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FAS 1480 CH 36 over LITTLE KICKAPOO CR

Map

Coordinates:
+40.38581, -88.95105
40°23'09" N, 88°57'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1480 CH 36 over LITTLE KICKAPOO CR
Structure number:057552900000000
Old structure number:000057552919077 (from 1992 edition)
Location:5.0 MI N HEYWORTH
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1986
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:750 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
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: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: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:96.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodGoodGood75096.8
April 2012GoodVery GoodVery GoodVery Good50097.9
April 2008GoodVery GoodVery GoodGood50098.9
March 2004GoodVery GoodVery GoodGood40099.9
February 2000GoodVery GoodVery GoodGood40099.9
2000GoodVery GoodVery GoodGood40099.9
September 1995GoodVery GoodVery GoodVery Good200100.0
June 1993GoodVery GoodVery GoodVery Good200100.0
July 1991GoodExcellentExcellentExcellent209100.0