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10 ST over DOBBINS CREEK

Map

Coordinates:
+43.66476, -92.96249
43°39'53" N, 92°57'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:10 ST over DOBBINS CREEK
Structure number:5229
Location:0.1 MI S OF OAKLAND PL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:33.1 ft. [10.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Owner:County Highway Agency [02]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 2008]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:42.3
Estimated cost of work:$424,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorFairPoorFair280042.3
June 2016PoorFairPoorFair280042.3
June 2015PoorFairPoorFair280042.3
June 2014PoorFairPoorFair280042.3
September 2013PoorFairPoorFair280042.3
October 2012PoorFairPoorFair280042.3
October 2011PoorFairPoorFair280042.3
October 2010PoorFairPoorFair280042.3
October 2009PoorFairPoorFair280042.1
November 2008PoorFairPoorFair420041.6
November 2007FairFairFairFair420058.2
November 2006FairFairFairFair420058.2
November 2005FairFairFairFair420058.2
December 2004FairFairFairFair420058.2
December 2003FairFairFairFair395058.3
December 2002FairFairFairFair395058.3
November 2001FairFairFairSatisfactory395068.1
January 2000----395068.2
October 1999FairFairSatisfactorySatisfactory395067.2
October 1998FairFairSatisfactorySatisfactory395067.2
October 1995FairSatisfactorySatisfactorySatisfactory420068.0
October 1994FairSatisfactorySatisfactorySatisfactory420068.0
October 1993FairSatisfactorySatisfactorySatisfactory420068.0
October 1992FairSatisfactorySatisfactorySatisfactory380068.0
October 1991FairSatisfactorySatisfactorySatisfactory380068.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.69904892100
Deck
Reinforced Concrete Decksq. ft.5,5005,1551452000
Wearing Surfacessq. ft.4,00403,9041000
Substructure
Reinforced Concrete Pier Walllinear ft.1127013290
Reinforced Concrete Abutmentlinear ft.15220122100
Joints
Pourable Jointlinear ft.164015905
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.20206430108
Steel Protective Coatingsq. ft.574005668
Reinforced Concrete Bridge Raillinear ft.5404860