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TH 60 over STRAIGHT R,RR,STREET

Map

Coordinates:
+44.29091, -93.26456
44°17'27" N, 93°15'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TH 60 over STRAIGHT R,RR,STREET
Structure number:5370
Location:0.3 MI W OF JCT TH 299
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:122.4 ft. [37.3 m]
Total length:951.2 ft. [289.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:2009
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,500 [as of 2004]
Truck traffic:8% of total traffic
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
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:78.9
Estimated cost of work:$7,600,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood1050078.9
June 2015GoodVery GoodGoodGood1050077.9
June 2013GoodVery GoodGoodGood1050077.9
June 2011GoodVery GoodGoodGood1050076.9
June 2010GoodVery GoodGoodGood1050076.9
November 2009GoodVery GoodGoodGood1050076.9
May 2008PoorFairPoorPoor1050048.9
August 2007PoorFairPoorPoor1050048.9
May 2006PoorFairPoorPoor1050048.9
September 2005PoorFairPoorPoor1050048.9
May 2004PoorFairPoorPoor1060048.9
July 2003PoorFairPoorPoor1060048.9
May 2001PoorFairPoorPoor980049.0
May 2000FairFairFairFair980061.4
September 1999FairFairFairFair980061.4
April 1998FairFairFairFair1030061.4
September 1997FairFairFairFair1030056.0
April 1996FairFairFairFair1040056.0
September 1995FairFairFairFair1040057.6
May 1994FairFairFairFair950057.7
October 1993FairFairSatisfactoryFair950057.7
July 1992FairFairSatisfactoryFair1280057.2
April 1991FairSatisfactoryGoodFair1280058.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,6452,645000
Deck
Reinforced Concrete Decksq. ft.52,84552,7846100
Wearing Surfacessq. ft.28,53528,37516000
Superstructure
Reinforced Concrete Archlinear ft.7327221000
Reinforced Concrete Floor Beamlinear ft.1,6881,688000
Substructure
Reinforced Concrete Columneach4440400
Reinforced Concrete Pier Walllinear ft.5715502100
Reinforced Concrete Abutmentlinear ft.1911811000
Reinforced Concrete Pier Caplinear ft.656651500
Joints
Strip Seal Jointlinear ft.471471000
Pourable Jointlinear ft.7357201500
Bearings
Elastomeric Bearingeach9191000
Fixed Bearingeach2121000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,9263,926000
Steel Protective Coatingsq. ft.13,87112,3311,54000
Reinforced Concrete Bridge Raillinear ft.116116000