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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 2014 

Status:Open, no restriction [A]
Average daily traffic:13,770 [as of 2010]
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:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:72.7
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201472.7Not deficientGoodGoodGood13770
June 201262.3Not deficientGoodVery GoodVery Good13770
April 201062.8Not deficientGoodVery GoodVery Good15300
December 200864.9Not deficientVery GoodVery GoodVery Good9500
July 200676.0Not deficientVery GoodExcellentVery Good16500
November 200476.3Not deficientExcellentExcellentExcellent15600
September 200267.1Structurally deficientSeriousGoodFair13700
September 200083.1Structurally deficientPoorGoodSatisfactory15300
September 199883.1Structurally deficientPoorGoodSatisfactory15300
October 199683.4Structurally deficientPoorGoodGood13200
October 199485.6Not deficientFairGoodGood14000
May 199293.0Not deficientFairGoodGood13900
September 199093.0Not deficientFairGoodVery Good13900