TR 184 over MILL CREEK


+39.98135, -91.26321
39°58'53" N, 91°15'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 184 over MILL CREEK
Structure number:001338200000000
Old structure number:000001338229416 (from 1992 edition)
Location:2.0 MI S FOWLER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:61.7 ft. [18.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1991
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: March 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2014]
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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2014GoodVery GoodVery GoodGood10098.0
March 2010GoodVery GoodVery GoodGood25100.0
January 2006GoodVery GoodVery GoodGood25100.0
January 2002GoodVery GoodVery GoodGood25100.0
June 2000GoodVery GoodVery GoodVery Good25100.0
April 1996GoodVery GoodVery GoodVery Good25100.0
January 1994GoodExcellentVery GoodVery Good100100.0
January 1992GoodExcellentExcellentExcellent100100.0