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SR 19 over TIPPECANOE RIVER

Map

Coordinates:
+41.24333, -86.04833
41°14'36" N, 86°02'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 19 over TIPPECANOE RIVER
Structure number:005080
Location:00.28 S SR 10
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:85.0 ft. [25.9 m]
Total length:236.2 ft. [72.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2013
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,206 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:98.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201598.7GoodVery GoodVery GoodGood-2206
November 201398.7GoodVery GoodVery GoodGood-2206
May 201287.0FairFairSatisfactorySatisfactory-2206
May 201087.0FairFairSatisfactorySatisfactory-2206
September 200787.0FairFairSatisfactorySatisfactory-2206
September 200586.3FairFairSatisfactorySatisfactory-2206
September 200386.3FairFairSatisfactorySatisfactory-2163
September 200186.3FairFairSatisfactorySatisfactory-2163
September 199988.6FairSatisfactoryGoodSatisfactory-1678
September 199789.4FairGoodGoodSatisfactory-1678
September 199589.4FairGoodGoodSatisfactory-1637
November 199389.8FairGoodGoodSatisfactory-1000
February 199290.8FairGoodSatisfactorySatisfactory-1000
July 199089.8FairSatisfactorySatisfactorySatisfactory-1000