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TR 82 over ALLFORKS CREEK

Map

Coordinates:
+41.27762, -89.24324
41°16'39" N, 89°14'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 82 over ALLFORKS CREEK
Structure number:078310200000000
Old structure number:000078310210761 (from 1992 edition)
Location:1220N, 1175E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:43.0 ft. [13.1 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:1981
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:Gravel [8]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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: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]
Sufficiency rating:93.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactorySatisfactoryGood15093.4
July 2014FairSatisfactorySatisfactoryGood15093.4
July 2012FairSatisfactorySatisfactoryGood17594.4
July 2010FairSatisfactorySatisfactoryGood17594.4
March 2008FairSatisfactorySatisfactoryGood17594.4
June 2003GoodVery GoodVery GoodVery Good15094.4
November 1998GoodVery GoodVery GoodVery Good17394.4
December 1994GoodVery GoodVery GoodVery Good15994.4
September 1992GoodVery GoodVery GoodVery Good15094.4
September 1990GoodVery GoodVery GoodVery Good15094.4