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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201593.0Not deficientVery GoodVery GoodVery Good50
August 201195.0Not deficientVery GoodVery GoodVery Good75
July 200995.0Not deficientVery GoodVery GoodVery Good75
July 200795.0Not deficientVery GoodVery GoodExcellent75
May 200595.0Not deficientVery GoodVery GoodExcellent75
May 200395.0Not deficientVery GoodVery GoodExcellent75
April 200195.0Not deficientVery GoodVery GoodExcellent75
March 200095.0Not deficientVery GoodVery GoodExcellent75
200089.5Not deficientVery GoodVery GoodExcellent125
April 199789.5Not deficientExcellentExcellentExcellent125
April 199589.0Not deficientExcellentExcellentExcellent125