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LEXINGTON AVENUE over ST JOSEPH RIVER

Map 

Coordinates:
+41.68389, -85.98083
41°41'02" N, 85°58'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LEXINGTON AVENUE over ST JOSEPH RIVER
Structure number:2000197
Location:01.20 E SR 19
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:86.0 ft. [26.2 m]
Total length:252.3 ft. [76.9 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Owner:County Highway Agency [02]
Year built:1926
Year reconstructed:2002
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:9,900 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201477.2Functionally obsoleteSatisfactoryGoodSatisfactory9900
September 201277.2Functionally obsoleteSatisfactoryGoodSatisfactory9900
November 201077.2Functionally obsoleteSatisfactoryGoodSatisfactory9900
December 200878.5Not deficientFairGoodSatisfactory8652
November 200675.7Not deficientFairGoodVery Good12372
October 200476.8Functionally obsolete-GoodVery Good12372
July 200265.3Functionally obsolete-FairFair12372
May 200054.1Functionally obsolete-FairFair11685
July 199853.7Functionally obsoleteFairFairFair7881
May 199653.7Functionally obsoleteFairFairFair7881
February 199453.6Functionally obsoleteFairFairFair7881