+47.36240, -94.73414
47°21'45" N, 94°44'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 9 over NECKTIE RIVER (SD #82)
Structure number:29511
Location:1.1 MI E OF JCT CSAH 45
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:18.0 ft. [5.5 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:County Highway Agency [02]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2008]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:96.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood50096.8
November 2015GoodGoodGoodGood50096.8
November 2013GoodGoodGoodGood50096.8
November 2011GoodGoodGoodGood50096.8
November 2009GoodGoodGoodGood50096.8
November 2008GoodGoodGoodGood45096.8
October 2007GoodGoodGoodGood45099.8
October 2006GoodGoodGoodGood45099.8
October 2005GoodGoodGoodGood35599.8
September 2004GoodGoodGoodGood35599.8
November 2003GoodVery GoodGoodGood68099.7
October 2002GoodVery GoodVery GoodVery Good68099.7
September 2001GoodVery GoodVery GoodVery Good68099.7
January 2001GoodVery GoodVery GoodVery Good68098.7
November 1999GoodVery GoodVery GoodVery Good68098.7
October 1998GoodVery GoodVery GoodVery Good68098.7
November 1997GoodVery GoodVery GoodVery Good49097.8
November 1996GoodVery GoodVery GoodVery Good49097.8
November 1995GoodVery GoodVery GoodVery Good49097.8
December 1994GoodVery GoodVery GoodVery Good49097.8
October 1993GoodVery GoodVery GoodVery Good38097.8
November 1992GoodExcellentExcellentExcellent38097.8
October 1991GoodExcellentExcellentExcellent38097.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Floor Beamlinear ft.102102000
Timber Abutmentlinear ft.109010900
Steel Pileeach1001000
Steel Protective Coatingsq. ft.116585800
Timber Pileeach1601411
Timber Pier Caplinear ft.144014400
Bridge Rail
Timber Bridge Raillinear ft.108010800
Timber Slabsq. ft.1,8361,836000
Wearing Surfacessq. ft.1,7331,6983500