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N BRDG RD/FAU5011 over BIG PAPILLION CREEK

Map 

Coordinates:
+41.26438, -96.08616
41°15'52" N, 96°05'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N BRDG RD/FAU5011 over BIG PAPILLION CREEK
Structure number:U1825R1805
Location:N BRIDGE RD @ 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:259.9 ft. [79.2 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built: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 continuous [6]
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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,262 [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:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:40.5 tons [36.8 metric tons]
Sufficiency rating:85.0
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201685.0GoodGoodGoodGood-11262
June 201472.7GoodGoodGoodGood-13770
June 201262.3GoodGoodVery GoodVery Good-13770
April 201062.8GoodGoodVery GoodVery Good-15300
December 200864.9GoodVery GoodVery GoodVery Good-9500
July 200676.0GoodVery GoodExcellentVery Good-16500
November 200476.3GoodExcellentExcellentExcellent-15600
September 200267.1PoorSeriousGoodFairSD13700
September 200083.1PoorPoorGoodSatisfactorySD15300
September 199883.1PoorPoorGoodSatisfactorySD15300
October 199683.4PoorPoorGoodGoodSD13200
October 199485.6FairFairGoodGood-14000
May 199293.0FairFairGoodGood-13900
September 199093.0FairFairGoodVery Good-13900