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CASS ST/FAU 5060 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.26332, -96.03625
41°15'48" N, 96°02'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CASS ST/FAU 5060 over LITTLE PAPILLION CREEK
Structure number:U182512025
Location:OMAHA CASS @ 78TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:63.0 ft. [19.2 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1968
Year reconstructed:2007
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:Low slump Concrete [4]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,184 [as of 2012]
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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood2418462.7
March 2015GoodGoodGoodGood2050062.7
March 2013GoodGoodVery GoodGood2050071.8
March 2011GoodVery GoodVery GoodGood2350073.0
May 2009GoodVery GoodVery GoodGood2530072.7
November 2007GoodExcellentExcellentVery Good2530090.0
July 2006PoorPoorSatisfactoryPoor2240055.4
October 2004PoorPoorSatisfactoryFair2720071.8
October 2002FairFairGoodSatisfactory3230084.9
September 2000FairFairGoodGood2200086.5
June 1998FairFairGoodGood2200086.5
May 1996FairFairGoodGood1840092.4
September 1994FairFairGoodGood1857593.2
March 1992FairFairGoodGood1940093.1
August 1990FairFairGoodGood1940093.1