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

Map 

Coordinates:
+41.22166, -96.06234
41°13'18" N, 96°03'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201572.0Not deficientGoodGoodGood9650
July 201371.4Not deficientGoodGoodGood10260
July 201181.7Not deficientGoodVery GoodVery Good11400
March 200981.6Not deficientGoodVery GoodVery Good11600
March 200781.6Not deficientGoodVery GoodVery Good11600
May 200581.5Not deficientVery GoodVery GoodVery Good12500
September 200381.5Not deficientVery GoodVery GoodVery Good12500
August 200181.5Not deficientVery GoodVery GoodVery Good13200
August 199981.6Not deficientVery GoodVery GoodVery Good11600
July 199781.7Not deficientVery GoodVery GoodVery Good10800
March 199681.4Not deficientExcellentExcellentExcellent13365
June 199578.7Not deficientExcellentExcellentExcellent13365
November 19945.1Structurally deficientSatisfactoryPoorFair11700
May 19935.1Structurally deficientSatisfactoryPoorFair11700
June 199126.2Structurally deficientSatisfactoryFairFair9200