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CR 650N over OTTER CREEK

Map

Coordinates:
+39.16972, -85.35250
39°10'11" N, 85°21'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 650N over OTTER CREEK
Structure number:6900114
Location:00.26 W OF CR 500W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.5 ft. [9.0 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201692.5FairGoodSatisfactorySatisfactory-150
November 201492.5GoodGoodGoodGood-150
November 201292.5GoodGoodGoodGood-150
November 201093.5GoodGoodGoodGood-150
September 200891.5GoodVery GoodVery GoodVery Good-145
May 200691.5GoodVery GoodVery GoodVery Good-145
May 200491.5GoodVery GoodVery GoodVery Good-135
April 200291.5GoodVery GoodVery GoodVery Good-135
January 200062.9GoodVery GoodVery GoodVery Good-135
January 199834.2FairSatisfactoryFairSatisfactoryFO135
May 199634.2FairSatisfactoryFairSatisfactoryFO125
April 199434.2FairSatisfactoryFairSatisfactoryFO125
February 199241.0FairFairFairGoodFO125
February 199050.0FairGoodSatisfactoryGoodSD100