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WILDEN AVE over ELKHART RIVER

Map 

Coordinates:
+41.59639, -85.85333
41°35'47" N, 85°51'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILDEN AVE over ELKHART RIVER
Structure number:2000168
Location:00.80 W OF SR 15
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:68.6 ft. [20.9 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
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:6,850 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.3Not deficientGoodVery GoodVery Good6850
August 201297.3Not deficientVery GoodVery GoodVery Good6850
November 201097.3Not deficientVery GoodVery GoodVery Good6850
November 200897.4Not deficientVery GoodVery GoodVery Good5805
November 200697.4Not deficientVery GoodVery GoodVery Good6227
October 200497.3Not deficientVery GoodExcellentExcellent7123
July 200297.3Not deficientExcellentExcellentExcellent7123
May 200045.3Functionally obsoleteFairFairFair6920
July 199845.2Functionally obsoleteFairFairFair6170
May 199663.5Functionally obsoleteSatisfactorySatisfactorySatisfactory2436
September 199462.6Functionally obsoleteGoodGoodSatisfactory2436
June 199249.4Functionally obsoleteGoodGoodSatisfactory2586
June 199039.5Functionally obsoleteGoodGoodSatisfactory2600