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156TH ST/FAU 5135 over W BR PAPILLION CREEK

Map 

Coordinates:
+41.23307, -96.15854
41°13'59" N, 96°09'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:156TH ST/FAU 5135 over W BR PAPILLION CREEK
Structure number:U182503310
Location:156TH @ CENTER ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1981
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:New structure not yet open to traffic [G]
Average daily traffic:10,150 [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: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]
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:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:84.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201484.8Not deficientGoodGoodGood10150
April 201297.3Not deficientGoodGoodVery Good10150
April 201096.1Not deficientGoodGoodVery Good15500
July 200776.0Not deficientSatisfactoryGoodSatisfactory16100
September 200571.8Not deficientSatisfactoryGoodSatisfactory12950
March 200371.8Not deficientGoodGoodGood12950
August 200171.5Not deficientGoodGoodGood13850
July 199971.4Not deficientGoodGoodGood13900
June 199778.3Not deficientGoodGoodGood9100
April 199566.5Not deficientGoodGoodGood10060
June 199367.2Not deficientVery GoodGoodVery Good7900
May 199194.9Not deficientVery GoodVery GoodVery Good650