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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
March 201570.2Functionally obsoleteGoodGoodSatisfactory5580
March 201378.0Functionally obsoleteGoodGoodSatisfactory5580
March 201180.0Not deficientGoodSatisfactoryGood5580
May 201079.9Not deficientGoodSatisfactoryGood6200
June 200879.9Not deficientVery GoodSatisfactorySatisfactory6100
July 200679.9Not deficientVery GoodSatisfactorySatisfactory6100
October 200463.4Structurally deficientPoorFairSatisfactory7200
October 200265.5Functionally obsoleteFairFairSatisfactory7000
August 200066.6Functionally obsoleteSatisfactoryFairSatisfactory6500
August 199877.8Functionally obsoleteSatisfactorySatisfactorySatisfactory6500
July 199654.2Functionally obsoleteSatisfactoryGoodSatisfactory5500
August 199455.8Functionally obsoleteSatisfactoryGoodSatisfactory5200
March 199264.8Functionally obsoleteGoodGoodGood5200
May 199064.8Functionally obsoleteGoodVery GoodGood5200