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46TH STREET over STREAM

Map 

Coordinates:
+41.19950, -95.98346
41°11'58" N, 95°59'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:46TH STREET over STREAM
Structure number:U1825B5105
Location:OMAHA 46TH @ U
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:16.0 tons [14.5 metric tons]
Inventory rating:11.0 tons [10.0 metric tons]
Sufficiency rating:49.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201549.8FairGoodSatisfactorySatisfactoryFO100
April 201328.0PoorGoodSatisfactoryPoorSD100
May 201147.8FairExcellentSatisfactorySatisfactoryFO100
April 200946.7FairFairSatisfactorySatisfactoryFO100
June 200846.7FairFairSatisfactorySatisfactoryFO100
July 200755.6FairFairSatisfactorySatisfactoryFO100
July 200555.6FairFairSatisfactorySatisfactoryFO100
May 200355.6FairFairSatisfactorySatisfactoryFO100
June 200155.6FairFairSatisfactorySatisfactoryFO100
July 199955.6FairFairSatisfactorySatisfactoryFO100
April 199755.6FairFairSatisfactorySatisfactoryFO100
June 199554.6FairFairSatisfactorySatisfactoryFO100
April 199355.6FairSatisfactorySatisfactorySatisfactoryFO100
May 199163.2FairSatisfactorySatisfactorySatisfactoryFO100