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PACIFIC ST/FAU5044 over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.24878, -96.02179
41°14'56" N, 96°01'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PACIFIC ST/FAU5044 over LITTLE PAPILLION CREEK
Structure number:U182522225
Location:OMAHA PACIFIC @ 69TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.1 ft. [16.8 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Skew angle:39°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Year reconstructed:1998
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 [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:26,100 [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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:63.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201663.4FairGoodGoodSatisfactory-26100
June 201461.4FairGoodGoodSatisfactory-26100
June 201272.7FairSatisfactoryGoodFair-26100
May 201072.1FairSatisfactoryGoodFair-29000
May 200873.0FairSatisfactoryGoodFair-24450
June 200674.9FairSatisfactoryGoodFair-21050
June 200474.7FairSatisfactoryGoodFair-22300
July 200275.3FairGoodGoodFair-18600
October 200175.3FairGoodGoodFair-18600
December 199975.7FairGoodGoodFair-25000
December 199888.9GoodGoodGoodGood-27600
June 199658.0FairGoodGoodFairFO22800
August 199470.1FairGoodGoodSatisfactoryFO24900
July 199270.1FairGoodGoodSatisfactoryFO24100
May 199076.7GoodVery GoodVery GoodGoodFO24100