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BEARDSLEY AVE over CHRISTIANA CREEK

Map 

Coordinates:
+41.69306, -85.96806
41°41'35" N, 85°58'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BEARDSLEY AVE over CHRISTIANA CREEK
Structure number:2000162
Location:00.10 W OF JOHNSON ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:33.1 ft. [10.1 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1963
Year reconstructed:1979
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:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:14,320 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:34.9 tons [31.7 metric tons]
Sufficiency rating:83.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201483.2Not deficientSatisfactoryFairSatisfactory14320
September 201294.6Not deficientSatisfactorySatisfactorySatisfactory14320
November 201094.6Not deficientSatisfactorySatisfactorySatisfactory14320
December 200894.9Not deficientGoodSatisfactorySatisfactory12127
November 200694.9Not deficientGoodSatisfactorySatisfactory11389
October 200497.7Not deficientGoodSatisfactorySatisfactory13472
July 200297.7Not deficientVery GoodSatisfactorySatisfactory13472
May 200086.6Not deficientGoodFairGood13087
July 199897.9Not deficientGoodSatisfactoryGood11149
May 199697.9Not deficientGoodSatisfactoryGood11149
December 199498.2Not deficientGoodGoodGood11149
June 199294.9Not deficientVery GoodGoodGood14100
June 199096.9Not deficientVery GoodGoodGood14100