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105TH ST/FAU 5013 over BIG PAPILLION CREEK

Map

Coordinates:
+41.24723, -96.07677
41°14'50" N, 96°04'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:105TH ST/FAU 5013 over BIG PAPILLION CREEK
Structure number:U1825F4110
Location:OMAHA 105TH @ PACIFIC
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
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:38.1 ft. [11.6 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1984
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:7,110 [as of 2010]
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: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:57.9 tons [52.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:65.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201665.3FairSatisfactorySatisfactorySatisfactory-7110
May 201465.3FairSatisfactorySatisfactorySatisfactory-7110
May 201278.1FairSatisfactorySatisfactorySatisfactory-7110
May 201077.9FairGoodSatisfactorySatisfactory-7900
April 200877.8FairGoodSatisfactorySatisfactory-8000
August 200672.6FairGoodGoodSatisfactory-6700
October 200472.6FairGoodGoodSatisfactory-6700
November 200270.8GoodGoodGoodGood-12000
October 200071.1GoodGoodGoodGood-11100
September 199871.1GoodGoodGoodGood-11100
August 199678.6GoodGoodGoodGood-8300
April 199479.1GoodGoodGoodGood-6750
April 199279.3GoodVery GoodVery GoodVery Good-6050
October 199079.3GoodVery GoodVery GoodVery Good-6050