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US 6 over BERLIN COURT DITCH

Map 

Coordinates:
+41.44333, -85.96833
41°26'36" N, 85°58'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 6 over BERLIN COURT DITCH
Structure number:001760
Location:01.73 E SR 19
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:8,324 [as of 2011]
Truck traffic:23% of total traffic
Deck condition:Fair [5 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:Equal to present desirable criteria [8]
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:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:83.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201483.9Not deficientFairSatisfactorySatisfactory8324
September 201283.8Not deficientFairSatisfactorySatisfactory8784
September 201087.8Not deficientFairSatisfactorySatisfactory8784
September 200888.8Not deficientSatisfactorySatisfactorySatisfactory8784
September 200688.7Not deficientSatisfactorySatisfactorySatisfactory8784
September 200488.2Not deficientSatisfactorySatisfactorySatisfactory8784
September 200288.2Not deficientSatisfactorySatisfactorySatisfactory8612
September 200088.2Not deficientSatisfactorySatisfactorySatisfactory8612
October 199887.1Not deficientSatisfactorySatisfactorySatisfactory7411
October 199687.1Not deficientSatisfactorySatisfactorySatisfactory7411
January 199587.2Not deficientSatisfactorySatisfactorySatisfactory7514
June 199375.5Not deficientSatisfactorySatisfactorySatisfactory8500
September 199187.9Not deficientSatisfactorySatisfactorySatisfactory8500