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TR 195A over CREEK

Map

Coordinates:
+40.78550, -88.69532
40°47'08" N, 88°41'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 195A over CREEK
Structure number:053406500000000
Old structure number:000053406515739 (from 1992 edition)
Location:2 MI N CHENOA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:25°
Owner:Town or Township Highway Agency [03]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2009]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201598.0GoodVery GoodVery GoodGood-100
October 2011100.0GoodVery GoodVery GoodGood-100
September 2007100.0GoodVery GoodVery GoodGood-100
September 2003100.0GoodVery GoodVery GoodGood-100
September 199994.4GoodVery GoodVery GoodGood-275
September 199593.9GoodVery GoodVery GoodGood-275
August 199393.9GoodVery GoodVery GoodVery Good-275
June 199193.9GoodVery GoodVery GoodVery Good-275