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BRANSON ST over MISSISSINEWA RIVER

Map

Coordinates:
+40.56087, -85.65733
40°33'39" N, 85°39'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRANSON ST over MISSISSINEWA RIVER
Structure number:2700163
Location:00.14 MI N of SR 18
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:46.3 ft. [14.1 m]
Total length:301.9 ft. [92.0 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1910
Year reconstructed:1954
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,750 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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]
Sufficiency rating:65.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,111,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairFair675065.0
October 2015FairFairFairFair674065.0
November 2013FairFairFairFair674065.0
November 2011FairFairFairFair640165.0
January 2010PoorFairPoorFair616953.8
December 2007FairSatisfactorySatisfactorySatisfactory562681.3
January 2006FairSatisfactorySatisfactorySatisfactory562681.3
February 2004FairSatisfactorySatisfactorySatisfactory562681.3
February 2002FairSatisfactorySatisfactorySatisfactory562681.3
November 1999FairFairGoodSatisfactory562680.3
November 1997FairSatisfactoryGoodSatisfactory562681.3
November 1995PoorSeriousGoodSatisfactory570076.4
December 1993FairGoodGoodSatisfactory570081.5
April 1991GoodGoodGoodGood570081.5