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CR 450E over MILL CREEK

Map

Coordinates:
+41.02267, -86.51611
41°01'22" N, 86°30'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 450E over MILL CREEK
Structure number:6600136
Location:00.26 S OF CR 200 S
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:73.5 ft. [22.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1975
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:77.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactoryFairGood8077.1
September 2016FairSatisfactoryFairGood8077.1
September 2014FairSatisfactoryFairGood8077.1
September 2012FairSatisfactoryFairGood8077.1
February 2011FairSatisfactoryFairGood8076.8
November 2008FairSatisfactoryFairGood7583.0
November 2006FairSatisfactoryFairGood7582.0
November 2004GoodGoodGoodGood7594.0
November 2002GoodGoodGoodGood7594.0
October 2000GoodVery GoodGoodVery Good7593.0
October 1998GoodVery GoodVery GoodVery Good7593.0
September 1996GoodVery GoodVery GoodVery Good7593.0
September 1994GoodVery GoodVery GoodVery Good7593.0
August 1992GoodVery GoodVery GoodVery Good7593.0
August 1990GoodVery GoodVery GoodVery Good10092.0