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OLD MPL RD/FAU5154 over BIG PAPILLION CREEK

Map

Coordinates:
+41.29242, -96.09824
41°17'33" N, 96°05'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD MPL RD/FAU5154 over BIG PAPILLION CREEK
Structure number:U1825K1435
Location:118TH & MAPLE ST
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:55.1 ft. [16.8 m]
Total length:149.0 ft. [45.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:Tee beam [04]
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:1,610 [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:Equal to present minimum criteria [6]
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:88.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodGood161088.8
April 2016GoodGoodGoodGood161089.2
April 2014GoodGoodGoodGood270087.2
April 2012GoodGoodGoodGood270089.2
April 2010GoodGoodGoodGood300082.7
December 2008FairSatisfactoryGoodGood300082.7
August 2006FairSatisfactoryVery GoodGood270090.2
June 2004FairSatisfactoryVery GoodGood200091.3
August 2002GoodGoodVery GoodGood200091.3
September 2000GoodGoodVery GoodGood200091.3
May 1998GoodGoodVery GoodGood200091.3
September 1996GoodGoodVery GoodGood245090.2