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TR 13 (TH-C55) over BRANCH CROW CREEK

Map 

Coordinates:
+41.12590, -89.41159
41°07'33" N, 89°24'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TR 13 (TH-C55) over BRANCH CROW CREEK
Structure number:062412000000000
Old structure number:000062412014909 (from 1992 edition)
Location:T13N-R9E-4PM SEC 12
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:36.1 ft. [11.0 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Skew angle:10°
Owner:Town or Township Highway Agency [03]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Other [9]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:125 [as of 2014]
Truck traffic:16% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:56.3 tons [51.2 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:80.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201580.8FairSatisfactorySatisfactorySatisfactory-125
August 201380.8FairGoodGoodSatisfactory-125
August 201191.5FairGoodGoodSatisfactory-100
July 200991.5FairGoodGoodSatisfactory-100
October 200791.5GoodGoodGoodVery Good-75
May 200591.5GoodGoodGoodVery Good-75
May 200377.0GoodGoodGoodVery Good-150
April 200177.0GoodGoodGoodVery Good-150
August 199977.0GoodGoodVery GoodVery Good-125
April 199777.0GoodGoodVery GoodVery Good-125
April 199575.7GoodVery GoodVery GoodVery Good-125
February 199375.7GoodVery GoodVery GoodGood-125
November 199091.5GoodVery GoodVery GoodVery Good-79