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LINCOLN AVE over ELKHART RIVER

Map 

Coordinates:
+41.58639, -85.84111
41°35'11" N, 85°50'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINCOLN AVE over ELKHART RIVER
Structure number:2000174
Location:00.30 W OF SR 15
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.6 ft. [19.7 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:59.4 ft. [18.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1927
Year reconstructed:1982
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,030 [as of 2011]
Truck traffic:6% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:70.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$210,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201670.6FairSatisfactorySatisfactorySatisfactoryFO18030
August 201470.6FairSatisfactorySatisfactorySatisfactoryFO18030
August 201259.0FairSatisfactorySatisfactoryFairFO18030
November 201057.8FairSatisfactorySatisfactoryFairFO18030
November 200858.3FairSatisfactorySatisfactoryFairFO14820
November 200669.7FairSatisfactorySatisfactorySatisfactoryFO14820
November 200470.3FairSatisfactorySatisfactorySatisfactoryFO18361
July 200270.3FairSatisfactorySatisfactorySatisfactoryFO18361
May 200070.7FairGoodSatisfactorySatisfactoryFO17341
July 199871.4FairGoodSatisfactorySatisfactoryFO9871
May 199671.4FairGoodSatisfactorySatisfactoryFO9871
September 199471.7FairGoodGoodSatisfactoryFO9871
June 199276.0GoodVery GoodGoodGood-6879
June 199064.2FairVery GoodGoodFairFO6900