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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:33.8 ft. [10.3 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 2014 

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]
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:47.9 tons [43.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201457.1Functionally obsoleteGoodSatisfactorySatisfactory4936
September 201271.2Functionally obsoleteGoodSatisfactorySatisfactory4936
September 201072.2Functionally obsoleteGoodSatisfactorySatisfactory4936
March 200972.2Functionally obsoleteGoodSatisfactorySatisfactory4936
May 200758.1Functionally obsoleteGoodSatisfactorySatisfactory4936
May 200558.1Functionally obsoleteGoodSatisfactorySatisfactory4936
March 200358.1Functionally obsoleteGoodSatisfactoryGood4936
May 200158.5Functionally obsoleteGoodSatisfactoryGood4000
June 199959.5Not deficientGoodSatisfactoryGood4000
April 199760.5Not deficientGoodSatisfactoryGood4000
June 199560.7Not deficientVery GoodSatisfactoryGood4000
April 199355.6Structurally deficientSeriousSatisfactoryGood4000
May 199160.3Structurally deficientSeriousSatisfactoryGood4000