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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 2014 

Status:Open, no restriction [A]
Average daily traffic:18,540 [as of 2010]
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]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:76.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201476.0Not deficientGoodGoodGood18540
April 201286.3Not deficientGoodGoodGood18540
May 201087.7Not deficientGoodGoodGood20600
April 200888.0Not deficientSatisfactoryGoodGood19600
June 200689.9Not deficientSatisfactoryGoodGood12250
November 200489.9Not deficientSatisfactoryGoodGood12250
November 200290.0Not deficientSatisfactoryGoodGood11900
October 200090.5Not deficientGoodGoodGood9600
September 199890.5Not deficientGoodGoodGood9600
August 199690.9Not deficientGoodGoodGood8130
April 199490.9Not deficientGoodVery GoodVery Good8435
May 199291.4Not deficientVery GoodVery GoodVery Good6400
October 199091.4Not deficientVery GoodVery GoodVery Good6400