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HARTMN AVE/FAU5084 over COLE CREEK

Map

Coordinates:
+41.31035, -96.01309
41°18'37" N, 96°00'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,970 [as of 2010]
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:Meets minimum tolerable limits to be left in place as is [4]
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]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:75.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201575.5FairSatisfactoryGoodGood-2970
March 201385.0FairSatisfactoryGoodGood-2970
March 201185.0FairSatisfactoryGoodGood-2970
April 201084.9FairSatisfactoryGoodGood-3300
April 200884.7FairSatisfactoryGoodVery Good-3900
May 200684.5FairSatisfactoryVery GoodGood-4600
April 200484.5FairSatisfactoryVery GoodGood-4600
July 200281.7GoodGoodVery GoodGoodFO6950
May 200083.1GoodGoodVery GoodGoodFO8450
June 199883.1GoodGoodVery GoodGoodFO8450
April 199683.4GoodGoodVery GoodGoodFO5330
October 199486.1GoodGoodVery GoodGoodFO5175
March 199286.0GoodVery GoodVery GoodVery GoodFO5650
October 199086.0GoodVery GoodVery GoodVery GoodFO5650