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LINCOLN HWY. over AUGLAIZE RIVER LINCOLN

Map

Coordinates:
+40.84374, -84.28769
40°50'37" N, 84°17'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LINCOLN HWY. over AUGLAIZE RIVER LINCOLN
Structure number:0241636
Location:0.08 MI. E OF DEFIANCE TR
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.9 ft. [21.3 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1926
Year reconstructed:1950
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:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,202 [as of 2015]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:70.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory120270.9
May 2017Fair-SatisfactorySatisfactory120268.1
May 2016FairSatisfactorySatisfactorySatisfactory120268.1
March 2015FairSatisfactorySatisfactorySatisfactory192967.9
April 2014FairSatisfactorySatisfactorySatisfactory192968.1
March 2013FairSatisfactorySatisfactorySatisfactory192967.9
August 2012FairSatisfactorySatisfactorySatisfactory192967.9
January 2012FairSatisfactorySatisfactorySatisfactory192988.2
December 2010FairSatisfactorySatisfactorySatisfactory192991.2
February 2010FairSatisfactorySatisfactorySatisfactory192991.2
November 2008FairSatisfactorySatisfactorySatisfactory192991.2
December 2006FairSatisfactorySatisfactorySatisfactory192991.2
December 2005FairSatisfactorySatisfactorySatisfactory192991.2
December 2004FairSatisfactorySatisfactorySatisfactory192991.2
September 2003FairSatisfactorySatisfactorySatisfactory162991.3
December 2002FairSatisfactorySatisfactorySatisfactory162991.3
December 2001FairSatisfactorySatisfactorySatisfactory162991.3
December 2000FairSatisfactorySatisfactorySatisfactory162991.2
December 1999FairSatisfactorySatisfactorySatisfactory162991.2
December 1998FairGoodSatisfactorySatisfactory150891.3
November 1997FairFairSatisfactorySatisfactory150890.3
November 1996FairSatisfactorySatisfactorySatisfactory80091.4
December 1995FairSatisfactorySatisfactorySatisfactory80091.4
November 1994FairSatisfactorySatisfactorySatisfactory80091.4
November 1993FairSatisfactorySatisfactorySatisfactory80091.4
December 1992FairSatisfactorySatisfactorySatisfactory80088.4
November 1991FairFairSatisfactorySatisfactory80087.4