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WESTERN AVE over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.27056, -96.04108
41°16'14" N, 96°02'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WESTERN AVE over LITTLE PAPILLION CREEK
Structure number:U1825H1805
Location:OMAHA WESTERN @ 83RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:71.9 ft. [21.9 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,580 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:70.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201570.2FairGoodGoodSatisfactoryFO5580
March 201378.0FairGoodGoodSatisfactoryFO5580
March 201180.0FairGoodSatisfactoryGood-5580
May 201079.9FairGoodSatisfactoryGood-6200
June 200879.9FairVery GoodSatisfactorySatisfactory-6100
July 200679.9FairVery GoodSatisfactorySatisfactory-6100
October 200463.4PoorPoorFairSatisfactorySD7200
October 200265.5FairFairFairSatisfactoryFO7000
August 200066.6FairSatisfactoryFairSatisfactoryFO6500
August 199877.8FairSatisfactorySatisfactorySatisfactoryFO6500
July 199654.2FairSatisfactoryGoodSatisfactoryFO5500
August 199455.8FairSatisfactoryGoodSatisfactoryFO5200
March 199264.8GoodGoodGoodGoodFO5200
May 199064.8GoodGoodVery GoodGoodFO5200