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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 2014 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
August 201470.6Functionally obsoleteSatisfactorySatisfactorySatisfactory18030
August 201259.0Functionally obsoleteSatisfactorySatisfactoryFair18030
November 201057.8Functionally obsoleteSatisfactorySatisfactoryFair18030
November 200858.3Functionally obsoleteSatisfactorySatisfactoryFair14820
November 200669.7Functionally obsoleteSatisfactorySatisfactorySatisfactory14820
November 200470.3Functionally obsoleteSatisfactorySatisfactorySatisfactory18361
July 200270.3Functionally obsoleteSatisfactorySatisfactorySatisfactory18361
May 200070.7Functionally obsoleteGoodSatisfactorySatisfactory17341
July 199871.4Functionally obsoleteGoodSatisfactorySatisfactory9871
May 199671.4Functionally obsoleteGoodSatisfactorySatisfactory9871
September 199471.7Functionally obsoleteGoodGoodSatisfactory9871
June 199276.0Not deficientVery GoodGoodGood6879
June 199064.2Functionally obsoleteVery GoodGoodFair6900