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CSAH 2(PENN AVE) over BASSETT CRK; CP; BNSF

Map

Coordinates:
+44.97792, -93.30836
44°58'41" N, 93°18'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 2(PENN AVE) over BASSETT CRK; CP; BNSF
Structure number:27570
Location:0.3 MI S OF JCT CSAH 40
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:95.1 ft. [29.0 m]
Total length:441.3 ft. [134.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:11°
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:5
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2017]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairSatisfactorySatisfactory570097.5
June 2016FairFairSatisfactorySatisfactory1059497.0
June 2014FairFairSatisfactorySatisfactory1059497.0
June 2012FairFairSatisfactorySatisfactory1059494.0
July 2010FairFairVery GoodGood1059494.0
July 2008FairFairVery GoodGood1059494.0
November 2007FairFairVery GoodGood540097.5
November 2005FairFairVery GoodGood790097.2
May 2003FairFairVery GoodGood690097.3
November 2001FairFairVery GoodGood600097.4
September 1999FairSatisfactoryVery GoodGood560097.5
September 1997FairSatisfactoryGoodGood560096.7
October 1996FairSatisfactoryGoodSatisfactory540096.7
October 1994FairFairGoodSatisfactory545095.6
June 1994GoodGoodVery GoodGood540096.6
October 1993FairSatisfactoryGoodSatisfactory730096.4
August 1992GoodGoodGoodGood900096.3
June 1992GoodGoodGoodGood740096.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,4513,40631140
Steel Protective Coatingsq. ft.39,50038,08156894757
Deck
Reinforced Concrete Decksq. ft.25,73424,1321,3162860
Wearing Surfacessq. ft.17,65315,8061,6541876
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.14810313311
Reinforced Concrete Pier Caplinear ft.2302181200
Joints
Strip Seal Jointlinear ft.121121000
Bearings
Movable Bearingeach40214240
Fixed Bearingeach83500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9068881800
Steel Protective Coatingsq. ft.2,2635451,1425679
Reinforced Concrete Bridge Raillinear ft.9068565000