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PADDOCK ROAD over STREAM

Map

Coordinates:
+41.23214, -96.05458
41°13'56" N, 96°03'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PADDOCK ROAD over STREAM
Structure number:U1825E4305
Location:OMAHA PADDOCK @ W CENTER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span 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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,936 [as of 2002]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:59.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201659.1FairGoodSatisfactorySatisfactoryFO4936
September 201457.1FairGoodSatisfactorySatisfactoryFO4936
September 201271.2FairGoodSatisfactorySatisfactoryFO4936
September 201072.2FairGoodSatisfactorySatisfactoryFO4936
March 200972.2FairGoodSatisfactorySatisfactoryFO4936
May 200758.1FairGoodSatisfactorySatisfactoryFO4936
May 200558.1FairGoodSatisfactorySatisfactoryFO4936
March 200358.1FairGoodSatisfactoryGoodFO4936
May 200158.5FairGoodSatisfactoryGoodFO4000
June 199959.5FairGoodSatisfactoryGood-4000
April 199760.5FairGoodSatisfactoryGood-4000
June 199560.7FairVery GoodSatisfactoryGood-4000
April 199355.6PoorSeriousSatisfactoryGoodSD4000
May 199160.3PoorSeriousSatisfactoryGoodSD4000