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BOYD ST/FAU 5078 over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.29818, -96.05115
41°17'53" N, 96°03'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BOYD ST/FAU 5078 over LITTLE PAPILLION CREEK
Structure number:U1825E1405
Location:OMAHA BOYD @ 88TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
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: June 2014 

Status:Posted for load [P]
Average daily traffic:4,000 [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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:30.9 tons [28.1 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:46.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201446.7Not deficientGoodGoodGood4000
June 201258.5Not deficientGoodGoodGood4000
April 201054.3Functionally obsoleteGoodGoodGood6000
June 200854.6Functionally obsoleteGoodVery GoodGood5400
July 200673.6Functionally obsoleteSatisfactoryVery GoodGood6000
August 200473.5Functionally obsoleteSatisfactoryVery GoodVery Good6300
October 200273.8Functionally obsoleteSatisfactoryVery GoodVery Good5600
August 200077.3Not deficientSatisfactoryVery GoodVery Good4700
September 199877.3Not deficientSatisfactoryVery GoodVery Good4700
April 199677.5Not deficientGoodVery GoodVery Good3400
October 199477.6Not deficientGoodVery GoodVery Good2800
March 199277.6Not deficientVery GoodVery GoodVery Good2800
August 199077.6Not deficientVery GoodVery GoodVery Good2800