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OLD MPL RD/FAU5154 over BIG PAPILLION CREEK

Map 

Coordinates:
+41.29249, -96.09813
41°17'33" N, 96°05'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2016 

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]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:89.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201689.2GoodGoodGoodGood-1610
April 201487.2GoodGoodGoodGood-2700
April 201289.2GoodGoodGoodGood-2700
April 201082.7GoodGoodGoodGood-3000
December 200882.7FairSatisfactoryGoodGood-3000
August 200690.2FairSatisfactoryVery GoodGood-2700
June 200491.3FairSatisfactoryVery GoodGood-2000
August 200291.3GoodGoodVery GoodGood-2000
September 200091.3GoodGoodVery GoodGood-2000
May 199891.3GoodGoodVery GoodGood-2000
September 199690.2GoodGoodVery GoodGood-2450