Share:

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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,320 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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:82.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201682.2FairFairFairSatisfactory-14320
September 201483.2FairSatisfactoryFairSatisfactory-14320
September 201294.6FairSatisfactorySatisfactorySatisfactory-14320
November 201094.6FairSatisfactorySatisfactorySatisfactory-14320
December 200894.9FairGoodSatisfactorySatisfactory-12127
November 200694.9FairGoodSatisfactorySatisfactory-11389
October 200497.7FairGoodSatisfactorySatisfactory-13472
July 200297.7FairVery GoodSatisfactorySatisfactory-13472
May 200086.6FairGoodFairGood-13087
July 199897.9FairGoodSatisfactoryGood-11149
May 199697.9FairGoodSatisfactoryGood-11149
December 199498.2GoodGoodGoodGood-11149
June 199294.9GoodVery GoodGoodGood-14100
June 199096.9GoodVery GoodGoodGood-14100