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124TH ST/FAU 5152 over PAPILLION CREEK

Map

Coordinates:
+41.29071, -96.10640
41°17'27" N, 96°06'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:124TH ST/FAU 5152 over PAPILLION CREEK
Structure number:U182531625P
Location:.3SW OF 120TH/MAPLE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:42.0 ft. [12.8 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1992
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,970 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:94.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201694.8GoodGoodGoodGood-2970
July 201494.8GoodGoodGoodGood-2970
April 201296.7GoodGoodGoodGood-2970
April 201098.7GoodGoodGoodGood-3300
April 200898.7GoodGoodVery GoodVery Good-3300
May 200698.7GoodGoodVery GoodVery Good-2800
June 200498.7GoodGoodVery GoodVery Good-2850
October 200298.7GoodVery GoodVery GoodVery Good-3450
September 200098.7GoodVery GoodVery GoodVery Good-3500
November 199898.7GoodVery GoodVery GoodVery Good-3500