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CR 500N over BRANCH OF SUGAR CREEK

Map

Coordinates:
+40.11056, -86.79583
40°06'38" N, 86°47'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 500N over BRANCH OF SUGAR CREEK
Structure number:5400037
Location:00.30 W of CR 575E
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:61.0 ft. [18.6 m]
Total length:61.7 ft. [18.8 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span 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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:650 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:71.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$324,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201671.8FairGoodFairGood-650
April 201473.3FairSatisfactoryFairSatisfactory-650
June 201284.3FairSatisfactoryGoodSatisfactory-622
July 201083.3FairSatisfactoryGoodGood-603
May 200878.9FairSatisfactoryGoodGood-500
May 200678.9FairSatisfactoryGoodGood-500
May 200480.9FairSatisfactoryGoodGood-500
May 200280.9FairSatisfactoryGoodGood-500
May 200078.8FairSatisfactoryGoodGood-500
July 199880.9FairSatisfactoryGoodGood-500
July 199692.0FairSatisfactoryGoodGood-100
October 199492.0GoodGoodGoodGood-100
January 199291.0GoodGoodGoodGood-100
March 199091.0GoodGoodVery GoodVery Good-100