+38.13445, -89.95573
38°08'04" N, 89°57'21" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 103 over HORSE CREEK
Structure number:079435500000000
Old structure number:000079435530356 (from 1992 edition)
Location:1.75 E. OF RUMA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.2 ft. [14.7 m]
Total length:91.5 ft. [27.9 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:Town or Township Highway Agency [03]
Year built:1993
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:92.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201792.4GoodVery GoodGoodVery Good-150
February 201394.4GoodVery GoodGoodVery Good-150
February 200994.4GoodVery GoodGoodVery Good-150
February 200594.4GoodVery GoodGoodVery Good-125
February 2001100.0GoodVery GoodVery GoodVery Good-100
February 1997100.0GoodExcellentExcellentExcellent-100
January 199594.4GoodExcellentExcellentExcellent-125
June 199394.4GoodExcellentExcellentExcellent-150