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TR 119 over OTTER CREEK

Map

Coordinates:
+39.06612, -90.35566
39°03'58" N, 90°21'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR 119 over OTTER CREEK
Structure number:042311900000000
Old structure number:000042311930500 (from 1992 edition)
Location:1.8 MI NE OTTERVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:54.5 ft. [16.6 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1993
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: January 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:125 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:94.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201594.5GoodVery GoodVery GoodGood-125
January 201194.5GoodVery GoodVery GoodGood-150
March 200694.5GoodVery GoodVery GoodGood-150
January 200194.5GoodVery GoodVery GoodVery Good-175
March 199794.5GoodExcellentExcellentExcellent-175
February 1995100.0GoodExcellentExcellentExcellent-100
December 1993100.0GoodExcellentExcellentExcellent-100