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TR 56A over MYLEN BR OF SHOAL CR

Map

Coordinates:
+38.91353, -89.54704
38°54'49" N, 89°32'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 56A over MYLEN BR OF SHOAL CR
Structure number:003361300000000
Old structure number:000003361337587 (from 1992 edition)
Location:2M NE OF OLD RIPLEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:56.1 ft. [17.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:45°
Owner:Town or Township Highway Agency [03]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [as of 2015]
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: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]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodVery GoodVery GoodVery Good2598.0
November 2016GoodVery GoodVery GoodVery Good2598.0
March 2012GoodVery GoodVery GoodVery Good25100.0
January 2008GoodVery GoodVery GoodVery Good25100.0
January 2006GoodExcellentExcellentExcellent25100.0