Share:

CSAH 14 over RUM RIVER

Map

Coordinates:
+45.60891, -93.25688
45°36'32" N, 93°15'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 14 over RUM RIVER
Structure number:30505
Location:2.7 MI N OF JCT TH 95
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:212.6 ft. [64.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1975
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: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: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:515 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:82.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorPoorFairFair51582.3
October 2017PoorPoorSatisfactorySatisfactory51093.3
October 2016PoorPoorGoodGood51093.3
September 2015PoorPoorGoodGood51093.3
September 2014PoorPoorGoodGood51091.3
December 2013FairFairGoodGood51093.7
October 2012FairFairGoodVery Good51093.7
November 2010FairFairGoodVery Good51093.8
December 2008FairSatisfactoryGoodVery Good51094.8
October 2006FairSatisfactoryGoodVery Good57097.8
November 2004FairSatisfactoryGoodVery Good57097.8
December 2003FairSatisfactoryGoodVery Good130097.7
November 2001FairSatisfactoryGoodVery Good130099.9
February 2000FairSatisfactoryGoodVery Good130097.5
November 1997GoodGoodVery GoodVery Good130093.0
October 1995GoodVery GoodVery GoodVery Good130099.3
October 1994GoodVery GoodVery GoodVery Good71099.3
September 1993GoodVery GoodVery GoodVery Good71099.3
November 1992GoodVery GoodVery GoodVery Good71099.3
September 1991GoodVery GoodVery GoodVery Good79099.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8360812240
Steel Protective Coatingsq. ft.9,4743347,7731,200167
Deck
Reinforced Concrete Decksq. ft.8,5466,0461,0001,5000
Wearing Surfacessq. ft.7,6532,6001164,444493
Substructure
Reinforced Concrete Pier Walllinear ft.4004000
Reinforced Concrete Abutmentlinear ft.114098160
Reinforced Concrete Pier Caplinear ft.8080000
Joints
Pourable Jointlinear ft.52262600
Assembly without Seal Jointlinear ft.4300430
Bearings
Movable Bearingeach120480
Fixed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4250039035