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CASS ST/FAU 5060 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.26330, -96.03689
41°15'48" N, 96°02'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,500 [as of 2010]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:31.9 tons [29.0 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:62.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201562.7GoodGoodGoodGood-20500
March 201371.8GoodGoodVery GoodGood-20500
March 201173.0GoodVery GoodVery GoodGood-23500
May 200972.7GoodVery GoodVery GoodGood-25300
November 200790.0GoodExcellentExcellentVery Good-25300
July 200655.4PoorPoorSatisfactoryPoorSD22400
October 200471.8PoorPoorSatisfactoryFairSD27200
October 200284.9FairFairGoodSatisfactory-32300
September 200086.5FairFairGoodGood-22000
June 199886.5FairFairGoodGood-22000
May 199692.4FairFairGoodGood-18400
September 199493.2FairFairGoodGood-18575
March 199293.1FairFairGoodGood-19400
August 199093.1FairFairGoodGood-19400