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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 2014 

Status:Open, no restriction [A]
Average daily traffic:16,470 [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: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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:73.8 tons [67.1 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:86.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201486.3Not deficientGoodGoodGood16470
June 201296.2Not deficientVery GoodVery GoodVery Good16470
April 201097.0Not deficientVery GoodVery GoodVery Good18300
March 200897.0Not deficientExcellentExcellentExcellent17800
December 200697.3Not deficientExcellentExcellentExcellent18400
November 200479.6Structurally deficientSeriousSatisfactorySatisfactory19200
September 200280.3Structurally deficientSeriousSatisfactorySatisfactory13000
August 200081.3Structurally deficientPoorGoodGood22000
September 199881.3Structurally deficientPoorGoodGood22000
October 199682.3Structurally deficientPoorGoodGood13200
October 199486.6Not deficientFairGoodGood14000
May 199294.0Not deficientFairVery GoodGood13900
September 199095.0Not deficientSatisfactoryVery GoodGood13900