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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 2014 

Status:Open, no restriction [A]
Average daily traffic:2,700 [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: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]
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:74.8 tons [68.0 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:87.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201487.2Not deficientGoodGoodGood2700
April 201289.2Not deficientGoodGoodGood2700
April 201082.7Not deficientGoodGoodGood3000
December 200882.7Not deficientSatisfactoryGoodGood3000
August 200690.2Not deficientSatisfactoryVery GoodGood2700
June 200491.3Not deficientSatisfactoryVery GoodGood2000
August 200291.3Not deficientGoodVery GoodGood2000
September 200091.3Not deficientGoodVery GoodGood2000
May 199891.3Not deficientGoodVery GoodGood2000
September 199690.2Not deficientGoodVery GoodGood2450