Share:

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

Map

Coordinates:
+41.21976, -96.06231
41°13'11" N, 96°03'44" W

Facts

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:23.0 ft. [7.0 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 2017

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]
Sufficiency rating:69.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodGoodGood965069.7
July 2015GoodGoodGoodGood965072.0
July 2013GoodGoodGoodGood1026071.4
July 2011GoodGoodVery GoodVery Good1140081.7
March 2009GoodGoodVery GoodVery Good1160081.6
March 2007GoodGoodVery GoodVery Good1160081.6
May 2005GoodVery GoodVery GoodVery Good1250081.5
September 2003GoodVery GoodVery GoodVery Good1250081.5
August 2001GoodVery GoodVery GoodVery Good1320081.5
August 1999GoodVery GoodVery GoodVery Good1160081.6
July 1997GoodVery GoodVery GoodVery Good1080081.7
March 1996GoodExcellentExcellentExcellent1336581.4
June 1995GoodExcellentExcellentExcellent1336578.7
November 1994PoorSatisfactoryPoorFair117005.1
May 1993PoorSatisfactoryPoorFair117005.1
June 1991FairSatisfactoryFairFair920026.2