+44.88483, -94.45764
44°53'05" N, 94°27'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TWP 150 over S FK CROW RIVER
Structure number:43518
Location:0.6 MI S OF JCT CSAH 14
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:88.9 ft. [27.1 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:36 [as of 1970]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodVery Good36100.0
October 2015GoodGoodGoodVery Good36100.0
October 2013GoodGoodGoodVery Good36100.0
November 2011GoodGoodGoodVery Good36100.0
November 2009GoodGoodGoodVery Good36100.0
October 2008GoodGoodGoodVery Good36100.0
November 2007GoodGoodGoodVery Good36100.0
November 2006GoodGoodGoodVery Good36100.0
December 2005GoodGoodGoodVery Good36100.0
December 2004GoodVery GoodVery GoodVery Good36100.0
November 2003GoodVery GoodVery GoodVery Good36100.0
November 2002GoodVery GoodVery GoodVery Good36100.0
November 2001GoodVery GoodVery GoodVery Good36100.0
January 2000GoodVery GoodVery GoodVery Good3699.0
February 1999GoodVery GoodVery GoodVery Good3699.0
January 1998GoodVery GoodVery GoodVery Good3698.0
October 1996GoodVery GoodVery GoodVery Good3698.0
June 1995GoodVery GoodVery GoodVery Good3698.0
January 1995GoodVery GoodVery GoodVery Good3698.0
December 1993GoodVery GoodVery GoodVery Good3698.0
January 1993GoodVery GoodVery GoodVery Good3698.0
January 1992GoodVery GoodVery GoodVery Good3698.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.4554233200
Prestressed Concrete Top Flangesq. ft.2,9092,907200
Wearing Surfacessq. ft.2,5732,5512200
Reinforced Concrete Abutmentlinear ft.9696000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1801503000