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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 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201575.5Not deficientSatisfactoryGoodGood2970
March 201385.0Not deficientSatisfactoryGoodGood2970
March 201185.0Not deficientSatisfactoryGoodGood2970
April 201084.9Not deficientSatisfactoryGoodGood3300
April 200884.7Not deficientSatisfactoryGoodVery Good3900
May 200684.5Not deficientSatisfactoryVery GoodGood4600
April 200484.5Not deficientSatisfactoryVery GoodGood4600
July 200281.7Functionally obsoleteGoodVery GoodGood6950
May 200083.1Functionally obsoleteGoodVery GoodGood8450
June 199883.1Functionally obsoleteGoodVery GoodGood8450
April 199683.4Functionally obsoleteGoodVery GoodGood5330
October 199486.1Functionally obsoleteGoodVery GoodGood5175
March 199286.0Functionally obsoleteVery GoodVery GoodVery Good5650
October 199086.0Functionally obsoleteVery GoodVery GoodVery Good5650