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CR 800N over LYE CREEK

Map

Coordinates:
+40.15694, -86.80028
40°09'25" N, 86°48'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 800N over LYE CREEK
Structure number:5400011
Location:00.50 W of CR 575E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:101.4 ft. [30.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1987
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2014]
Truck traffic:5% of total traffic
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:Equal to present minimum criteria [6]
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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 2016100.0GoodVery GoodVery GoodVery Good-60
April 2014100.0GoodVery GoodVery GoodVery Good-60
June 2012100.0GoodVery GoodVery GoodVery Good-62
July 2010100.0GoodGoodGoodVery Good-60
June 2008100.0GoodGoodGoodVery Good-50
June 2006100.0GoodGoodGoodVery Good-50
June 2004100.0GoodGoodGoodVery Good-50
May 2002100.0GoodGoodGoodVery Good-50
May 2000100.0GoodGoodVery GoodVery Good-50
June 1998100.0GoodVery GoodVery GoodVery Good-50
July 1996100.0GoodGoodGoodVery Good-50
October 1994100.0GoodGoodGoodVery Good-50
January 1992100.0GoodGoodVery GoodVery Good-50
March 199095.0GoodVery GoodVery GoodVery Good-100