Share:

BLONDO ST/FAU 5066 over BIG PAPILLION CREEK

Map

Coordinates:
+41.27833, -96.09500
41°16'42" N, 96°05'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BLONDO ST/FAU 5066 over BIG PAPILLION CREEK
Structure number:U182521825
Location:JCT I680/US6 1N .8W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:217.9 ft. [66.4 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:79.7 ft. [24.3 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:Prestressed concrete [5]
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: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:29,320 [as of 2013]
Truck traffic:5% of total traffic
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood2932084.0
April 2016GoodGoodGoodGood2932084.0
April 2014GoodGoodGoodGood2700084.0
April 2012GoodGoodVery GoodVery Good2700092.6
April 2010GoodGoodVery GoodVery Good3000091.9
December 2008GoodGoodVery GoodVery Good3150091.5
June 2006GoodGoodVery GoodVery Good3160091.5
July 2004GoodGoodVery GoodVery Good2620092.8
November 2002GoodGoodVery GoodVery Good2620092.8
May 2001GoodVery GoodVery GoodVery Good2530093.0
December 1999GoodVery GoodVery GoodVery Good2330095.7
December 1998GoodExcellentExcellentExcellent2100095.0
February 1998GoodExcellentExcellentExcellent2100095.0