96TH ST/FAU 5017 over UPRR 816-830-K


+41.22166, -96.06234
41°13'18" N, 96°03'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:96TH ST/FAU 5017 over UPRR 816-830-K
Structure number:U182504305
Location:OMAHA 96TH @ F
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:89.9 ft. [27.4 m]
Total length:222.1 ft. [67.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1996
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:Prestressed concrete continuous [6]
Main spans 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: July 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,650 [as of 2011]
Truck traffic:1% of total traffic
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:72.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201572.0GoodGoodGoodGood-9650
July 201371.4GoodGoodGoodGood-10260
July 201181.7GoodGoodVery GoodVery Good-11400
March 200981.6GoodGoodVery GoodVery Good-11600
March 200781.6GoodGoodVery GoodVery Good-11600
May 200581.5GoodVery GoodVery GoodVery Good-12500
September 200381.5GoodVery GoodVery GoodVery Good-12500
August 200181.5GoodVery GoodVery GoodVery Good-13200
August 199981.6GoodVery GoodVery GoodVery Good-11600
July 199781.7GoodVery GoodVery GoodVery Good-10800
March 199681.4GoodExcellentExcellentExcellent-13365
June 199578.7GoodExcellentExcellentExcellent-13365
November 19945.1PoorSatisfactoryPoorFairSD11700
May 19935.1PoorSatisfactoryPoorFairSD11700
June 199126.2FairSatisfactoryFairFairSD9200