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TR 158 over RYAN BRNCH

Map

Coordinates:
+40.10132, -90.67672
40°06'05" N, 90°40'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 158 over RYAN BRNCH
Structure number:085530800000000
Old structure number:000085530838257 (from 1992 edition)
Location:5.0 N W RIPLEY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:55.8 ft. [17.0 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:15°
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 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25 [as of 2008]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
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 201698.0FairGoodGoodSatisfactory-25
November 201498.0FairGoodGoodSatisfactory-25
November 2010100.0GoodVery GoodVery GoodVery Good-25
November 2008100.0GoodVery GoodVery GoodVery Good-25
February 200796.0GoodExcellentVery GoodVery Good-150
March 200696.0GoodExcellentExcellentExcellent-150