+38.86368, -89.47958
38°51'49" N, 89°28'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR114 over EAST FK SHOAL CK
Structure number:003321700000000
Old structure number:000003321723024 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:91.5 ft. [27.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1989
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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:75 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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
February 201698.0FairSatisfactorySatisfactoryVery Good-75
February 2012100.0GoodVery GoodGoodVery Good-75
January 2008100.0GoodVery GoodGoodVery Good-75
April 2004100.0GoodVery GoodVery GoodVery Good-75
February 2001100.0GoodVery GoodVery GoodVery Good-75
February 1999100.0GoodVery GoodVery GoodVery Good-100
February 1997100.0GoodExcellentExcellentExcellent-100
March 1995100.0GoodExcellentExcellentExcellent-50
March 1993100.0GoodExcellentExcellentExcellent-50
November 1991100.0GoodExcellentExcellentExcellent-50