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CSAH 8 over BOSTICK CREEK

Map

Coordinates:
+48.83016, -94.77785
48°49'49" N, 94°46'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 8 over BOSTICK CREEK
Structure number:39504
Location:3.0 MI W OF JCT TH 172
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:25.3 ft. [7.7 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:County Highway Agency [02]
Year built:1977
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:419 [as of 2008]
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:Superior to present desirable criteria [9]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:91.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodGoodVery Good41991.9
September 2015GoodGoodVery GoodVery Good41991.9
October 2013GoodGoodVery GoodVery Good41991.9
October 2011GoodGoodVery GoodVery Good41991.9
September 2009GoodGoodVery GoodVery Good41988.9
October 2007GoodGoodVery GoodVery Good42091.9
November 2005GoodGoodVery GoodVery Good42091.9
February 2004GoodGoodVery GoodVery Good42091.9
October 2002GoodGoodVery GoodVery Good57090.8
December 2001GoodGoodVery GoodVery Good57090.8
November 1999GoodGoodVery GoodVery Good57089.8
October 1997GoodGoodVery GoodVery Good37089.5
December 1995GoodGoodVery GoodVery Good37090.3
December 1994GoodGoodVery GoodVery Good43089.8
November 1993GoodVery GoodVery GoodVery Good43089.8
November 1992GoodVery GoodVery GoodVery Good43089.8
November 1991GoodVery GoodVery GoodVery Good43089.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,9551,955000
Deck
Reinforced Concrete Top Flangesq. ft.3,0983,098000
Wearing Surfacessq. ft.2,8092,68311250
Substructure
Steel Columneach1616000
Steel Protective Coatingsq. ft.40528440810
Reinforced Concrete Abutmentlinear ft.122122000
Reinforced Concrete Pier Caplinear ft.8282000
Bearings
Fixed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.151151000