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N38 over BIG PAPILLION CREEK

Map 

Coordinates:
+41.23500, -96.05333
41°14'06" N, 96°03'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N38 over BIG PAPILLION CREEK
Structure number:U182500522
Location:0W 90TH ST OMAHA
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.1 ft. [36.6 m]
Total length:305.1 ft. [93.0 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Year reconstructed:1986
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:Steel continuous [4]
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:26,100 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:49.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201449.8Not deficientSatisfactorySatisfactoryFair26100
May 201270.3Not deficientSatisfactorySatisfactorySatisfactory26100
May 201067.6Not deficientSatisfactorySatisfactorySatisfactory40100
December 200854.1Not deficientFairSatisfactoryFair38200
November 200648.6Not deficientFairSatisfactoryFair40500
June 200460.8Not deficientSatisfactoryGoodSatisfactory44835
February 200261.9Not deficientVery GoodVery GoodGood39825