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TR10(TH-R61) over SENACHWINE CREEK

Map 

Coordinates:
+41.08432, -89.57289
41°05'04" N, 89°34'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TR10(TH-R61) over SENACHWINE CREEK
Structure number:062404100000000
Old structure number:000062404130919 (from 1992 edition)
Location:T13N-R8E-4PM SEC27
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:51.8 ft. [15.8 m]
Total length:54.5 ft. [16.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:15°
Owner:Town or Township Highway Agency [03]
Year built:1995
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: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [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: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]
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-25
August 201195.0GoodVery GoodVery GoodVery Good-75
July 200995.0GoodVery GoodVery GoodVery Good-75
July 200795.0GoodVery GoodVery GoodVery Good-75
May 200595.0GoodVery GoodVery GoodExcellent-75
May 200395.0GoodVery GoodVery GoodExcellent-79
April 200195.0GoodExcellentExcellentExcellent-79
February 199995.0GoodExcellentExcellentExcellent-79
April 199795.0GoodExcellentExcellentExcellent-79
November 199595.0GoodExcellentExcellentExcellent-79