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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 2014 

Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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: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]
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:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:66.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201466.0Not deficientSatisfactoryGoodSatisfactory10000
May 201280.1Not deficientSatisfactoryGoodSatisfactory10000
May 201079.5Not deficientSatisfactoryGoodSatisfactory12100
December 200879.4Not deficientSatisfactoryGoodSatisfactory12300
May 200679.7Not deficientSatisfactoryGoodSatisfactory11200
October 200479.5Not deficientSatisfactoryGoodSatisfactory12000
December 200279.8Not deficientGoodGoodGood10800
October 200080.0Not deficientGoodGoodGood10300
September 199880.0Not deficientGoodGoodGood10300
September 199680.7Not deficientGoodGoodGood7900
May 199481.0Not deficientGoodGoodGood7050
May 199281.3Not deficientGoodVery GoodGood6150
October 199081.3Not deficientGoodVery GoodVery Good6150