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PRAIRIE ST over ELKHART RIVER

Map 

Coordinates:
+41.68639, -85.96389
41°41'11" N, 85°57'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PRAIRIE ST over ELKHART RIVER
Structure number:2000154
Location:00.10 N OF WATERFALL DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:87.6 ft. [26.7 m]
Total length:266.7 ft. [81.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1966
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:14,430 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:79.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201479.3Not deficientVery GoodExcellentGood14430
September 201241.5Structurally deficientPoorPoorFair13030
November 201041.2Structurally deficientPoorPoorFair13030
December 200841.8Structurally deficientPoorPoorFair11037
November 200641.8Structurally deficientPoorPoorFair11037
October 200458.0Functionally obsoleteFairFairFair14399
July 200259.1Functionally obsoleteSatisfactoryFairSatisfactory14399
May 200060.5Functionally obsoleteSatisfactoryFairSatisfactory13791
July 199868.5Functionally obsoleteSatisfactoryFairSatisfactory10054
May 199668.5Functionally obsoleteSatisfactoryFairSatisfactory10054
December 199477.0Functionally obsoleteGoodGoodGood10054
June 199277.3Functionally obsoleteGoodGoodGood7166
June 199079.3Functionally obsoleteGoodGoodGood7200