FairSatisfactoryGoodSatisfactory23088.9
April 2012FairSatisfactoryGoodSatisfactory23092.4
April 2010FairSatisfactoryGoodSatisfactory23092.4
April 2008GoodGoodGoodGood23092.4
April 2006GoodGoodGoodGood23092.4
July 2005GoodGoodGoodGood23092.4
October 2004GoodGoodVery GoodGood23092.4
October 2002GoodVery GoodVery GoodGood23092.4
November 2000GoodVery GoodVery GoodVery Good23092.4
September 1998GoodVery GoodVery GoodVery Good23092.4
August 1996PoorGoodGoodPoor21065.4
October 1994PoorGoodGoodPoor21064.9
September 1992FairGoodVery GoodSatisfactory10098.0
June 1990GoodGoodVery GoodVery Good10098.0