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CR 800 N over LYE CREEK

Map

Coordinates:
+40.15700, -86.80035
40°09'25" N, 86°48'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 800 N over LYE CREEK
Structure number:5400011
Location:00.50 W of CR 575 E
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]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodVery GoodVery Good60100.0
April 2014GoodVery GoodVery GoodVery Good60100.0
June 2012GoodVery GoodVery GoodVery Good62100.0
July 2010GoodGoodGoodVery Good60100.0
June 2008GoodGoodGoodVery Good50100.0
June 2006GoodGoodGoodVery Good50100.0
June 2004GoodGoodGoodVery Good50100.0
May 2002GoodGoodGoodVery Good50100.0
May 2000GoodGoodVery GoodVery Good50100.0
June 1998GoodVery GoodVery GoodVery Good50100.0
July 1996GoodGoodGoodVery Good50100.0
October 1994GoodGoodGoodVery Good50100.0
January 1992GoodGoodVery GoodVery Good50100.0
March 1990GoodVery GoodVery GoodVery Good10095.0