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72ND ST/FAU 5037 over BIG PAPILLION CREEK

Map

Coordinates:
+41.20872, -96.02370
41°12'31" N, 96°01'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:72ND ST/FAU 5037 over BIG PAPILLION CREEK
Structure number:U182504705
Location:OMAHA 72ND @ Q
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:81.4 ft. [24.8 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1978
Year reconstructed:1986
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:Steel continuous [4]
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,600 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:82.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201682.9FairSatisfactorySatisfactorySatisfactory-30600
June 201482.9FairGoodSatisfactorySatisfactory-30600
June 201291.4FairSatisfactorySatisfactorySatisfactory-30600
May 201090.4FairSatisfactorySatisfactoryGood-34000
April 200890.2FairSatisfactorySatisfactoryGood-34950
August 200690.2FairSatisfactoryGoodGood-34800
August 200488.8GoodGoodGoodGood-39690
September 200288.8GoodGoodGoodGood-39690
September 200096.7GoodGoodGoodGood-35400
July 199896.7GoodGoodGoodGood-35400
July 199696.5GoodGoodGoodGood-37000
May 199497.4GoodGoodGoodGood-35000
November 199298.0GoodGoodGoodGood-27100
October 199086.5GoodVery GoodVery GoodVery Good-27100