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F ST/FAU 5028 over BIG PAPILLION CREEK

Map 

Coordinates:
+41.21973, -96.03839
41°13'11" N, 96°02'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:F ST/FAU 5028 over BIG PAPILLION CREEK
Structure number:U182532605
Location:F @ 80TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:89.9 ft. [27.4 m]
Total length:243.1 ft. [74.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Year reconstructed:1982
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: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,574 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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 minimum criteria [6]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:67.9
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201667.9FairVery GoodSatisfactoryGood-8574
July 201451.9PoorPoorSatisfactoryFairSD6570
July 201264.1PoorPoorSatisfactoryFairSD6570
July 201065.8PoorPoorSatisfactoryFairSD7300
May 200865.8PoorPoorSatisfactoryFairSD7300
May 200662.6PoorPoorSatisfactoryFairSD10000
May 200478.2FairFairGoodSatisfactory-10600
November 200276.3PoorPoorGoodSatisfactorySD10100
November 200080.3FairFairGoodGood-9600
May 199878.3FairFairGoodGood-9600
September 199678.6FairFairGoodGood-8000
May 199478.6FairFairGoodGood-7600
April 199278.2FairFairGoodVery Good-9200
September 199079.3FairSatisfactoryGoodVery Good-9200