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GROVER ST/FAU 5036 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.22702, -96.01253
41°13'37" N, 96°00'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GROVER ST/FAU 5036 over LITTLE PAPILLION CREEK
Structure number:U1825H2405
Location:OMAHA GROVER @ 66TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:61.0 ft. [18.6 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,106 [as of 2015]
Truck traffic:5% 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:69.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood1410669.0
April 2016GoodGoodGoodGood1410669.0
April 2014GoodGoodGoodGood940069.0
April 2012GoodGoodGoodGood940081.4
April 2010GoodGoodGoodGood1200080.6
December 2008FairSatisfactoryGoodGood1200080.6
July 2006FairSatisfactoryGoodGood1610079.5
May 2004FairSatisfactoryGoodGood1640079.4
December 2002FairSatisfactoryGoodGood1580079.6
October 2000GoodGoodGoodGood1460079.9
September 1998GoodGoodGoodGood1460079.9
July 1996GoodGoodGoodGood1500079.8
October 1994GoodVery GoodGoodGood1320083.1
April 1992GoodVery GoodVery GoodGood1260083.2
August 1990GoodVery GoodVery GoodVery Good1260083.2