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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:42.0 ft. [12.8 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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:6,570 [as of 2010]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:51.9
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201451.9Structurally deficientPoorSatisfactoryFair6570
July 201264.1Structurally deficientPoorSatisfactoryFair6570
July 201065.8Structurally deficientPoorSatisfactoryFair7300
May 200865.8Structurally deficientPoorSatisfactoryFair7300
May 200662.6Structurally deficientPoorSatisfactoryFair10000
May 200478.2Not deficientFairGoodSatisfactory10600
November 200276.3Structurally deficientPoorGoodSatisfactory10100
November 200080.3Not deficientFairGoodGood9600
May 199878.3Not deficientFairGoodGood9600
September 199678.6Not deficientFairGoodGood8000
May 199478.6Not deficientFairGoodGood7600
April 199278.2Not deficientFairGoodVery Good9200
September 199079.3Not deficientSatisfactoryGoodVery Good9200