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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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201593.0Not deficientVery GoodVery GoodVery Good25
August 201195.0Not deficientVery GoodVery GoodVery Good75
July 200995.0Not deficientVery GoodVery GoodVery Good75
July 200795.0Not deficientVery GoodVery GoodVery Good75
May 200595.0Not deficientVery GoodVery GoodExcellent75
May 200395.0Not deficientVery GoodVery GoodExcellent79
April 200195.0Not deficientExcellentExcellentExcellent79
February 199995.0Not deficientExcellentExcellentExcellent79
April 199795.0Not deficientExcellentExcellentExcellent79
November 199595.0Not deficientExcellentExcellentExcellent79