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FORT ST/FAU 5082 over BIG PAPILLION CREEK

Map

Coordinates:
+41.30660, -96.10442
41°18'24" N, 96°06'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FORT ST/FAU 5082 over BIG PAPILLION CREEK
Structure number:U182521420
Location:JCT I680/N133 1.1S 1.8W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:116.1 ft. [35.4 m]
Total length:304.1 ft. [92.7 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
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:M 18 / H 20 [4]
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,944 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:76.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201676.0GoodGoodGoodGood-21944
April 201476.0GoodGoodGoodGood-18540
April 201286.3GoodGoodGoodGood-18540
May 201087.7GoodGoodGoodGood-20600
April 200888.0FairSatisfactoryGoodGood-19600
June 200689.9FairSatisfactoryGoodGood-12250
November 200489.9FairSatisfactoryGoodGood-12250
November 200290.0FairSatisfactoryGoodGood-11900
October 200090.5GoodGoodGoodGood-9600
September 199890.5GoodGoodGoodGood-9600
August 199690.9GoodGoodGoodGood-8130
April 199490.9GoodGoodVery GoodVery Good-8435
May 199291.4GoodVery GoodVery GoodVery Good-6400
October 199091.4GoodVery GoodVery GoodVery Good-6400