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CR 36 over HORN DITCH

Map 

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

Facts 

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]
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 2015 

Status:Open, no restriction [A]
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:44.9 tons [40.8 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:59.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$552,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201559.3Structurally deficientPoorPoorSatisfactory3520
August 201459.3Structurally deficientPoorPoorSatisfactory3520
August 201259.3Structurally deficientPoorPoorSatisfactory3520
November 201073.5Not deficientFairFairSatisfactory3520
November 200879.9Not deficientFairFairSatisfactory2983
October 200679.9Not deficientFairFairSatisfactory2817
September 200496.4Not deficientVery GoodSatisfactorySatisfactory2150
July 200295.4Not deficientFairSatisfactorySatisfactory2150
May 200084.2Not deficientFairSatisfactoryFair5544
July 199885.2Not deficientFairSatisfactoryFair2341
May 199697.3Not deficientSatisfactoryGoodGood2341
September 199497.3Not deficientGoodGoodGood2341
June 199296.4Not deficientGoodGoodGood2055
June 199096.3Not deficientGoodGoodGood2200