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EAST 105TH ST CR 4 over DOAN BROOK

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST 105TH ST CR 4 over DOAN BROOK
Structure number:1833855
Location:100' S OF MLK
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:39.0 ft. [11.9 m]
Total length:43.3 ft. [13.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:23°
Owner:County Highway Agency [02]
Year built:1903
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:17,987 [as of 1998]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$120,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201581.0Functionally obsoleteExcellentSatisfactorySatisfactory17987
December 201481.0Functionally obsoleteExcellentSatisfactorySatisfactory17987
September 201379.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
September 201279.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
September 201163.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
April 201065.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
October 200965.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
October 200865.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
October 200765.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
October 200565.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
October 200465.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
October 200365.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
October 200265.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17987
August 200165.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12848
August 199965.4Functionally obsoleteSatisfactorySatisfactorySatisfactory12848
July 199865.4Functionally obsoleteSatisfactorySatisfactorySatisfactory12848
September 199673.5Functionally obsoleteSatisfactorySatisfactorySatisfactory12848
September 199573.5Functionally obsoleteSatisfactorySatisfactorySatisfactory13380
October 199373.5Functionally obsoleteSatisfactorySatisfactorySatisfactory13380
December 199173.5Functionally obsoleteVery GoodSatisfactorySatisfactory13380