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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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201487.5Not deficientGoodGoodGood1920
September 201287.5Not deficientGoodGoodGood1920
October 201087.5Not deficientGoodGoodGood1920
November 200887.6Not deficientGoodGoodGood1661
October 200685.4Not deficientGoodGoodGood1661
September 200495.7Not deficientGoodGoodGood677
August 200295.7Not deficientGoodGoodGood677
May 200086.1Not deficientGoodGoodFair677
July 199896.8Not deficientGoodGoodSatisfactory487
May 199698.8Not deficientSatisfactoryGoodSatisfactory487
September 199498.3Not deficientGoodGoodGood487
June 199295.3Not deficientGoodVery GoodVery Good487
June 199095.3Not deficientGoodVery GoodVery Good400