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CSAH 51(LEXINGTON) over RICE CREEK

Map

Coordinates:
+45.12077, -93.16527
45°07'15" N, 93°09'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 51(LEXINGTON) over RICE CREEK
Structure number:62566
Location:0.2 MI S OF JCT CSAH 1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:39.0 ft. [11.9 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:54.8 ft. [16.7 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Slab [01]
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:Fair
Status:Open, no restriction [A]
Average daily traffic:10,200 [as of 2011]
Deck condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:79.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory1020079.5
September 2016FairSatisfactorySatisfactorySatisfactory796880.2
September 2014FairSatisfactoryGoodGood796880.2
September 2012FairSatisfactoryGoodGood796880.2
September 2010GoodGoodGoodGood796880.2
September 2008GoodGoodGoodGood796880.2
October 2006GoodGoodVery GoodVery Good740081.4
November 2004GoodGoodVery GoodVery Good740081.4
December 2002GoodGoodVery GoodVery Good610081.9
June 2001GoodGoodVery GoodVery Good610081.9
December 2000GoodVery GoodVery GoodVery Good610080.9
January 2000GoodExcellentExcellentExcellent610080.9
February 1997GoodExcellentExcellentExcellent490086.7
January 1996GoodExcellentExcellentExcellent490086.7
February 1995GoodExcellentExcellentExcellent543680.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.1810170110
Joints
Pourable Jointlinear ft.141014100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8208200
Deck
Reinforced Concrete Slabsq. ft.2,7392,40903300
Wearing Surfacessq. ft.2,2502,2000500