Share:

CSAH 67 over CROW WING RIVER

Map

Coordinates:
+46.41627, -94.77935
46°24'59" N, 94°46'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 67 over CROW WING RIVER
Structure number:11513
Location:0.1 MI S OF JCT CSAH 32
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:83.0 ft. [25.3 m]
Total length:302.8 ft. [92.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Owner:County Highway Agency [02]
Year built:1980
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:4
Main spans material:Steel continuous [4]
Main spans 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: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:530 [as of 2016]
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: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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:98.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodGoodGoodGood53098.2
September 2016GoodVery GoodVery GoodVery Good34399.7
October 2014GoodVery GoodVery GoodVery Good34399.7
September 2012GoodVery GoodVery GoodVery Good34399.7
September 2010GoodVery GoodVery GoodVery Good34399.7
October 2008GoodVery GoodVery GoodVery Good34399.7
September 2006GoodVery GoodVery GoodVery Good36599.7
October 2004GoodVery GoodVery GoodVery Good31099.8
October 2002GoodVery GoodVery GoodVery Good44099.7
November 2000GoodVery GoodVery GoodVery Good44099.7
July 1999GoodVery GoodVery GoodVery Good44099.7
July 1998GoodVery GoodVery GoodVery Good44099.7
October 1996GoodVery GoodVery GoodVery Good44099.7
September 1995GoodVery GoodVery GoodVery Good44099.7
November 1994GoodVery GoodVery GoodVery Good44099.7
August 1993GoodVery GoodVery GoodVery Good32599.8
July 1992GoodVery GoodVery GoodVery Good32599.8
September 1991GoodVery GoodVery GoodVery Good32597.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2241,1745000
Steel Protective Coatingsq. ft.9,6909,690000
Deck
Reinforced Concrete Decksq. ft.10,6898,1892,50000
Wearing Surfacessq. ft.9,6887,1882,50000
Substructure
Reinforced Concrete Abutmentlinear ft.112112000
Steel Pileeach2626000
Steel Protective Coatingsq. ft.1,7471,747000
Reinforced Concrete Pier Caplinear ft.108108000
Joints
Pourable Jointlinear ft.105010500
Bearings
Movable Bearingeach1616000
Fixed Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,9821,982000
Steel Protective Coatingsq. ft.845845000
Reinforced Concrete Bridge Raillinear ft.1,9821,78220000