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FORT ST/FAU 5082 over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.30669, -96.04926
41°18'24" N, 96°02'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FORT ST/FAU 5082 over LITTLE PAPILLION CREEK
Structure number:U182521425
Location:FORT ST @ 88TH ST
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:14,400 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:50.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201450.8Functionally obsoleteGoodVery GoodGood14400
May 201264.6Functionally obsoleteSatisfactoryVery GoodGood14400
April 201165.0Functionally obsoleteSatisfactoryVery GoodGood16100
May 201065.0Functionally obsoleteSatisfactoryVery GoodGood16100
June 200865.2Functionally obsoleteSatisfactoryVery GoodGood14850
June 200677.4Functionally obsoleteSatisfactoryVery GoodGood17900
August 200477.3Functionally obsoleteGoodVery GoodGood18200
September 200277.3Functionally obsoleteGoodVery GoodGood18600
September 200077.3Functionally obsoleteGoodVery GoodGood18000
September 199877.3Functionally obsoleteGoodVery GoodGood18000
April 199677.2Functionally obsoleteGoodVery GoodGood18750
July 199478.1Functionally obsoleteGoodVery GoodSatisfactory15250
February 199278.2Functionally obsoleteGoodVery GoodSatisfactory13600