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I ST/FAU 5028 over HELL CREEK

Map

Coordinates:
+41.21619, -96.10017
41°12'58" N, 96°06'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I ST/FAU 5028 over HELL CREEK
Structure number:U1825C2605
Location:OMAHA I @ 120TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.1 ft. [10.7 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:85.0 ft. [25.9 m]
Deck width edge-to-edge:87.3 ft. [26.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1981
Year reconstructed:2010
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 [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,260 [as of 2012]
Truck traffic:5% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:88.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201588.6GoodGoodGoodGood-15260
April 201393.3GoodGoodGoodGood-9000
March 201199.2GoodGoodGoodVery Good-9000
April 201098.8GoodGoodGoodVery Good-13200
April 200878.4GoodVery GoodGoodVery GoodFO13200
March 200678.0GoodGoodGoodGoodFO16450
April 200478.0GoodGoodGoodGoodFO16600
July 200277.9GoodGoodGoodGoodFO17700
September 200077.9GoodGoodGoodGoodFO17500
May 199877.9GoodGoodGoodGoodFO17500
April 199678.2GoodGoodGoodGoodFO14700
October 199480.7GoodVery GoodVery GoodGood-13400
March 199281.0GoodVery GoodVery GoodGood-11200
September 199081.0GoodVery GoodVery GoodGood-11200