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GROVER ST/FAU 5036 over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.22698, -96.01253
41°13'37" N, 96°00'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:9,400 [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:Basically intolerable requiring high priority of corrrective action [3]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:82.8 tons [75.3 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201469.0Functionally obsoleteGoodGoodGood9400
April 201281.4Functionally obsoleteGoodGoodGood9400
April 201080.6Functionally obsoleteGoodGoodGood12000
December 200880.6Functionally obsoleteSatisfactoryGoodGood12000
July 200679.5Functionally obsoleteSatisfactoryGoodGood16100
May 200479.4Functionally obsoleteSatisfactoryGoodGood16400
December 200279.6Functionally obsoleteSatisfactoryGoodGood15800
October 200079.9Functionally obsoleteGoodGoodGood14600
September 199879.9Functionally obsoleteGoodGoodGood14600
July 199679.8Functionally obsoleteGoodGoodGood15000
October 199483.1Functionally obsoleteVery GoodGoodGood13200
April 199283.2Functionally obsoleteVery GoodVery GoodGood12600
August 199083.2Not deficientVery GoodVery GoodVery Good12600