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S BRDG RD/FAU5164 over BIG PAPILLION CREEK

Map

Coordinates:
+41.26201, -96.08558
41°15'43" N, 96°05'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S BRDG RD/FAU5164 over BIG PAPILLION CREEK
Structure number:U1825C2005
Location:S BRIDGE ROAD @ 111TH ST
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:100.1 ft. [30.5 m]
Total length:263.1 ft. [80.2 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Year reconstructed:2004
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:Prestressed concrete [5]
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,690 [as of 2013]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:88.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201688.8GoodGoodGoodGood-14690
June 201486.3GoodGoodGoodGood-16470
June 201296.2GoodVery GoodVery GoodVery Good-16470
April 201097.0GoodVery GoodVery GoodVery Good-18300
March 200897.0GoodExcellentExcellentExcellent-17800
December 200697.3GoodExcellentExcellentExcellent-18400
November 200479.6PoorSeriousSatisfactorySatisfactorySD19200
September 200280.3PoorSeriousSatisfactorySatisfactorySD13000
August 200081.3PoorPoorGoodGoodSD22000
September 199881.3PoorPoorGoodGoodSD22000
October 199682.3PoorPoorGoodGoodSD13200
October 199486.6FairFairGoodGood-14000
May 199294.0FairFairVery GoodGood-13900
September 199095.0FairSatisfactoryVery GoodGood-13900