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CSAH 5 over LITTLE ROCK CREEK

Map

Coordinates:
+44.44176, -94.66617
44°26'30" N, 94°39'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 5 over LITTLE ROCK CREEK
Structure number:52514
Location:1.4 MI W OF JCT 679TH AVE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:81.4 ft. [24.8 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:County Highway Agency [02]
Year built:1999
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:Prestressed concrete [5]
Main span 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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:538 [as of 2008]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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: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:99.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodVery Good53899.6
November 2015GoodVery GoodVery GoodVery Good53897.6
November 2013GoodVery GoodVery GoodVery Good53897.6
November 2011GoodVery GoodVery GoodVery Good53897.6
October 2009GoodVery GoodVery GoodVery Good53897.6
November 2007GoodVery GoodVery GoodVery Good49099.6
November 2006GoodVery GoodVery GoodVery Good49099.6
December 2005GoodVery GoodVery GoodVery Good49099.6
November 2004GoodVery GoodVery GoodVery Good49099.6
October 2003GoodVery GoodVery GoodVery Good31599.8
November 2002GoodVery GoodVery GoodVery Good31599.8
November 2001GoodVery GoodVery GoodVery Good31599.8
October 2000GoodVery GoodVery GoodVery Good31598.8
December 1999GoodExcellentExcellentExcellent31598.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.331331000
Deck
Reinforced Concrete Decksq. ft.3,5353,535000
Wearing Surfacessq. ft.3,2723,2423000
Substructure
Reinforced Concrete Abutmentlinear ft.135133200
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1711215000