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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 [3]
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: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. ratingEvaluationDeckSuper.Sub.ADT
May 201465.3Not deficientSatisfactorySatisfactorySatisfactory7110
May 201278.1Not deficientSatisfactorySatisfactorySatisfactory7110
May 201077.9Not deficientGoodSatisfactorySatisfactory7900
April 200877.8Not deficientGoodSatisfactorySatisfactory8000
August 200672.6Not deficientGoodGoodSatisfactory6700
October 200472.6Not deficientGoodGoodSatisfactory6700
November 200270.8Not deficientGoodGoodGood12000
October 200071.1Not deficientGoodGoodGood11100
September 199871.1Not deficientGoodGoodGood11100
August 199678.6Not deficientGoodGoodGood8300
April 199479.1Not deficientGoodGoodGood6750
April 199279.3Not deficientVery GoodVery GoodVery Good6050
October 199079.3Not deficientVery GoodVery GoodVery Good6050