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120TH ST/FAU 5009 over HELL CREEK

Map

Coordinates:
+41.21916, -96.10072
41°13'09" N, 96°06'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:120TH ST/FAU 5009 over HELL CREEK
Structure number:U182503905
Location:OMAHA 120TH @ I
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Year reconstructed:1992
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,962 [as of 2012]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:54.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Good7 out of 102096254.8
March 2016Good7 out of 102096254.8
March 2014Good7 out of 101530054.8
March 2012Good7 out of 101530069.3
March 2010Good7 out of 101865068.6
January 2008Good7 out of 101965068.4
April 2006Good7 out of 102410080.9
December 2004Good7 out of 102455080.8
January 2004Good7 out of 102455080.8
January 2002Good7 out of 102620080.5
February 2000Good7 out of 102660080.5
February 1998Good7 out of 102660080.5
April 1996Good7 out of 102015081.6
March 1994Good7 out of 101857597.2
October 1992Good7 out of 101657593.5
July 1990Good7 out of 101657593.5