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252ND ST (CH 66) over COPPERAS CREEK

Map

Coordinates:
+41.37394, -90.91831
41°22'26" N, 90°55'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:252ND ST (CH 66) over COPPERAS CREEK
Structure number:081312000000000
Old structure number:000081312033050 (from 1992 edition)
Location:1.5 MI. S. IL 92
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:51.8 ft. [15.8 m]
Total length:129.6 ft. [39.5 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:1998
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodVery Good200100.0
January 2013GoodGoodGoodVery Good300100.0
January 2009GoodGoodGoodVery Good200100.0
December 2005GoodVery GoodVery GoodVery Good200100.0
August 2001GoodVery GoodVery GoodVery Good175100.0
March 1999GoodExcellentExcellentExcellent200100.0