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132ND ST/FAU 5005 over W BR PAPILLION CREEK

Map 

Coordinates:
+41.20224, -96.11957
41°12'08" N, 96°07'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:132ND ST/FAU 5005 over W BR PAPILLION CREEK
Structure number:U182503703
Location:OMAHA 132ND @ Q
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:67.9 ft. [20.7 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:Steel [3]
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:98.8 tons [89.8 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:62.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201462.9Functionally obsoleteGoodGoodSatisfactory9000
May 201274.7Functionally obsoleteGoodGoodGood9000
April 201077.1Functionally obsoleteGoodGoodSatisfactory10700
February 200877.1Functionally obsoleteGoodGoodSatisfactory10700
February 200675.0Functionally obsoleteGoodGoodSatisfactory16700
November 200475.0Functionally obsoleteGoodGoodSatisfactory16600
November 200275.5Functionally obsoleteGoodGoodGood15100
October 200079.3Functionally obsoleteGoodGoodGood14200
September 199879.3Functionally obsoleteGoodGoodGood14200
May 199680.0Functionally obsoleteGoodGoodGood8150
August 199480.2Functionally obsoleteVery GoodVery GoodGood8100
April 199279.6Functionally obsoleteVery GoodVery GoodVery Good14960
October 199080.2Functionally obsoleteVery GoodVery GoodVery Good8600