Share:

HARTMN AVE/FAU5084 over COLE CREEK

Map

Coordinates:
+41.31033, -96.01313
41°18'37" N, 96°00'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARTMN AVE/FAU5084 over COLE CREEK
Structure number:U1825J1205
Location:OMAHA HARTMAN @ 65TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,408 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryGoodGood640870.9
March 2015FairSatisfactoryGoodGood297075.5
March 2013FairSatisfactoryGoodGood297085.0
March 2011FairSatisfactoryGoodGood297085.0
April 2010FairSatisfactoryGoodGood330084.9
April 2008FairSatisfactoryGoodVery Good390084.7
May 2006FairSatisfactoryVery GoodGood460084.5
April 2004FairSatisfactoryVery GoodGood460084.5
July 2002GoodGoodVery GoodGood695081.7
May 2000GoodGoodVery GoodGood845083.1
June 1998GoodGoodVery GoodGood845083.1
April 1996GoodGoodVery GoodGood533083.4
October 1994GoodGoodVery GoodGood517586.1
March 1992GoodVery GoodVery GoodVery Good565086.0
October 1990GoodVery GoodVery GoodVery Good565086.0