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TR-208 over ELM CREEK

Map

Coordinates:
+38.69875, -88.47994
38°41'56" N, 88°28'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TR-208 over ELM CREEK
Structure number:013321400000000
Old structure number:000013321430899 (from 1992 edition)
Location:1.5 MI N FLORA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:50.9 ft. [15.5 m]
Total length:55.1 ft. [16.8 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:1998
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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:175 [as of 2016]
Truck traffic:8% of total traffic
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: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 desirable criteria [8]
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:93.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201793.5GoodVery GoodVery GoodVery Good-175
January 201394.5GoodVery GoodVery GoodVery Good-175
January 200994.5GoodVery GoodVery GoodVery Good-175
February 200594.5GoodVery GoodVery GoodVery Good-125
January 2001100.0GoodExcellentExcellentExcellent-29
March 1999100.0GoodExcellentExcellentExcellent-29