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KINZIE ST{MS 1100} over CLAY-CREEK

Map

Coordinates:
+39.84959, -89.53732
39°50'59" N, 89°32'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KINZIE ST{MS 1100} over CLAY-CREEK
Structure number:084650100000000
Old structure number:000084650132586 (from 1992 edition)
Location:RIVERTON,ILLINOIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Other [9]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2017]
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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:97.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017Good-GoodGood15097.0
April 2013Good-Very GoodVery Good50097.0
February 2009GoodVery GoodVery GoodVery Good29100.0
February 2007GoodVery GoodVery GoodVery Good29100.0
April 2005GoodExcellentExcellentExcellent29100.0
March 2003GoodExcellentExcellentExcellent29100.0
February 2001GoodExcellentExcellentExcellent29100.0
May 1999GoodExcellentExcellentExcellent49100.0
November 1997GoodExcellentExcellentExcellent49100.0