+41.56611, -85.79361
41°33'58" N, 85°47'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:CR 36 over HORN DITCH
Structure number:2000176
Location:00.30 E OF US 33
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:66.6 ft. [20.3 m]
Total length:70.5 ft. [21.5 m]
Roadway width between curbs:51.5 ft. [15.7 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1959
Year reconstructed:1973
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: August 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:3,520 [as of 2011]
Truck traffic:12% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:44.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$552,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201644.6PoorPoorPoorSatisfactorySD3520
August 201559.3PoorPoorPoorSatisfactorySD3520
August 201459.3PoorPoorPoorSatisfactorySD3520
August 201259.3PoorPoorPoorSatisfactorySD3520
November 201073.5FairFairFairSatisfactory-3520
November 200879.9FairFairFairSatisfactory-2983
October 200679.9FairFairFairSatisfactory-2817
September 200496.4FairVery GoodSatisfactorySatisfactory-2150
July 200295.4FairFairSatisfactorySatisfactory-2150
May 200084.2FairFairSatisfactoryFair-5544
July 199885.2FairFairSatisfactoryFair-2341
May 199697.3FairSatisfactoryGoodGood-2341
September 199497.3GoodGoodGoodGood-2341
June 199296.4GoodGoodGoodGood-2055
June 199096.3GoodGoodGoodGood-2200