TR 31(TH-C59) over CREEK


+41.08992, -89.52235
41°05'24" N, 89°31'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:TR 31(TH-C59) over CREEK
Structure number:062417000000000
Old structure number:000062417030398 (from 1992 edition)
Location:6.07 M E STARK CO LN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.7 ft. [12.1 m]
Total length:42.7 ft. [13.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1994
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]
Wearing surface:Other [9]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2014]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:93.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201593.0GoodVery GoodVery GoodVery Good-50
August 201195.0GoodVery GoodVery GoodVery Good-75
July 200995.0GoodVery GoodVery GoodVery Good-75
July 200795.0GoodVery GoodVery GoodExcellent-75
May 200595.0GoodVery GoodVery GoodExcellent-75
May 200395.0GoodVery GoodVery GoodExcellent-75
April 200195.0GoodVery GoodVery GoodExcellent-75
March 200095.0GoodVery GoodVery GoodExcellent-75
200089.5GoodVery GoodVery GoodExcellent-125
April 199789.5GoodExcellentExcellentExcellent-125
April 199589.0GoodExcellentExcellentExcellent-125