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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 [3]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:30,600 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:67.9 tons [61.7 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:82.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201482.9Not deficientGoodSatisfactorySatisfactory30600
June 201291.4Not deficientSatisfactorySatisfactorySatisfactory30600
May 201090.4Not deficientSatisfactorySatisfactoryGood34000
April 200890.2Not deficientSatisfactorySatisfactoryGood34950
August 200690.2Not deficientSatisfactoryGoodGood34800
August 200488.8Not deficientGoodGoodGood39690
September 200288.8Not deficientGoodGoodGood39690
September 200096.7Not deficientGoodGoodGood35400
July 199896.7Not deficientGoodGoodGood35400
July 199696.5Not deficientGoodGoodGood37000
May 199497.4Not deficientGoodGoodGood35000
November 199298.0Not deficientGoodGoodGood27100
October 199086.5Not deficientVery GoodVery GoodVery Good27100