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CR 10 over EAST LAKE DITCH

Map 

Coordinates:
+41.70389, -85.66167
41°42'14" N, 85°39'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 10 over EAST LAKE DITCH
Structure number:2000005
Location:00.30 E OF CR 43
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,920 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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:87.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201687.5GoodGoodGoodGood-1920
September 201487.5GoodGoodGoodGood-1920
September 201287.5GoodGoodGoodGood-1920
October 201087.5GoodGoodGoodGood-1920
November 200887.6GoodGoodGoodGood-1661
October 200685.4GoodGoodGoodGood-1661
September 200495.7GoodGoodGoodGood-677
August 200295.7GoodGoodGoodGood-677
May 200086.1FairGoodGoodFair-677
July 199896.8FairGoodGoodSatisfactory-487
May 199698.8FairSatisfactoryGoodSatisfactory-487
September 199498.3GoodGoodGoodGood-487
June 199295.3GoodGoodVery GoodVery Good-487
June 199095.3GoodGoodVery GoodVery Good-400