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144TH ST/FAU 5001 over W BR PAPILLION CREEK

Map

Coordinates:
+41.22094, -96.13882
41°13'15" N, 96°08'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:144TH ST/FAU 5001 over W BR PAPILLION CREEK
Structure number:U182503505R
Location:144TH @ F ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1996
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 continuous [4]
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,750 [as of 2010]
Deck condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:97.8 tons [88.9 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:80.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201680.9GoodGoodGoodGood-15750
May 201480.9GoodGoodGoodGood-15750
May 201293.5GoodGoodGoodGood-15750
May 201090.2GoodGoodGoodGood-35000
March 200890.3GoodVery GoodVery GoodGood-34400
September 200684.9GoodVery GoodVery GoodVery Good-30900
May 200484.9GoodVery GoodVery GoodVery Good-31900
October 200279.9GoodVery GoodVery GoodVery Good-15000
September 200096.3GoodVery GoodVery GoodVery Good-12050
July 199896.3GoodVery GoodVery GoodVery Good-12050
June 199696.9GoodExcellentExcellentExcellent-7650