Share:

HARTMAN ST over BERLIN COURT DITCH

Map 

Coordinates:
+41.44917, -85.99722
41°26'57" N, 85°59'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARTMAN ST over BERLIN COURT DITCH
Structure number:2000102
Location:00.40 N OF US 6
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:45.9 ft. [14.0 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:1,730 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:43.9 tons [39.9 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:57.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$400,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201557.4Structurally deficientPoorPoorGood1730
August 201457.4Structurally deficientPoorPoorGood1730
August 201257.4Structurally deficientPoorPoorGood1730
October 201057.2Structurally deficientPoorPoorGood1730
December 200875.3Not deficientFairFairGood1564
October 200674.1Not deficientFairFairGood1580
September 200478.6Not deficientSatisfactoryFairGood1237
August 200289.6Not deficientSatisfactorySatisfactoryGood1237
May 200077.3Not deficientGoodFairVery Good1237
September 199889.6Not deficientGoodSatisfactoryVery Good1700
May 199689.6Not deficientGoodGoodVery Good1700
September 199490.3Not deficientGoodGoodVery Good1700
June 199289.3Not deficientGoodGoodVery Good1668
June 199089.4Not deficientGoodGoodVery Good900