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72ND ST/FAU 5037 over COLE CREEK

Map 

Coordinates:
+41.28945, -96.02384
41°17'22" N, 96°01'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:72ND ST/FAU 5037 over COLE CREEK
Structure number:U182504730
Location:OMAHA 72ND @ PINKNEY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:30.8 ft. [9.4 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:27,900 [as of 2010]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:57.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201557.8Not deficient---27900
February 201354.8Not deficient---27900
February 201164.6Not deficient---35000
January 200964.7Not deficient---34450
November 200778.1Not deficient---34450
January 200678.5Not deficient---31100
January 200478.5Not deficient---31100
January 200279.2Not deficient---25000
February 200078.8Not deficient---28000
February 199878.8Not deficient---28000
April 199679.7Not deficient---20550
March 199479.3Not deficient---29800
March 199264.9Not deficient---22900
July 199064.9Not deficient---22900