+41.57500, -85.83833
41°34'30" N, 85°50'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 119 over ELKHART RIVER
Structure number:025860
Location:00.36 S SR 15
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.1 ft. [16.8 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:1999
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:11,641 [as of 2014]
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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:93.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201593.5Not deficientSatisfactorySatisfactorySatisfactory11641
June 201392.9Not deficientGoodGoodGood13386
June 201192.9Not deficientGoodGoodGood13386
June 200992.9Not deficientGoodGoodGood13386
June 200792.9Not deficientGoodGoodGood13386
July 200592.9Not deficientGoodGoodGood13386
July 200393.0Not deficientGoodGoodGood13124
July 200193.0Not deficientGoodGoodGood13124
July 199993.7Not deficientVery GoodGoodGood11294
May 199889.6Not deficientFairGoodGood11294
June 199690.7Not deficientSatisfactoryGoodGood11294
September 199491.3Not deficientSatisfactoryGoodGood9600
November 199291.3Not deficientGoodGoodGood9600
January 199194.3Not deficientSatisfactorySatisfactorySatisfactory9600