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FAS-1695 over CREEK

Map

Coordinates:
+39.10101, -87.79109
39°06'04" N, 87°47'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS-1695 over CREEK
Structure number:017303900000000
Old structure number:000017303925305 (from 1992 edition)
Location:1 MI NE EATON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:County Highway Agency [02]
Year built:1909
Year reconstructed:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:700 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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:91.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodGoodSatisfactory70091.3
February 2015GoodGoodGoodGood35092.4
March 2013GoodGoodGoodGood35092.4
March 2011GoodGoodGoodGood35092.4
January 2009GoodGoodGoodGood45091.4
January 2007GoodGoodGoodGood45091.4
January 2005GoodGoodGoodGood40092.4
March 2003GoodGoodGoodGood40092.4
January 2001GoodGoodGoodGood40092.4
February 1999GoodGoodGoodGood40092.4
February 1997GoodGoodGoodGood40091.4
February 1995GoodGoodGoodGood60090.3
February 1993GoodGoodGoodGood60090.3
January 1991GoodGoodGoodGood60090.3