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PINE STREET over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.24385, -96.02008
41°14'38" N, 96°01'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PINE STREET over LITTLE PAPILLION CREEK
Structure number:U1825E2225
Location:OMAHA PINE @ 69TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:61.4 ft. [18.7 m]
Deck width edge-to-edge:75.8 ft. [23.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
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 continuous [6]
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,100 [as of 1998]
Truck traffic:2% 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:Basically intolerable requiring high priority of corrrective action [3]
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]
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:87.8 tons [79.8 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:86.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201686.1GoodGoodGoodGoodFO10100
May 201486.1GoodGoodGoodGoodFO10100
May 201293.0GoodGoodGoodGoodFO10100
May 201095.0GoodGoodGoodGoodFO10100
May 200895.0GoodGoodVery GoodVery GoodFO10100
July 200695.0GoodGoodVery GoodVery Good-10100
April 200495.0GoodGoodVery GoodVery Good-10100
August 200295.0GoodGoodVery GoodVery Good-10100
August 200095.0GoodVery GoodVery GoodVery Good-10100
August 199895.0GoodVery GoodExcellentExcellent-10100