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96TH STREET over STREAM

Map 

Coordinates:
+41.35016, -96.06215
41°21'01" N, 96°03'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:96TH STREET over STREAM
Structure number:U182514305
Location:OMAHA 96TH @ RAINWOOD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:20.0 ft. [6.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:175 [as of 2015]
Truck traffic:10% of total traffic
Structural appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:No deficiencies [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201599.3Good9 out of 10-175
May 201354.4PoorN out of 10SD175
May 201155.1PoorN out of 10SD175
April 200955.1PoorN out of 10SD175
May 200741.0PoorN out of 10SD175
May 200541.0PoorN out of 10SD175
April 200350.0FairN out of 10FO175
May 200150.0FairN out of 10FO175
July 199950.1FairN out of 10FO175
May 199750.1FairN out of 10FO175
June 199550.1FairN out of 10FO175
April 199350.1FairN out of 10FO175
May 199157.6FairN out of 10FO175