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90TH ST/FAU 5019 over STREAM

Map 

Coordinates:
+41.20725, -96.05244
41°12'26" N, 96°03'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:90TH ST/FAU 5019 over STREAM
Structure number:U1825G4305
Location:OMAHA 90TH @ HOLMES
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.9 ft. [7.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
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:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:4,995 [as of 2010]
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.9 tons [38.1 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201592.2Not deficient---4995
February 201395.5Not deficient---4995
February 201196.5Not deficient---5550
February 200997.5Not deficient---5750
August 200797.5Not deficient---5750
January 200697.5Not deficient---5900
June 200397.5Not deficient---5900
March 200197.5Not deficient---5565
May 199997.5Not deficient---5000
April 199797.6Not deficient---4800
June 199597.5Not deficient---6400
May 199386.3Not deficient---6000
April 199193.6Not deficient---6000