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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 2016 

Good/Fair/Poor Condition:Good
Status:New structure not yet open to traffic [G]
Average daily traffic:17,256 [as of 2012]
Truck traffic:1% 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:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:84.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201684.8GoodGoodGoodGood-17256
April 201484.8GoodGoodGoodGood-10150
April 201297.3GoodGoodGoodVery Good-10150
April 201096.1GoodGoodGoodVery Good-15500
July 200776.0FairSatisfactoryGoodSatisfactory-16100
September 200571.8FairSatisfactoryGoodSatisfactory-12950
March 200371.8GoodGoodGoodGood-12950
August 200171.5GoodGoodGoodGood-13850
July 199971.4GoodGoodGoodGood-13900
June 199778.3GoodGoodGoodGood-9100
April 199566.5GoodGoodGoodGood-10060
June 199367.2GoodVery GoodGoodVery Good-7900
May 199194.9GoodVery GoodVery GoodVery Good-650