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120TH ST/FAU 5009 over BIG PAPILLION CREEK

Map

Coordinates:
+41.29701, -96.10068
41°17'49" N, 96°06'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:120TH ST/FAU 5009 over BIG PAPILLION CREEK
Structure number:U182513915
Location:OMAHA 120TH @ W MAPLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1980
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,340 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:66.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201666.0FairSatisfactorySatisfactorySatisfactory-11340
May 201466.0FairSatisfactoryGoodSatisfactory-10000
May 201280.1FairSatisfactoryGoodSatisfactory-10000
May 201079.5FairSatisfactoryGoodSatisfactory-12100
December 200879.4FairSatisfactoryGoodSatisfactory-12300
May 200679.7FairSatisfactoryGoodSatisfactory-11200
October 200479.5FairSatisfactoryGoodSatisfactory-12000
December 200279.8GoodGoodGoodGood-10800
October 200080.0GoodGoodGoodGood-10300
September 199880.0GoodGoodGoodGood-10300
September 199680.7GoodGoodGoodGood-7900
May 199481.0GoodGoodGoodGood-7050
May 199281.3GoodGoodVery GoodGood-6150
October 199081.3GoodGoodVery GoodVery Good-6150