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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 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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,718 [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: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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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]
Sufficiency rating:54.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201654.9GoodGoodGoodGoodFO11718
May 201450.8GoodGoodVery GoodGoodFO14400
May 201264.6FairSatisfactoryVery GoodGoodFO14400
April 201165.0FairSatisfactoryVery GoodGoodFO16100
May 201065.0FairSatisfactoryVery GoodGoodFO16100
June 200865.2FairSatisfactoryVery GoodGoodFO14850
June 200677.4FairSatisfactoryVery GoodGoodFO17900
August 200477.3GoodGoodVery GoodGoodFO18200
September 200277.3GoodGoodVery GoodGoodFO18600
September 200077.3GoodGoodVery GoodGoodFO18000
September 199877.3GoodGoodVery GoodGoodFO18000
April 199677.2GoodGoodVery GoodGoodFO18750
July 199478.1FairGoodVery GoodSatisfactoryFO15250
February 199278.2FairGoodVery GoodSatisfactoryFO13600