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PACIFIC ST/FAU5044 over BIG PAPILLION CREEK

Map

Coordinates:
+41.24875, -96.07915
41°14'56" N, 96°04'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PACIFIC ST/FAU5044 over BIG PAPILLION CREEK
Structure number:U182522220
Location:PACIFIC @ 107TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:241.2 ft. [73.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1968
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Low slump Concrete [4]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:32,400 [as of 2010]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:84.9
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodVery GoodVery GoodVery Good3240084.9
May 2016GoodVery GoodVery GoodVery Good3240084.9
May 2014GoodVery GoodVery GoodVery Good3240084.9
May 2012PoorPoorSatisfactoryFair3240072.1
May 2010PoorPoorFairFair3470071.3
April 2008PoorPoorFairFair4230068.8
March 2006PoorPoorFairFair3790070.2
June 2004PoorPoorSatisfactoryFair3790070.2
December 2002PoorPoorGoodFair4270068.6
October 2000PoorPoorGoodSatisfactory3970088.2
May 1998PoorPoorGoodSatisfactory3970088.2
August 1996FairFairGoodGood3806590.6
September 1994FairFairGoodGood3655090.5
June 1992FairFairGoodGood3245091.1
October 1990FairSatisfactoryGoodGood3245088.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4002,400000
Steel Protective Coatingsq. ft.20,88020,880000
Deck
Reinforced Concrete Decksq. ft.20,19019,1801,01000
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Abutmentlinear ft.1701273850
Reinforced Concrete Pile Cap/Footinglinear ft.8484000
Steel Pileeach127127000
Reinforced Concrete Pileeach8080000
Reinforced Concrete Pier Caplinear ft.161161000
Bearings
Movable Bearingeach2222000
Fixed Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4824344800