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TR 53 (TH-C63) over SENACHWINE CREEK

Map 

Coordinates:
+41.06040, -89.51558
41°03'37" N, 89°30'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TR 53 (TH-C63) over SENACHWINE CREEK
Structure number:062500000000000
Old structure number:000062500014930 (from 1992 edition)
Location:T12N-R9E-4PM SEC 6
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:43.0 ft. [13.1 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
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:100 [as of 2014]
Truck traffic:20% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:83.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201583.5Not deficientSatisfactorySatisfactorySatisfactory100
August 201383.5Not deficientSatisfactorySatisfactorySatisfactory100
August 201185.5Not deficientSatisfactorySatisfactorySatisfactory75
July 200985.5Not deficientSatisfactorySatisfactorySatisfactory75
September 200785.5Not deficientSatisfactorySatisfactorySatisfactory75
May 200585.5Not deficientSatisfactorySatisfactorySatisfactory75
May 200385.5Not deficientSatisfactorySatisfactoryGood59
April 200185.5Not deficientSatisfactorySatisfactoryGood59
March 200085.5Not deficientSatisfactorySatisfactoryVery Good59
200085.5Not deficientSatisfactorySatisfactoryVery Good49
April 199785.5Not deficientVery GoodGoodVery Good49
April 199585.5Not deficientVery GoodGoodVery Good49
February 199385.5Not deficientVery GoodVery GoodVery Good49
June 199185.5Not deficientVery GoodVery GoodVery Good49