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TR 160 over HORNEY BRANCH

Map

Coordinates:
+40.09686, -90.67231
40°05'49" N, 90°40'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 160 over HORNEY BRANCH
Structure number:085530700000000
Old structure number:000085530733293 (from 1992 edition)
Location:6.0 MI SW RUSHVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:78.1 ft. [23.8 m]
Total length:80.4 ft. [24.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2008]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201498.0GoodGoodGoodVery Good-10
November 201398.0GoodGoodGoodVery Good-10
November 2010100.0GoodGoodGoodVery Good-10
February 2007100.0GoodVery GoodVery GoodVery Good-10
February 2005100.0GoodExcellentExcellentExcellent-25
March 2003100.0GoodExcellentExcellentExcellent-25
March 2001100.0GoodExcellentExcellentExcellent-25
September 1999100.0GoodExcellentExcellentExcellent-50